AR0264 ***********************************************************************
AR0264  DESIGNATION -  R 147
AR0264  PID         -  AR0264
AR0264  STATE/COUNTY-  FL/BRADFORD
AR0264  USGS QUAD   -  STARKE (1991)
AR0264
AR0264                         *CURRENT SURVEY CONTROL
AR0264  ___________________________________________________________________
AR0264* NAD 83(1986)-  29 55 37.     (N)    082 06 52.     (W)     SCALED
AR0264* NAVD 88     -        51.123  (meters)     167.73   (feet)  ADJUSTED
AR0264  ___________________________________________________________________
AR0264  GEOID HEIGHT-         -27.96  (meters)                     GEOID99
AR0264  DYNAMIC HT  -          51.055 (meters)     167.50  (feet)  COMP
AR0264  MODELED GRAV-     979,316.9   (mgal)                       NAVD 88
AR0264
AR0264  VERT ORDER  -  FIRST     CLASS II
AR0264
AR0264.The horizontal coordinates were scaled from a topographic map and have
AR0264.an estimated accuracy of +/- 6 seconds.
AR0264
AR0264.The orthometric height was determined by differential leveling
AR0264.and adjusted by the National Geodetic Survey in June 1991.
AR0264
AR0264.The geoid height was determined by GEOID99.
AR0264
AR0264.The dynamic height is computed by dividing the NAVD 88
AR0264.geopotential number by the normal gravity value computed on the
AR0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
AR0264.degrees latitude (g = 980.6199 gals.).
AR0264
AR0264.The modeled gravity was interpolated from observed gravity values.
AR0264
AR0264;                    North         East    Units  Estimated Accuracy
AR0264;SPC FL N     -   105,160.      830,320.      MT  (+/- 180 meters Scaled)
AR0264
AR0264                          SUPERSEDED SURVEY CONTROL
AR0264
AR0264  NGVD 29     -        51.382  (m)          168.58   (f) ADJUSTED    1 2
AR0264
AR0264.Superseded values are not recommended for survey control.
AR0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AR0264.See file dsdata.txt to determine how the superseded data were derived.
AR0264
AR0264_MARKER: DB = BENCH MARK DISK
AR0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AR0264_STAMPING: R 147 1954
AR0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AR0264+STABILITY: SURFACE MOTION
AR0264
AR0264  HISTORY     - Date     Condition        Recov. By
AR0264  HISTORY     - 1954     MONUMENTED       CGS
AR0264  HISTORY     - 1978     GOOD             NGS
AR0264
AR0264                          STATION DESCRIPTION
AR0264
AR0264''DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AR0264''1.6 MI S FROM STARKE.
AR0264''ABOUT 1.65 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
AR0264''THE STATION AT STARKE, ABOUT 149 YARDS SOUTH OF MILE POST 680,
AR0264''114 YARDS NORTH OF A SWITCH STAND AT SOUTH END OF A DOUBLE TRACK,
AR0264''217 FEET SOUTHEAST OF CENTER OF A ROAD CROSSING, 86 FEET EAST OF
AR0264''EAST RAIL OF EAST TRACK, 99 FEET EAST OF EAST RAIL OF MAIN
AR0264''TRACK, 4 FEET SOUTHWEST OF SOUTHWEST CORNER OF MT. NEBO BAPTIST
AR0264''CHURCH, 168 1/2 FEET EAST-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE
AR0264''POLE NO. 1270, 32 FEET SOUTHEAST OF A 24-INCH PIN OAK TREE, 70
AR0264''FEET NORTHEAST OF A 22-INCH PIN OAK TREE, ABOUT 2 1/2 FEET BELOW
AR0264''LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
AR0264''3 INCHES.
AR0264
AR0264                          STATION RECOVERY (1978)
AR0264
AR0264''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
AR0264''RECOVERED IN GOOD CONDITION.