BS0898 ***********************************************************************
BS0898  DESIGNATION -  V 274
BS0898  PID         -  BS0898
BS0898  STATE/COUNTY-  GA/BEN HILL
BS0898  USGS QUAD   -  FITZGERALD WEST (1987)
BS0898
BS0898                         *CURRENT SURVEY CONTROL
BS0898  ___________________________________________________________________
BS0898* NAD 83(1986)-  31 41 28.     (N)    083 17 27.     (W)     SCALED
BS0898* NAVD 88     -        99.990  (meters)     328.05   (feet)  ADJUSTED
BS0898  ___________________________________________________________________
BS0898  GEOID HEIGHT-         -27.08  (meters)                     GEOID99
BS0898  DYNAMIC HT  -          99.870 (meters)     327.66  (feet)  COMP
BS0898  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
BS0898
BS0898  VERT ORDER  -  FIRST     CLASS II
BS0898
BS0898.The horizontal coordinates were scaled from a topographic map and have
BS0898.an estimated accuracy of +/- 6 seconds.
BS0898
BS0898.The orthometric height was determined by differential leveling
BS0898.and adjusted by the National Geodetic Survey in June 1991.
BS0898
BS0898.The geoid height was determined by GEOID99.
BS0898
BS0898.The dynamic height is computed by dividing the NAVD 88
BS0898.geopotential number by the normal gravity value computed on the
BS0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
BS0898.degrees latitude (g = 980.6199 gals.).
BS0898
BS0898.The modeled gravity was interpolated from observed gravity values.
BS0898
BS0898;                    North         East    Units  Estimated Accuracy
BS0898;SPC GA W     -   187,800.      783,030.      MT  (+/- 180 meters Scaled)
BS0898
BS0898                          SUPERSEDED SURVEY CONTROL
BS0898
BS0898  NGVD 29     -       100.185  (m)          328.69   (f) ADJ UNCH    1 2
BS0898
BS0898.Superseded values are not recommended for survey control.
BS0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
BS0898.See file dsdata.txt to determine how the superseded data were derived.
BS0898
BS0898_MARKER: DB = BENCH MARK DISK
BS0898_SETTING: 36 = ABUTMENT
BS0898_STAMPING: V 274 1962
BS0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
BS0898
BS0898  HISTORY     - Date     Condition        Recov. By
BS0898  HISTORY     - 1962     MONUMENTED       CGS
BS0898  HISTORY     - 1979     GOOD             NGS
BS0898
BS0898                          STATION DESCRIPTION
BS0898
BS0898''DESCRIBED BY COAST AND GEODETIC SURVEY 1962
BS0898''4 MI SW FROM FITZGERALD.
BS0898''ABOUT 0.2 MILE WEST ALONG EAST CENTRAL AVENUE FROM THE COURTHOUSE
BS0898''AT FITZGERALD, THENCE 0.6 MILE SOUTH ALONG U.S. HIGHWAY 129
BS0898''(SOUTH GRANT STREET), THENCE 1.5 MILES WEST ALONG WEST ROANOKE
BS0898''STREET AND ITS EXTENSION, THENCE 1.7 MILES SOUTHWESTERLY ALONG
BS0898''A BLACK TOP ROAD, 1.05 MILES NORTHEAST OF THE JUNCTION OF STATE
BS0898''HIGHWAY 107, SET ON THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
BS0898''CONCRETE ABUTMENT OF A 135 FOOT LONG BRIDGE OVER WILLACOOCHEE
BS0898''CREEK, 14 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
BS0898''SOUTHWEST OF THE NORTHEAST EDGE OF THE ABUTMENT AND LEVEL WITH
BS0898''THE ROAD SURFACE.
BS0898
BS0898                          STATION RECOVERY (1979)
BS0898
BS0898''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
BS0898''RECOVERED IN GOOD CONDITION.