FV1176 ***********************************************************************
FV1176  DESIGNATION -  A 1294
FV1176  PID         -  FV1176
FV1176  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV1176  USGS QUAD   -  LOPEZ MTN (1993)
FV1176
FV1176                         *CURRENT SURVEY CONTROL
FV1176  ___________________________________________________________________
FV1176* NAD 83(1986)-  35 20 04.     (N)    120 31 37.     (W)     SCALED
FV1176* NAVD 88     -       367.740  (meters)    1206.49   (feet)  ADJUSTED
FV1176  ___________________________________________________________________
FV1176  GEOID HEIGHT-         -34.07  (meters)                     GEOID99
FV1176  DYNAMIC HT  -         367.381 (meters)    1205.32  (feet)  COMP
FV1176  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
FV1176
FV1176  VERT ORDER  -  FIRST     CLASS I
FV1176
FV1176.The horizontal coordinates were scaled from a topographic map and have
FV1176.an estimated accuracy of +/- 6 seconds.
FV1176
FV1176.The orthometric height was determined by differential leveling
FV1176.and adjusted by the National Geodetic Survey in June 1991.
FV1176
FV1176.The geoid height was determined by GEOID99.
FV1176
FV1176.The dynamic height is computed by dividing the NAVD 88
FV1176.geopotential number by the normal gravity value computed on the
FV1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV1176.degrees latitude (G = 980.6199 gals.).
FV1176
FV1176.The modeled gravity was interpolated from observed gravity values.
FV1176
FV1176;                    North         East    Units  Estimated Accuracy
FV1176;SPC CA 5     -   706,380.    1,770,290.      MT  (+/- 180 meters Scaled)
FV1176
FV1176                          SUPERSEDED SURVEY CONTROL
FV1176
FV1176  NGVD 29     -       366.864  (m)         1203.62   (f) ADJ UNCH    1 1
FV1176
FV1176.Superseded values are not recommended for survey control.
FV1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV1176.See file dsdata.txt to determine how the superseded data were derived.
FV1176
FV1176_MARKER: DB = BENCH MARK DISK
FV1176_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
FV1176+WITH SETTING: INTO GROUND
FV1176_STAMPING: A 1294 1977
FV1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV1176+STABILITY: SURFACE MOTION
FV1176
FV1176  HISTORY     - Date     Condition        Recov. By
FV1176  HISTORY     - 1977     MONUMENTED       NGS
FV1176
FV1176                          STATION DESCRIPTION
FV1176
FV1176''DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
FV1176''6.85 MI SE FROM SANTA MARGARITA.
FV1176''1.8 MILES EAST ALONG STATE HIGHWAY 58 FROM THE POST OFFICE, THENCE
FV1176''5.05 MILES SOUTHEAST ALONG POZO ROAD, 27 FT. SOUTHWEST OF THE
FV1176''CENTER LINE OF THE ROAD, 3 FT. NORTHWEST OF POLE NUMBER 81, 2.5
FV1176''FT. NORTHEAST OF A FENCE. THE DISK IS FLUSH WITH THE GROUND, ACCESS
FV1176''TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG.