FV0165 ***********************************************************************
FV0165  DESIGNATION -  B 1095
FV0165  PID         -  FV0165
FV0165  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0165  USGS QUAD   -  SANTA MARGARITA (1993)
FV0165
FV0165                         *CURRENT SURVEY CONTROL
FV0165  ___________________________________________________________________
FV0165* NAD 83(1986)-  35 25 01.     (N)    120 36 13.     (W)     SCALED
FV0165* NAVD 88     -       293.546  (meters)     963.08   (feet)  ADJUSTED
FV0165  ___________________________________________________________________
FV0165  GEOID HEIGHT-         -34.09  (meters)                     GEOID99
FV0165  DYNAMIC HT  -         293.266 (meters)     962.16  (feet)  COMP
FV0165  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
FV0165
FV0165  VERT ORDER  -  FIRST     CLASS I
FV0165
FV0165.The horizontal coordinates were scaled from a topographic map and have
FV0165.an estimated accuracy of +/- 6 seconds.
FV0165
FV0165.The orthometric height was determined by differential leveling
FV0165.and adjusted by the National Geodetic Survey in June 1991.
FV0165
FV0165.The geoid height was determined by GEOID99.
FV0165
FV0165.The dynamic height is computed by dividing the NAVD 88
FV0165.geopotential number by the normal gravity value computed on the
FV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0165.degrees latitude (G = 980.6199 gals.).
FV0165
FV0165.The modeled gravity was interpolated from observed gravity values.
FV0165
FV0165;                    North         East    Units  Estimated Accuracy
FV0165;SPC CA 5     -   715,710.    1,763,560.      MT  (+/- 180 meters Scaled)
FV0165
FV0165                          SUPERSEDED SURVEY CONTROL
FV0165
FV0165  NGVD 29     -       292.577  (m)          959.90   (f) ADJUSTED    1 1
FV0165
FV0165.Superseded values are not recommended for survey control.
FV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0165.See file dsdata.txt to determine how the superseded data were derived.
FV0165
FV0165_MARKER: DB = BENCH MARK DISK
FV0165_SETTING: 38 = ABUTMENT
FV0165_STAMPING: B 1095 1968
FV0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0165+STABILITY: SURFACE MOTION
FV0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
FV0165+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
FV0165
FV0165  HISTORY     - Date     Condition        Recov. By
FV0165  HISTORY     - 1968     MONUMENTED       CGS
FV0165  HISTORY     - 19890123 GOOD             NGS
FV0165
FV0165                          STATION DESCRIPTION
FV0165
FV0165''DESCRIBED BY COAST AND GEODETIC SURVEY 1968
FV0165''1.7 MI N FROM SANTA MARGARITA.
FV0165''1.7 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD
FV0165''FROM THE POST OFFICE AT SANTA MARGARITA, IN THE TOP AND 1.0
FV0165''FOOT WEST OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE
FV0165''233.70, 7.3 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, AND ABOUT
FV0165''1 1/2 FEET LOWER THAN THE TRACK.
FV0165
FV0165                          STATION RECOVERY (1989)
FV0165
FV0165''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV0165''RECOVERED IN GOOD CONDITION.