HS3118 ***********************************************************************
HS3118  DESIGNATION -  P 176
HS3118  PID         -  HS3118
HS3118  STATE/COUNTY-  CA/SANTA CLARA
HS3118  USGS QUAD   -  SAN JOSE WEST (1980)
HS3118
HS3118                         *CURRENT SURVEY CONTROL
HS3118  ___________________________________________________________________
HS3118* NAD 83(1986)-  37 19 09.     (N)    121 54 29.     (W)     SCALED
HS3118* NAVD 88     -        33.836  (meters)     111.01   (feet)  ADJUSTED
HS3118  ___________________________________________________________________
HS3118  GEOID HEIGHT-         -32.59  (meters)                     GEOID99
HS3118  DYNAMIC HT  -          33.811 (meters)     110.93  (feet)  COMP
HS3118  MODELED GRAV-     979,899.0   (mgal)                       NAVD 88
HS3118
HS3118  VERT ORDER  -  FIRST     CLASS II
HS3118
HS3118.The horizontal coordinates were scaled from a topographic map and have
HS3118.an estimated accuracy of +/- 6 seconds.
HS3118
HS3118.The orthometric height was determined by differential leveling
HS3118.and adjusted by the National Geodetic Survey in February 1993.
HS3118
HS3118.The geoid height was determined by GEOID99.
HS3118
HS3118.The dynamic height is computed by dividing the NAVD 88
HS3118.geopotential number by the normal gravity value computed on the
HS3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
HS3118.degrees latitude (G = 980.6199 gals.).
HS3118
HS3118.The modeled gravity was interpolated from observed gravity values.
HS3118
HS3118;                    North         East    Units  Estimated Accuracy
HS3118;SPC CA 3     -   591,850.    1,875,200.      MT  (+/- 180 meters Scaled)
HS3118
HS3118                          SUPERSEDED SURVEY CONTROL
HS3118
HS3118  NGVD 29     -        33.001  (m)          108.27   (f) ADJUSTED    1 2
HS3118
HS3118.Superseded values are not recommended for survey control.
HS3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HS3118.See file dsdata.txt to determine how the superseded data were derived.
HS3118
HS3118_MARKER: DB = BENCH MARK DISK
HS3118_SETTING: 32 = RETAINING WALL
HS3118_STAMPING: P 176 1934
HS3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
HS3118+STABILITY: SURFACE MOTION
HS3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
HS3118+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1990
HS3118
HS3118  HISTORY     - Date     Condition        Recov. By
HS3118  HISTORY     - 1934     MONUMENTED       CGS
HS3118  HISTORY     - 1954     GOOD             NGS
HS3118  HISTORY     - 1967     GOOD             NGS
HS3118  HISTORY     - 19900222 GOOD             NGS
HS3118
HS3118                          STATION DESCRIPTION
HS3118
HS3118''DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
HS3118''AT SAN JOSE.
HS3118''AT SAN JOSE, 0.3 MILE SOUTH ALONG THE MAIN LINE OF THE SOUTHERN
HS3118''PACIFIC COMPANY RAILROAD FROM THE STATION, THENCE 0.4 MILE
HS3118''SOUTHWEST ALONG THE LOS GATOS BRANCH OF THE SOUTHERN PACIFIC
HS3118''COMPANY RAILROAD, AT THE CROSSING OF LINCOLN AVENUE, AT SAN
HS3118''MARTIN AND CASTLEWOOD WINES WAREHOUSE, SET VERTICALLY IN THE
HS3118''SOUTH WALL OF THE CONCRETE LOADING PLATFORM, 40.1 FEET NORTH OF
HS3118''THE NORTH RAIL OF THE MAIN TRACK, AND ABOUT 1 1/2 FEET ABOVE THE
HS3118''GROUND.
HS3118
HS3118                          STATION RECOVERY (1967)
HS3118
HS3118''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
HS3118''RECOVERED IN GOOD CONDITION.
HS3118
HS3118                          STATION RECOVERY (1990)
HS3118
HS3118''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
HS3118''IN SAN JOSE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND
HS3118''LINCOLN AVENUE, SET VERTICALLY IN THE SOUTH CONCRETE RETAINING WALL
HS3118''OF A CONCRETE LOADING DOCK AT THE SOUTH END OF A LARGE WAREHOUSE.
HS3118''22.2 M (72.83 FT) EAST OF THE CENTER OF THE AVENUE, 12.2 M
HS3118''(40.03 FT) NORTH OF THE NEAR RAIL, AND 0.3 M (0.98 FT) ABOVE THE
HS3118''GROUND SURFACE.