FV1972 ***********************************************************************
FV1972  DESIGNATION -  U 1450
FV1972  PID         -  FV1972
FV1972  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV1972  USGS QUAD   -  ATASCADERO (1993)
FV1972
FV1972                         *CURRENT SURVEY CONTROL
FV1972  ___________________________________________________________________
FV1972* NAD 83(1986)-  35 27 18.     (N)    120 38 33.     (W)     SCALED
FV1972* NAVD 88     -       292.952  (meters)     961.13   (feet)  ADJUSTED
FV1972  ___________________________________________________________________
FV1972  GEOID HEIGHT-         -34.10  (meters)                     GEOID99
FV1972  DYNAMIC HT  -         292.677 (meters)     960.22  (feet)  COMP
FV1972  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
FV1972
FV1972  VERT ORDER  -  FIRST     CLASS II
FV1972
FV1972.The horizontal coordinates were scaled from a topographic map and have
FV1972.an estimated accuracy of +/- 6 seconds.
FV1972
FV1972.The orthometric height was determined by differential leveling
FV1972.and adjusted by the National Geodetic Survey in June 1991.
FV1972
FV1972.The geoid height was determined by GEOID99.
FV1972
FV1972.The dynamic height is computed by dividing the NAVD 88
FV1972.geopotential number by the normal gravity value computed on the
FV1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV1972.degrees latitude (G = 980.6199 gals.).
FV1972
FV1972.The modeled gravity was interpolated from observed gravity values.
FV1972
FV1972;                    North         East    Units  Estimated Accuracy
FV1972;SPC CA 5     -   720,020.    1,760,140.      MT  (+/- 180 meters Scaled)
FV1972
FV1972                          SUPERSEDED SURVEY CONTROL
FV1972
FV1972.No superseded survey control is available for this station.
FV1972
FV1972_MARKER: I = METAL ROD
FV1972_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
FV1972+WITH SETTING: INFORMATION.
FV1972_STAMPING: U 1450 1989
FV1972_MAGNETIC: I = MARKER IS A STEEL ROD
FV1972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FV1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
FV1972+SATELLITE: SATELLITE OBSERVATIONS - 1989
FV1972
FV1972  HISTORY     - Date     Condition        Recov. By
FV1972  HISTORY     - 1989     MONUMENTED       NGS
FV1972
FV1972                          STATION DESCRIPTION
FV1972
FV1972''DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
FV1972''3.9 KM (2.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
FV1972''MORRO AVENUE IN ATASCADERO, 1.4 KM (0.85 MI) SOUTH OF THE INTERSECTION
FV1972''OF SANTA ROSA ROAD, A METAL ROAD DRIVEN 2.2 METERS AND FLUSH WITH
FV1972''THE GROUND, 30.7 M (100.7 FT) SOUTHEAST OF A UTILITY POLE WITH
FV1972''1 GUY WIRE AND LINES CROSSING THE HIGHWAY, 24.4 M (80.1 FT) NORTHEAST
FV1972''OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.4 M
FV1972''(14.4 FT) NORTHWEST OF A UTILITY POLE, AND 2.7 M (8.9 FT) ABOVE THE
FV1972''LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
FV1972''5-INCH LOGO CAP.