FV0735 ***********************************************************************
FV0735  DESIGNATION -  G 828 RESET
FV0735  PID         -  FV0735
FV0735  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0735  USGS QUAD   -  PISMO BEACH (1994)
FV0735
FV0735                         *CURRENT SURVEY CONTROL
FV0735  ___________________________________________________________________
FV0735* NAD 83(1986)-  35 10 52.     (N)    120 43 23.     (W)     SCALED
FV0735* NAVD 88     -         6.662  (meters)      21.86   (feet)  ADJUSTED
FV0735  ___________________________________________________________________
FV0735  GEOID HEIGHT-         -35.08  (meters)                     GEOID99
FV0735  DYNAMIC HT  -           6.656 (meters)      21.84  (feet)  COMP
FV0735  MODELED GRAV-     979,737.2   (mgal)                       NAVD 88
FV0735
FV0735  VERT ORDER  -  FIRST     CLASS II
FV0735
FV0735.The horizontal coordinates were scaled from a topographic map and have
FV0735.an estimated accuracy of +/- 6 seconds.
FV0735
FV0735.The orthometric height was determined by differential leveling
FV0735.and adjusted by the National Geodetic Survey in June 1991.
FV0735
FV0735.The geoid height was determined by GEOID99.
FV0735
FV0735.The dynamic height is computed by dividing the NAVD 88
FV0735.geopotential number by the normal gravity value computed on the
FV0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0735.degrees latitude (G = 980.6199 gals.).
FV0735
FV0735.The modeled gravity was interpolated from observed gravity values.
FV0735
FV0735;                    North         East    Units  Estimated Accuracy
FV0735;SPC CA 5     -   689,840.    1,752,010.      MT  (+/- 180 meters Scaled)
FV0735
FV0735                          SUPERSEDED SURVEY CONTROL
FV0735
FV0735.No superseded survey control is available for this station.
FV0735
FV0735_MARKER: DB = BENCH MARK DISK
FV0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FV0735_STAMPING: G 828 RESET 1969
FV0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0735+STABILITY: SURFACE MOTION
FV0735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
FV0735+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1989
FV0735
FV0735  HISTORY     - Date     Condition        Recov. By
FV0735  HISTORY     - 1969     MONUMENTED       CGS
FV0735  HISTORY     - 19890210 GOOD             NGS
FV0735
FV0735                          STATION DESCRIPTION
FV0735
FV0735''DESCRIBED BY COAST AND GEODETIC SURVEY 1969
FV0735''0.7 MI NE FROM AVILA.
FV0735''0.7 MILE NORTHEAST ALONG THE AVILA HIGHWAY FROM THE POST OFFICE
FV0735''AT AVILA, ON THE PROPERTY OF THE UNION OIL COMPANY, 1.0 FOOT
FV0735''WEST OF THE NORTH GATE POST OF AN INSET GATE ALONG THE EAST
FV0735''HIGHWAY RIGHT-OF-WAY FENCE, 61.3 FEET EAST OF THE CENTER OF THE
FV0735''HIGHWAY, 47.5 FEET NORTHEAST OF BENCH MARK G 828 1947, 30.0 FEET
FV0735''NORTHEAST OF A BLACK WALNUT TREE, 29.0 FEET EAST-SOUTHEAST OF A
FV0735''BLACK WALNUT TREE, 43.3 FEET NORTHEAST OF A GUYED TELEPHONE POLE
FV0735''AND 7.5 FEET NORTH OF THE CENTER OF A FIELD ENTRANCE ROAD AND
FV0735''GATE.  THE BENCH MARK DISK IS SET IN THE TOP OF A 10 INCHES IN
FV0735''DIAMETER CYLINDRICAL CONCRETE POST THAT PROJECTS 4 INCHES ABOVE
FV0735''THE GROUND SURFACE.
FV0735
FV0735                          STATION RECOVERY (1989)
FV0735
FV0735''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV0735''RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.5 KM
FV0735''(0.95 MI) WESTERLY ALONG AVILA ROAD FROM THE JUNCTION OF FRONT STREET
FV0735''IN AVILA BEACH, 25.3 M (83.0 FT) SOUTH OF THE CENTER OF A FIELD
FV0735''ENTRANCE, 19.0 M (62.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 9.1 M
FV0735''(29.9 FT) NORTHEAST OF THE MOST SOUTHERLY 1 OF 2 BLACK WALNUT TREES,
FV0735''0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.25 M (0.8 FT) WEST OF
FV0735''A WITNESS POST, AND IN A CONCRETE POST THAT IS FLUSH WITH THE GROUND
FV0735''SURFACE.