<pre>FV0081 ***********************************************************************
FV0081  DESIGNATION -  692
FV0081  PID         -  FV0081
FV0081  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0081  USGS QUAD   -  PASO ROBLES (1979)
FV0081
FV0081                         *CURRENT SURVEY CONTROL
FV0081  ___________________________________________________________________
FV0081* NAD 83(1986)-  35 39 10.     (N)    120 41 35.     (W)     SCALED
FV0081* NAVD 88     -       211.638  (meters)     694.35   (feet)  ADJUSTED
FV0081  ___________________________________________________________________
FV0081  GEOID HEIGHT-         -34.02  (meters)                     GEOID99
FV0081  DYNAMIC HT  -         211.445 (meters)     693.72  (feet)  COMP
FV0081  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
FV0081
FV0081  VERT ORDER  -  FIRST     CLASS I
FV0081
FV0081.The horizontal coordinates were scaled from a topographic map and have
FV0081.an estimated accuracy of +/- 6 seconds.
FV0081
FV0081.The orthometric height was determined by differential leveling
FV0081.and adjusted by the National Geodetic Survey in June 1991.
FV0081
FV0081.The geoid height was determined by GEOID99.
FV0081
FV0081.The dynamic height is computed by dividing the NAVD 88
FV0081.geopotential number by the normal gravity value computed on the
FV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0081.degrees latitude (G = 980.6199 gals.).
FV0081
FV0081.The modeled gravity was interpolated from observed gravity values.
FV0081
FV0081;                    North         East    Units  Estimated Accuracy
FV0081;SPC CA 5     -   742,080.    1,756,140.      MT  (+/- 180 meters Scaled)
FV0081
FV0081                          SUPERSEDED SURVEY CONTROL
FV0081
FV0081  NGVD 29     -       210.725  (m)          691.35   (f) ADJUSTED    1 1
FV0081
FV0081.Superseded values are not recommended for survey control.
FV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0081.See file dsdata.txt to determine how the superseded data were derived.
FV0081
FV0081_MARKER: Q = CHISELED SQUARE
FV0081_SETTING: 32 = HEADWALL
FV0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0081+STABILITY: SURFACE MOTION
FV0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FV0081+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1989
FV0081
FV0081  HISTORY     - Date     Condition        Recov. By
FV0081  HISTORY     - UNK      MONUMENTED       USGS
FV0081  HISTORY     - 1968     GOOD             NGS
FV0081  HISTORY     - 1974     GOOD
FV0081  HISTORY     - 19890123 GOOD             NGS
FV0081
FV0081                          STATION DESCRIPTION
FV0081
FV0081''DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
FV0081''2.1 MI N FROM PASO ROBLES.
FV0081''2.1 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
FV0081''THE STATION AT PASO ROBLES, NEAR THE JUNCTION OF PARK AND 36TH
FV0081''STREETS, IN THE TOP AND 1.6 FEET NORTHWEST OF THE SOUTHEAST END
FV0081''OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 214.21, 7.0 FEET
FV0081''SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN
FV0081''THE TRACK.
FV0081
FV0081                          STATION RECOVERY (1974)
FV0081
FV0081''RECOVERED 1974
FV0081''RECOVERED IN GOOD CONDITION.
FV0081
FV0081                          STATION RECOVERY (1989)
FV0081
FV0081''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
FV0081''RECOVERED IN GOOD CONDITION.
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