FV0819 ***********************************************************************
FV0819  DESIGNATION -  2495 USGS
FV0819  PID         -  FV0819
FV0819  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0819  USGS QUAD   -  POZO SUMMIT (1967)
FV0819
FV0819                         *CURRENT SURVEY CONTROL
FV0819  ___________________________________________________________________
FV0819* NAD 83(1986)-  35 21 18.     (N)    120 15 09.     (W)     SCALED
FV0819* NAVD 88     -       761.846  (meters)    2499.49   (feet)  ADJUSTED
FV0819  ___________________________________________________________________
FV0819  GEOID HEIGHT-         -33.61  (meters)                     GEOID99
FV0819  DYNAMIC HT  -         761.064 (meters)    2496.92  (feet)  COMP
FV0819  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
FV0819
FV0819  VERT ORDER  -  FIRST     CLASS I
FV0819
FV0819.The horizontal coordinates were scaled from a topographic map and have
FV0819.an estimated accuracy of +/- 6 seconds.
FV0819
FV0819.The orthometric height was determined by differential leveling
FV0819.and adjusted by the National Geodetic Survey in June 1991.
FV0819
FV0819.The geoid height was determined by GEOID99.
FV0819
FV0819.The dynamic height is computed by dividing the NAVD 88
FV0819.geopotential number by the normal gravity value computed on the
FV0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0819.degrees latitude (G = 980.6199 gals.).
FV0819
FV0819.The modeled gravity was interpolated from observed gravity values.
FV0819
FV0819;                    North         East    Units  Estimated Accuracy
FV0819;SPC CA 5     -   708,070.    1,795,290.      MT  (+/- 180 meters Scaled)
FV0819
FV0819                          SUPERSEDED SURVEY CONTROL
FV0819
FV0819  NGVD 29     -       760.966  (m)         2496.60   (f) ADJ UNCH    1 1
FV0819
FV0819.Superseded values are not recommended for survey control.
FV0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0819.See file dsdata.txt to determine how the superseded data were derived.
FV0819
FV0819_MARKER: P = PIPE CAP
FV0819_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
FV0819_STAMPING: 2495
FV0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
FV0819
FV0819  HISTORY     - Date     Condition        Recov. By
FV0819  HISTORY     - UNK      MONUMENTED       USGS
FV0819  HISTORY     - 1957     GOOD             NGS
FV0819  HISTORY     - 1970     GOOD             USGS
FV0819  HISTORY     - 1977     GOOD             NGS
FV0819
FV0819                          STATION DESCRIPTION
FV0819
FV0819''DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
FV0819''13 MI NE FROM POZO.
FV0819''13.0 MILES NORTHEAST ALONG SANTA MARGARITA MOUNTAIN ROAD FROM THE
FV0819''POZO GUARD STATION AT POZO, IN R16E T29S, IN THE SOUTHWEST
FV0819''QUARTER OF SECTION 34, AT LA PANZA SUMMIT, AT THE JUNCTION OF A
FV0819''FOREST SERVICE ROAD LEADING SOUTH TO QUEEN BEE CAMP, 52 FEET WEST
FV0819''(SLOPE MEASUREMENT) OF THE CENTER LINE OF THE ROAD LEADING
FV0819''SOUTH, 31 1/2 FEET SOUTH (SLOPE MEASUREMENT) OF THE CENTER LINE
FV0819''OF SANTA MARGARITA MOUNTAIN ROAD, 1.0 FOOT NORTH OF A WITNESS
FV0819''POST, ABOUT 10 FEET HIGHER THAN THE ROADS, AND FASTENED ON THE
FV0819''TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE
FV0819''GROUND.
FV0819
FV0819                          STATION RECOVERY (1970)
FV0819
FV0819''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
FV0819''RECOVERED IN GOOD CONDITION.
FV0819
FV0819                          STATION RECOVERY (1977)
FV0819
FV0819''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0819''1.4 MILES NORTHEAST ALONG POZO ROAD FROM A BRIDGE OVER POZO CREEK,
FV0819''THENCE 11.6 MILES NORTHEAST ALONG POZO-LA PANZA ROAD, AT LA PANZA
FV0819''SUMMIT, AT THE JUNCTION OF A FOREST SERVICE ROAD LEADING SOUTH TO
FV0819''A CAMP, 52 FT. SOUTH OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
FV0819''31.5 FT. SOUTH OF THE CENTER LINE OF THE ROAD. A BRONZE CAP SECURED
FV0819''TO THE TOP OF A 3.5-INCH IRON PIPE WHICH PROJECTS 1 FT. ABOVE THE
FV0819''GROUND.