DATASHEETS  



The NGS Data SheetSee file  dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 6.91
1        National Geodetic Survey,   Retrieval Date = NOVEMBER  6, 2003
 AJ1889 ***********************************************************************
 AJ1889  DESIGNATION -  MONUMENT PEAK BARD GRM
 AJ1889  PID         -  AJ1889
 AJ1889  STATE/COUNTY-  CA/ALAMEDA
 AJ1889  USGS QUAD   -  CALAVERAS RESERVOIR (1980)
 AJ1889
 AJ1889                         *CURRENT SURVEY CONTROL
 AJ1889  ___________________________________________________________________
 AJ1889* NAD 83(1998)-  37 29 07.15585(N)    121 52 00.65871(W)     ADJUSTED  
 AJ1889* NAVD 88     -       783.1    (meters)    2569.     (feet)  GPS OBS   
 AJ1889  ___________________________________________________________________
 AJ1889  EPOCH DATE  -        2000.35
 AJ1889  X           -  -2,675,631.518 (meters)                     COMP
 AJ1889  Y           -  -4,304,130.698 (meters)                     COMP
 AJ1889  Z           -   3,860,728.437 (meters)                     COMP
 AJ1889  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 AJ1889  ELLIP HEIGHT-         750.91  (meters)          (04/03/01) GPS OBS
 AJ1889  GEOID HEIGHT-         -32.18  (meters)                     GEOID99
 AJ1889
 AJ1889  HORZ ORDER  -  A
 AJ1889  ELLP ORDER  -  FIRST     CLASS I
 AJ1889
 AJ1889.ITRF positions are available for this station.
 AJ1889.The horizontal coordinates were established by GPS observations
 AJ1889.and adjusted by the CALIF SPA REF CEN in April 2001.
 AJ1889.This is a SPECIAL STATUS position.  See SPECIAL STATUS under the
 AJ1889.DATUM ITEM on the data sheet items page.
 AJ1889.The horizontal coordinates are valid at the epoch date displayed above.
 AJ1889.The epoch date for horizontal control is a decimal equivalence
 AJ1889.of Year/Month/Day.
 AJ1889
 AJ1889.The orthometric height was determined by GPS observations and a
 AJ1889.high-resolution geoid model.
 AJ1889
 AJ1889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1889
 AJ1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1889
 AJ1889.The ellipsoidal height was determined by GPS observations
 AJ1889.and is referenced to NAD 83.
 AJ1889
 AJ1889.The geoid height was determined by GEOID99.
 AJ1889
 AJ1889;                    North         East     Units   Scale      Converg.
 AJ1889;SPC CA 3     -   610,234.313 1,879,123.623   MT  0.99993988 -0 50 12.6
 AJ1889;SPC CA 3     - 2,002,077.08  6,165,091.42   sFT  0.99993988 -0 50 12.6
 AJ1889;UTM  10      - 4,149,315.735   600,180.558   MT  0.99972362 +0 41 22.7
 AJ1889
 AJ1889                          SUPERSEDED SURVEY CONTROL
 AJ1889
 AJ1889.No superseded survey control is available for this station.
 AJ1889
 AJ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG0018149316(NAD 83)
 AJ1889_MARKER: Z = SEE DESCRIPTION
 AJ1889_SETTING: 0 = UNSPECIFIED SETTING
 AJ1889_MARK LOGO: NONE  
 AJ1889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ1889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1889+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ1889
 AJ1889  HISTORY     - Date     Condition        Report By
 AJ1889  HISTORY     - 2001     MONUMENTED       NGS
 AJ1889
 AJ1889                          STATION DESCRIPTION
 AJ1889
 AJ1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001
 AJ1889'THIS IS A CALIFORNIA CORS.
 AJ1889'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A
 AJ1889'CALIFORNIA CORS.  INFORMATION ABOUT THE GRM, ANTENNA TYPE
 AJ1889'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE:
 AJ1889'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI

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