FV1083 ***********************************************************************
FV1083  DESIGNATION -  K 1314
FV1083  PID         -  FV1083
FV1083  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV1083  USGS QUAD   -  PISMO BEACH (1994)
FV1083
FV1083                         *CURRENT SURVEY CONTROL
FV1083  ___________________________________________________________________
FV1083* NAD 83(1986)-  35 10 59.     (N)    120 43 24.     (W)     SCALED
FV1083* NAVD 88     -         5.071  (meters)      16.64   (feet)  ADJUSTED
FV1083  ___________________________________________________________________
FV1083  GEOID HEIGHT-         -35.07  (meters)                     GEOID99
FV1083  DYNAMIC HT  -           5.066 (meters)      16.62  (feet)  COMP
FV1083  MODELED GRAV-     979,735.9   (mgal)                       NAVD 88
FV1083
FV1083  VERT ORDER  -  FIRST     CLASS I
FV1083
FV1083.The horizontal coordinates were scaled from a topographic map and have
FV1083.an estimated accuracy of +/- 6 seconds.
FV1083
FV1083.The orthometric height was determined by differential leveling
FV1083.and adjusted by the National Geodetic Survey in June 1991.
FV1083
FV1083.The geoid height was determined by GEOID99.
FV1083
FV1083.The dynamic height is computed by dividing the NAVD 88
FV1083.geopotential number by the normal gravity value computed on the
FV1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV1083.degrees latitude (G = 980.6199 gals.).
FV1083
FV1083.The modeled gravity was interpolated from observed gravity values.
FV1083
FV1083;                    North         East    Units  Estimated Accuracy
FV1083;SPC CA 5     -   690,060.    1,751,990.      MT  (+/- 180 meters Scaled)
FV1083
FV1083                          SUPERSEDED SURVEY CONTROL
FV1083
FV1083  NGVD 29     -         4.180  (m)           13.71   (f) ADJUSTED    1 1
FV1083
FV1083.Superseded values are not recommended for survey control.
FV1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV1083.See file dsdata.txt to determine how the superseded data were derived.
FV1083
FV1083_MARKER: DV = VERTICAL CONTROL DISK
FV1083_SETTING: 32 = HEADWALL
FV1083_STAMPING: K 1314 1977
FV1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV1083+STABILITY: SURFACE MOTION
FV1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
FV1083+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1989
FV1083
FV1083  HISTORY     - Date     Condition        Recov. By
FV1083  HISTORY     - 1977     MONUMENTED       NGS
FV1083  HISTORY     - 19890306 GOOD             NGS
FV1083
FV1083                          STATION DESCRIPTION
FV1083
FV1083''DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
FV1083''0.9 MI NE FROM AVILA.
FV1083''0.1 MILE NORTH ALONG SAN MIGUEL STREET FROM THE POST OFFICE,
FV1083''THENCE 0.8 MILE NORTHEAST ALONG AVILA ROAD, SET IN TOP AND 0.9 FEET
FV1083''SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEADWALL
FV1083''FOR AN 18-INCH CORRUGATED STEEL PIPE CULVERT, 17 FEET NORTHEAST OF
FV1083''THE CENTER LINE OF THE ROAD, 161 FEET NORTHWEST OF THE CENTER LINE
FV1083''OF A PAVED ROAD LEADING SOUTHEAST UPHILL TO SOME LARGE TANKS.
FV1083
FV1083                          STATION RECOVERY (1989)
FV1083
FV1083''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV1083''RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
FV1083''CHANGE--PAVED ROAD, TO CAVE LANDING ROAD.