EU1249 ***********************************************************************
EU1249  DESIGNATION -  HPGN CA 08 13
EU1249  PID         -  EU1249
EU1249  STATE/COUNTY-  CA/SAN BERNARDINO
EU1249  USGS QUAD   -  PARKER (1975)
EU1249
EU1249                         *CURRENT SURVEY CONTROL
EU1249  ___________________________________________________________________
EU1249* NAD 83(1992)-  34 09 52.28167(N)    114 18 23.48348(W)     ADJUSTED
EU1249* NAVD 88     -       132.6    (meters)     435.     (feet)  GPS OBS
EU1249  ___________________________________________________________________
EU1249  EPOCH DATE  -        1991.35
EU1249  X           -  -2,174,626.033 (meters)                     COMP
EU1249  Y           -  -4,814,801.142 (meters)                     COMP
EU1249  Z           -   3,561,618.261 (meters)                     COMP
EU1249  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
EU1249  ELLIP HEIGHT-         101.24  (meters)                     GPS OBS
EU1249  GEOID HEIGHT-         -31.32  (meters)                     GEOID99
EU1249
EU1249  HORZ ORDER  -  B
EU1249  ELLP ORDER  -  FOURTH    CLASS II
EU1249
EU1249.The horizontal coordinates were established by GPS observations
EU1249.and adjusted by the National Geodetic Survey in May 1992.
EU1249.The horizontal coordinates are valid at the epoch date displayed above.
EU1249.The epoch date for horizontal control is a decimal equivalence
EU1249.of Year/Month/Day.
EU1249
EU1249.The orthometric height was determined by GPS observations and a
EU1249.high-resolution geoid model.
EU1249
EU1249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
EU1249
EU1249.The Laplace correction was computed from DEFLEC99 derived deflections.
EU1249
EU1249.The ellipsoidal height was determined by GPS observations
EU1249.and is referenced to NAD 83.
EU1249
EU1249.The geoid height was determined by GEOID99.
EU1249
EU1249;                    North         East     Units   Scale      Converg.
EU1249;SPC CA 5     - 1,902,780.26  7,678,712.95   sFT  0.99997416 +2 06 19.2
EU1249;SPC CA 5     -   579,968.584 2,340,476.389   MT  0.99997416 +2 06 19.2
EU1249;SPC AZ W     -   351,053.163   162,048.178   MT  0.99996578 -0 18 45.1
EU1249;UTM  11      - 3,783,676.982   748,290.220   MT  1.00035999 +1 30 48.1
EU1249
EU1249                          SUPERSEDED SURVEY CONTROL
EU1249
EU1249  NAD 83(1986)-  34 09 52.28528(N)    114 18 23.48779(W) AD(1984.00) 1
EU1249
EU1249.Superseded values are not recommended for survey control.
EU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EU1249.See file dsdata.txt to determine how the superseded data were derived.
EU1249
EU1249_MARKER: DD = SURVEY DISK
EU1249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
EU1249_STAMPING: HPGN 08-13 1991
EU1249_PROJECTION: FLUSH
EU1249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
EU1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
EU1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
EU1249+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
EU1249_ROD/PIPE-DEPTH: 4.9  meters
EU1249
EU1249  HISTORY     - Date     Condition        Recov. By
EU1249  HISTORY     - 1990     MONUMENTED       CADT
EU1249  HISTORY     - 19910411 GOOD             NGS
EU1249
EU1249                          STATION DESCRIPTION
EU1249
EU1249''DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
EU1249''THE STATION IS LOCATED ABOUT 60 MI (96.6 KM)  SOUTH OF NEEDLES, 16.1
EU1249''MI (25.9 KM)  EAST OF THE JUNCTION OF U.S. HIGHWAY 95 AND STATE
EU1249''HIGHWAY 62 (VIDAL JUNCTION) ON HIGHWAY 62 IN EARP.
EU1249''TO REACH THE STATION FROM THE POST OFFICE IN EARP, GO WEST ON HIGHWAY
EU1249''62 FOR 0.15 MI (0.24 KM)  TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT
EU1249''AND GO NORTHEASTERLY ON TRACK ROAD FOR 0.05 MI (0.08 KM)  TO THE
EU1249''STATION ON THE LEFT.
EU1249''THE STATION IS AN ALUMINUM DISK, WHICH CONTAINS A MAGNET, ON A
EU1249''BERNTSEN TOP SECURITY ROD SET IN A LOGO CAP.  LOCATED 344 FT
EU1249''(104.9 M)  NORTH OF HIGHWAY 62, AT POSTMILE 141.9 AND 4 FT (1.2 M)
EU1249''SOUTH OF A METAL WITNESS POST.