FV0473 ***********************************************************************
FV0473  DESIGNATION -  R 561
FV0473  PID         -  FV0473
FV0473  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0473  USGS QUAD   -  LA PANZA (1967)
FV0473
FV0473                         *CURRENT SURVEY CONTROL
FV0473  ___________________________________________________________________
FV0473* NAD 83(1986)-  35 21 27.     (N)    120 14 35.     (W)     SCALED
FV0473* NAVD 88     -       688.868  (meters)    2260.06   (feet)  ADJUSTED
FV0473  ___________________________________________________________________
FV0473  GEOID HEIGHT-         -33.62  (meters)                     GEOID99
FV0473  DYNAMIC HT  -         688.156 (meters)    2257.73  (feet)  COMP
FV0473  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
FV0473
FV0473  VERT ORDER  -  FIRST     CLASS I
FV0473
FV0473.The horizontal coordinates were scaled from a topographic map and have
FV0473.an estimated accuracy of +/- 6 seconds.
FV0473
FV0473.The orthometric height was determined by differential leveling
FV0473.and adjusted by the National Geodetic Survey in June 1991.
FV0473
FV0473.The geoid height was determined by GEOID99.
FV0473
FV0473.The dynamic height is computed by dividing the NAVD 88
FV0473.geopotential number by the normal gravity value computed on the
FV0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0473.degrees latitude (G = 980.6199 gals.).
FV0473
FV0473.The modeled gravity was interpolated from observed gravity values.
FV0473
FV0473;                    North         East    Units  Estimated Accuracy
FV0473;SPC CA 5     -   708,320.    1,796,150.      MT  (+/- 180 meters Scaled)
FV0473
FV0473                          SUPERSEDED SURVEY CONTROL
FV0473
FV0473  NGVD 29     -       687.981  (m)         2257.15   (f) ADJ UNCH    1 1
FV0473
FV0473.Superseded values are not recommended for survey control.
FV0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0473.See file dsdata.txt to determine how the superseded data were derived.
FV0473
FV0473_MARKER: DB = BENCH MARK DISK
FV0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FV0473_STAMPING: R 561 1957
FV0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FV0473+STABILITY: SURFACE MOTION
FV0473
FV0473  HISTORY     - Date     Condition        Recov. By
FV0473  HISTORY     - 1957     MONUMENTED       CGS
FV0473  HISTORY     - 1977     GOOD             NGS
FV0473
FV0473                          STATION DESCRIPTION
FV0473
FV0473''DESCRIBED BY COAST AND GEODETIC SURVEY 1957
FV0473''13.6 MI NE FROM POZO.
FV0473''13.6 MILES NORTHEAST ALONG SANTA MARGARITA MOUNTAIN ROAD (FORMER
FV0473''STATE HIGHWAY 178) FROM THE POZO GUARD STATION AT POZO, IN R16E
FV0473''T29S, IN THE SOUTHEAST QUARTER OF SECTION 34, 0.6 MILE NORTHEAST
FV0473''OF LA PANZA SUMMIT, AT THE Y JUNCTION OF A DIM TRACK ROAD
FV0473''LEADING NORTHEAST, 18 1/2 FEET EAST OF THE SOUTHEAST END OF A
FV0473''GATE, 31 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.4
FV0473''FEET SOUTH OF A FENCE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1
FV0473''FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
FV0473''PROJECTING 0.4 FOOT ABOVE THE GROUND.
FV0473
FV0473                          STATION RECOVERY (1977)
FV0473
FV0473''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0473''1.4 MILES NORTHEAST ALONG POZO ROAD FROM A BRIDGE OVER POZO CREEK,
FV0473''THENCE 12.2 MILES NORTHEAST ALONG POZO-LA PANZA ROAD, 0.6 MILE
FV0473''NORTHEAST OF LA PANZA SUMMIT, AT THE JUNCTION OF A DIM TRACK
FV0473''ROAD LEADING NORTHEAST, 31.5 FT. NORTH OF THE CENTER LINE OF THE
FV0473''ROAD, 18.5 FT. EAST OF THE SOUTHEAST END OF A GATE, 1.4 FT. SOUTH
FV0473''OF A FENCE.