FV1087 ***********************************************************************
FV1087  DESIGNATION -  N 1314
FV1087  PID         -  FV1087
FV1087  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV1087  USGS QUAD   -  PISMO BEACH (1994)
FV1087
FV1087                         *CURRENT SURVEY CONTROL
FV1087  ___________________________________________________________________
FV1087* NAD 83(1986)-  35 13 25.     (N)    120 41 28.     (W)     SCALED
FV1087* NAVD 88     -        26.629  (meters)      87.37   (feet)  ADJUSTED
FV1087  ___________________________________________________________________
FV1087  GEOID HEIGHT-         -34.85  (meters)                     GEOID99
FV1087  DYNAMIC HT  -          26.605 (meters)      87.29  (feet)  COMP
FV1087  MODELED GRAV-     979,732.3   (mgal)                       NAVD 88
FV1087
FV1087  VERT ORDER  -  FIRST     CLASS I
FV1087
FV1087.The horizontal coordinates were scaled from a topographic map and have
FV1087.an estimated accuracy of +/- 6 seconds.
FV1087
FV1087.The orthometric height was determined by differential leveling
FV1087.and adjusted by the National Geodetic Survey in June 1991.
FV1087
FV1087.The geoid height was determined by GEOID99.
FV1087
FV1087.The dynamic height is computed by dividing the NAVD 88
FV1087.geopotential number by the normal gravity value computed on the
FV1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV1087.degrees latitude (G = 980.6199 gals.).
FV1087
FV1087.The modeled gravity was interpolated from observed gravity values.
FV1087
FV1087;                    North         East    Units  Estimated Accuracy
FV1087;SPC CA 5     -   694,470.    1,755,040.      MT  (+/- 180 meters Scaled)
FV1087
FV1087                          SUPERSEDED SURVEY CONTROL
FV1087
FV1087  NGVD 29     -        25.758  (m)           84.51   (f) ADJUSTED    1 1
FV1087
FV1087.Superseded values are not recommended for survey control.
FV1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV1087.See file dsdata.txt to determine how the superseded data were derived.
FV1087
FV1087_MARKER: DB = BENCH MARK DISK
FV1087_SETTING: 38 = PIER
FV1087_STAMPING: N 1314 1977
FV1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FV1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
FV1087+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1989
FV1087
FV1087  HISTORY     - Date     Condition        Recov. By
FV1087  HISTORY     - 1977     MONUMENTED       NGS
FV1087  HISTORY     - 19890210 GOOD             NGS
FV1087
FV1087                          STATION DESCRIPTION
FV1087
FV1087''DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
FV1087''3.95 MI SOUTH FROM SAN LUIS OBISPO.
FV1087''3.95 MILES SOUTH ALONG HIGUERA STREET (ALTERNATE U.S.HIGHWAY 101)
FV1087''FROM THE INTERSECTION OF MARSH STREET AT SAN LUIS OBISPO, SET IN
FV1087''THE NORTHWEST FACE OF THE NORTHEAST ONE OF THREE CONCRETE PILLARS
FV1087''FOR THE OVERPASS FOR THE NORTH BOUND LANES OF U.S. HIGHWAY 101, 26.5
FV1087''FEET SOUTHEAST OF THE CENTER LINE OF THE STREET, THIS MARK CAN ALSO
FV1087''BE REACHED BY PROCEEDING 0.1 MILE NORTH ALONG SAN MIGUEL STREET FROM
FV1087''THE POST OFFICE AT AVILA , THENCE 2.5 MILES NORTHEAST ALONG AVILA
FV1087''ROAD, THENCE 3.15 MILES NORTH ALONG ONTARIO ROAD, THENCE 0.1 MILE
FV1087''NORTHEAST ALONG HIGUERA STREET.
FV1087
FV1087                          STATION RECOVERY (1989)
FV1087
FV1087''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV1087''RECOVERED IN GOOD CONDITION.