FV0699 ***********************************************************************
FV0699  DESIGNATION -  M 693
FV0699  PID         -  FV0699
FV0699  STATE/COUNTY-  CA/SAN LUIS OBISPO
FV0699  USGS QUAD   -  MORRO BAY NORTH (1993)
FV0699
FV0699                         *CURRENT SURVEY CONTROL
FV0699  ___________________________________________________________________
FV0699* NAD 83(1986)-  35 24 43.     (N)    120 52 22.     (W)     SCALED
FV0699* NAVD 88     -         7.045  (meters)      23.11   (feet)  ADJUSTED
FV0699  ___________________________________________________________________
FV0699  GEOID HEIGHT-         -34.70  (meters)                     GEOID99
FV0699  DYNAMIC HT  -           7.039 (meters)      23.09  (feet)  COMP
FV0699  MODELED GRAV-     979,765.6   (mgal)                       NAVD 88
FV0699
FV0699  VERT ORDER  -  FIRST     CLASS I
FV0699
FV0699.The horizontal coordinates were scaled from a topographic map and have
FV0699.an estimated accuracy of +/- 6 seconds.
FV0699
FV0699.The orthometric height was determined by differential leveling
FV0699.and adjusted by the National Geodetic Survey in June 1991.
FV0699
FV0699.The geoid height was determined by GEOID99.
FV0699
FV0699.The dynamic height is computed by dividing the NAVD 88
FV0699.geopotential number by the normal gravity value computed on the
FV0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FV0699.degrees latitude (G = 980.6199 gals.).
FV0699
FV0699.The modeled gravity was interpolated from observed gravity values.
FV0699
FV0699;                    North         East    Units  Estimated Accuracy
FV0699;SPC CA 5     -   715,820.    1,739,110.      MT  (+/- 180 meters Scaled)
FV0699
FV0699                          SUPERSEDED SURVEY CONTROL
FV0699
FV0699  NGVD 29     -         6.201  (m)           20.34   (f) ADJUSTED    1 1
FV0699
FV0699.Superseded values are not recommended for survey control.
FV0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FV0699.See file dsdata.txt to determine how the superseded data were derived.
FV0699
FV0699_MARKER: DB = BENCH MARK DISK
FV0699_SETTING: 30 = WALK
FV0699_STAMPING: M 693 1943
FV0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
FV0699
FV0699  HISTORY     - Date     Condition        Recov. By
FV0699  HISTORY     - 1943     MONUMENTED       CGS
FV0699  HISTORY     - 1952     GOOD             NGS
FV0699  HISTORY     - 1977     GOOD             NGS
FV0699  HISTORY     - 19900823 GOOD             USGS
FV0699
FV0699                          STATION DESCRIPTION
FV0699
FV0699''DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
FV0699''3.2 MI NW FROM MORRO BAY.
FV0699''3.2 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM MORRO BAY, SAN
FV0699''LUIS OBISPO COUNTY, AT THE BRIDGE OVER TORO CREEK, IN THE SOUTH
FV0699''END OF THE WEST WALK, AND 15 FEET WEST OF THE CENTERLINE OF THE
FV0699''HIGHWAY.  A STANDARD DISK, STAMPED M 693 1943.
FV0699
FV0699                          STATION RECOVERY (1977)
FV0699
FV0699''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FV0699''3.0 MILES NORTHWEST ALONG STATE HIGHWAY 1 FROM THE OVERPASS OVER MAIN
FV0699''STREET AT MORRO BAY, SET IN THE TOP AND 1 FOOT NORTHWEST OF THE
FV0699''SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB FOR THE NORTH BOUND LANES
FV0699''BRIDGE OVER TORO CREEK, 16.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
FV0699''NORTH BOUND LANES OF THE HIGHWAY.
FV0699
FV0699                          STATION RECOVERY (1990)
FV0699
FV0699''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (LML)
FV0699''RECOVERED IN GOOD CONDITION.