National Geodetic Survey,   Retrieval Date = OCTOBER 26, 2004
 JS3956 ***********************************************************************
 JS3956  DESIGNATION -  ROBBS PEAK LOOKOUT 1940
 JS3956  PID         -  JS3956
 JS3956  STATE/COUNTY-  CA/EL DORADO
 JS3956  USGS QUAD   -  ROBBS PEAK (1973)
 JS3956
 JS3956                         *CURRENT SURVEY CONTROL
 JS3956  ___________________________________________________________________
 JS3956* NAD 83(1992)-  38 55 29.55525(N)    120 24 12.71932(W)     ADJUSTED  
 JS3956* NAVD 88     -      2038.     (meters)    6686.     (feet)  SCALED    
 JS3956  ___________________________________________________________________
 JS3956  EPOCH DATE  -        1991.35
 JS3956  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 JS3956  GEOID HEIGHT-         -24.48  (meters)                     GEOID03
 JS3956
 JS3956  HORZ ORDER  -  SECOND
 JS3956
 JS3956.The horizontal coordinates were established by classical geodetic methods
 JS3956.and adjusted by the National Geodetic Survey in March 1994.
 JS3956.The horizontal coordinates are valid at the epoch date displayed above.
 JS3956.The epoch date for horizontal control is a decimal equivalence
 JS3956.of Year/Month/Day.
 JS3956
 JS3956.The orthometric height was scaled from a topographic map.
 JS3956
 JS3956.The Laplace correction was computed from DEFLEC99 derived deflections.
 JS3956
 JS3956.The geoid height was determined by GEOID03.
 JS3956
 JS3956;                    North         East     Units Scale Factor Converg.
 JS3956;SPC CA 2     -   640,883.788 2,138,423.907   MT  0.99991854   +1 00 23.5
 JS3956;SPC CA 2     - 2,102,632.89  7,015,812.43   sFT  0.99991854   +1 00 23.5
 JS3956;UTM  10      - 4,311,645.724   725,086.558   MT  1.00022390   +1 37 55.4
 JS3956
 JS3956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JS3956!SPC CA 2     -   0.99968421  x   0.99991854  =   0.99960277
 JS3956!UTM  10      -   0.99968421  x   1.00022390  =   0.99990804
 JS3956
 JS3956                          SUPERSEDED SURVEY CONTROL
 JS3956
 JS3956  NAD 83(1986)-  38 55 29.53694(N)    120 24 12.69370(W) AD(1984.00) 2
 JS3956  NAD 27      -  38 55 29.87300(N)    120 24 08.98200(W) AD(       ) 2
 JS3956
 JS3956.Superseded values are not recommended for survey control.
 JS3956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JS3956.See file dsdata.txt to determine how the superseded data were derived.
 JS3956
 JS3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ2508711646(NAD 83)
 JS3956
 JS3956  HISTORY     - Date     Condition        Report By
 JS3956  HISTORY     - 1940     MONUMENTED       CGS
 JS3956
 JS3956                          STATION DESCRIPTION
 JS3956
 JS3956'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JS3956'SEE STATION ROBBS