FV0176 ***********************************************************************
FV0176  DESIGNATION -  A 1095
FV0176  PID         -  FV0176
FV0176  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0176  USGS QUAD   -  SANTA MARGARITA (1993)
FV0176
FV0176                         *CURRENT SURVEY CONTROL
FV0176  ___________________________________________________________________
FV0176* NAD 83(1986)-  35 24 15.     (N)    120 36 17.     (W)     SCALED
FV0176* NAVD 88     -       299.761  (meters)     983.47   (feet)  ADJUSTED
FV0176  ___________________________________________________________________
FV0176  GEOID HEIGHT-         -34.11  (meters)                     GEOID99
FV0176  DYNAMIC HT  -         299.475 (meters)     982.53  (feet)  COMP
FV0176  MODELED GRAV-     979,672.5   (mgal)                       NAVD 88
FV0176
FV0176  VERT ORDER  -  FIRST     CLASS I
FV0176
FV0176.The horizontal coordinates were scaled from a topographic map and have
FV0176.an estimated accuracy of +/- 6 seconds.
FV0176
FV0176.The orthometric height was determined by differential leveling
FV0176.and adjusted by the National Geodetic Survey in June 1991.
FV0176
FV0176.The geoid height was determined by GEOID99.
FV0176
FV0176.The dynamic height is computed by dividing the NAVD 88
FV0176.geopotential number by the normal gravity value computed on the
FV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0176.degrees latitude (G = 980.6199 gals.).
FV0176
FV0176.The modeled gravity was interpolated from observed gravity values.
FV0176
FV0176;                    North         East    Units  Estimated Accuracy
FV0176;SPC CA 5     -   714,290.    1,763,420.      MT  (+/- 180 meters Scaled)
FV0176
FV0176                          SUPERSEDED SURVEY CONTROL
FV0176
FV0176  NGVD 29     -       298.779  (m)          980.24   (f) ADJUSTED    1 1
FV0176
FV0176.Superseded values are not recommended for survey control.
FV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0176.See file dsdata.txt to determine how the superseded data were derived.
FV0176
FV0176_MARKER: DB = BENCH MARK DISK
FV0176_SETTING: 32 = HEADWALL
FV0176_STAMPING: A 1095 1968
FV0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0176+STABILITY: SURFACE MOTION
FV0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FV0176+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
FV0176
FV0176  HISTORY     - Date     Condition        Recov. By
FV0176  HISTORY     - 1968     MONUMENTED       CGS
FV0176  HISTORY     - 1977     GOOD             NGS
FV0176  HISTORY     - 19890123 GOOD             NGS
FV0176
FV0176                          STATION DESCRIPTION
FV0176
FV0176''DESCRIBED BY COAST AND GEODETIC SURVEY 1968
FV0176''1 MI N FROM SANTA MARGARITA.
FV0176''0.95 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
FV0176''THE POST OFFICE AT SANTA MARGARITA, DIRECTLY OPPOSITE RAILROAD
FV0176''BRIDGE 234.47, IN THE TOP AND 1.2 FEET SOUTH OF THE NORTH END
FV0176''OF THE EAST CONCRETE HEAD WALL OF A DOUBLE CONCRETE BOX CULVERT
FV0176''UNDER EL CAMINO REAL, 22 1/2 FEET EAST OF THE CENTER LINE OF EL
FV0176''CAMINO REAL, 30.8 FEET WEST OF THE WEST RAIL OF THE WEST TRACK,
FV0176''AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK.
FV0176
FV0176                          STATION RECOVERY (1977)
FV0176
FV0176''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0176''RECOVERED IN GOOD CONDITION.
FV0176
FV0176                          STATION RECOVERY (1989)
FV0176
FV0176''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV0176''RECOVERED IN GOOD CONDITION.