1        National Geodetic Survey,   Retrieval Date = AUGUST  1, 2005
 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 by the National Geodetic Survey 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 HS1151                          SUPERSEDED SURVEY CONTROL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Superseded values are not recommended for survey control.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 HS1151.See file dsdata.txt to determine how the superseded data were derived.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.