HS2722 ***********************************************************************
HS2722  DESIGNATION -  11
HS2722  PID         -  HS2722
HS2722  STATE/COUNTY-  CA/SANTA CLARA
HS2722  USGS QUAD   -  GILROY (1993)
HS2722
HS2722                         *CURRENT SURVEY CONTROL
HS2722  ___________________________________________________________________
HS2722* NAD 83(1986)-  37 00 24.     (N)    121 34 05.     (W)     SCALED
HS2722* NAVD 88     -        61.692  (meters)     202.40   (feet)  ADJUSTED
HS2722  ___________________________________________________________________
HS2722  GEOID HEIGHT-         -32.64  (meters)                     GEOID99
HS2722  DYNAMIC HT  -          61.646 (meters)     202.25  (feet)  COMP
HS2722  MODELED GRAV-     979,889.6   (mgal)                       NAVD 88
HS2722
HS2722  VERT ORDER  -  FIRST     CLASS I
HS2722
HS2722.The horizontal coordinates were scaled from a topographic map and have
HS2722.an estimated accuracy of +/- 6 seconds.
HS2722
HS2722.The orthometric height was determined by differential leveling
HS2722.and adjusted by the National Geodetic Survey in June 1991.
HS2722
HS2722.The geoid height was determined by GEOID99.
HS2722
HS2722.The dynamic height is computed by dividing the NAVD 88
HS2722.geopotential number by the normal gravity value computed on the
HS2722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
HS2722.degrees latitude (G = 980.6199 gals.).
HS2722
HS2722.The modeled gravity was interpolated from observed gravity values.
HS2722
HS2722;                    North         East    Units  Estimated Accuracy
HS2722;SPC CA 3     -   556,770.    1,904,940.      MT  (+/- 180 meters Scaled)
HS2722
HS2722                          SUPERSEDED SURVEY CONTROL
HS2722
HS2722  NGVD 29     -        60.855  (m)          199.66   (f) ADJUSTED    1 1
HS2722
HS2722.Superseded values are not recommended for survey control.
HS2722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
HS2722.See file dsdata.txt to determine how the superseded data were derived.
HS2722
HS2722_MARKER: DB = BENCH MARK DISK
HS2722_SETTING: 40 = BUILDING WALL
HS2722_STAMPING: SF 11 200 1908
HS2722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
HS2722+STABILITY: POSITION/ELEVATION WELL
HS2722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
HS2722+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1988
HS2722
HS2722  HISTORY     - Date     Condition        Recov. By
HS2722  HISTORY     - 1908     MONUMENTED       USGS
HS2722  HISTORY     - 1954     GOOD             NGS
HS2722  HISTORY     - 1969     GOOD             NGS
HS2722  HISTORY     - 1986     GOOD             USPSQD
HS2722  HISTORY     - 19881102 GOOD             NGS
HS2722  HISTORY     - 19881108 GOOD             NGS
HS2722  HISTORY     - 19900202 GOOD             NGS
HS2722
HS2722                          STATION DESCRIPTION
HS2722
HS2722''DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
HS2722''AT GILROY.
HS2722''AT GILROY, AT THE INTERSECTION OF MONTEREY AND EAST SIXTH STREETS,
HS2722''AT THE CITY HALL, SET VERTICALLY IN THE NORTHEAST BRICK WALL, 3.4
HS2722''FEET NORTHWEST OF THE EAST CORNER, AND 1.8 FEET ABOVE THE GROUND.
HS2722
HS2722                          STATION RECOVERY (1969)
HS2722
HS2722''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
HS2722''RECOVERED IN GOOD CONDITION.
HS2722
HS2722                          STATION RECOVERY (1986)
HS2722
HS2722''RECOVERY NOTE BY US POWER SQUADRON 1986 (DSP)
HS2722''RECOVERED IN GOOD CONDITION.
HS2722
HS2722                          STATION RECOVERY (1988)
HS2722
HS2722''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
HS2722''RECOVERED IN GOOD CONDITION.
HS2722
HS2722                          STATION RECOVERY (1988)
HS2722
HS2722''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
HS2722''RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  NOTE--THE
HS2722''CITY HALL IS NOW ABANDONED.
HS2722
HS2722                          STATION RECOVERY (1990)
HS2722
HS2722''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
HS2722''RECOVERED IN GOOD CONDITION.