AR0273 ***********************************************************************
AR0273  DESIGNATION -  V 147
AR0273  PID         -  AR0273
AR0273  STATE/COUNTY-  FL/BRADFORD
AR0273  USGS QUAD   -  STARKE (1991)
AR0273
AR0273                         *CURRENT SURVEY CONTROL
AR0273  ___________________________________________________________________
AR0273* NAD 83(1986)-  29 57 01.     (N)    082 06 22.     (W)     SCALED
AR0273* NAVD 88     -        50.031  (meters)     164.14   (feet)  ADJUSTED
AR0273  ___________________________________________________________________
AR0273  GEOID HEIGHT-         -27.98  (meters)                     GEOID99
AR0273  DYNAMIC HT  -          49.965 (meters)     163.93  (feet)  COMP
AR0273  MODELED GRAV-     979,318.9   (mgal)                       NAVD 88
AR0273
AR0273  VERT ORDER  -  FIRST     CLASS II
AR0273
AR0273.The horizontal coordinates were scaled from a topographic map and have
AR0273.an estimated accuracy of +/- 6 seconds.
AR0273
AR0273.The orthometric height was determined by differential leveling
AR0273.and adjusted by the National Geodetic Survey in June 1991.
AR0273
AR0273.The geoid height was determined by GEOID99.
AR0273
AR0273.The dynamic height is computed by dividing the NAVD 88
AR0273.geopotential number by the normal gravity value computed on the
AR0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
AR0273.degrees latitude (g = 980.6199 gals.).
AR0273
AR0273.The modeled gravity was interpolated from observed gravity values.
AR0273
AR0273;                    North         East    Units  Estimated Accuracy
AR0273;SPC FL N     -   107,760.      831,070.      MT  (+/- 180 meters Scaled)
AR0273
AR0273                          SUPERSEDED SURVEY CONTROL
AR0273
AR0273  NGVD 29     -        50.290  (m)          164.99   (f) ADJUSTED    1 2
AR0273
AR0273.Superseded values are not recommended for survey control.
AR0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AR0273.See file dsdata.txt to determine how the superseded data were derived.
AR0273
AR0273_MARKER: DB = BENCH MARK DISK
AR0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AR0273_STAMPING: V 147 1954
AR0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AR0273+STABILITY: SURFACE MOTION
AR0273
AR0273  HISTORY     - Date     Condition        Recov. By
AR0273  HISTORY     - 1954     MONUMENTED       CGS
AR0273  HISTORY     - 1979     GOOD             NGS
AR0273
AR0273                          STATION DESCRIPTION
AR0273
AR0273''DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AR0273''AT STARKE.
AR0273''AT STARKE, AT THE CROSSING OF STATE HIGHWAY 16 (10TH STREET) AND
AR0273''THE SEABOARD AIR LINE RAILWAY, ABOUT 47 YARDS NORTH OF THE STATION,
AR0273''18 FEET NORTH OF THE NORTH CURB LINE OF 10TH STREET, 42 FEET
AR0273''WEST OF WEST RAIL OF WEST MAIN TRACK, 44 FEET NORTHWEST OF WEST
AR0273''CORNER OF CONCRETE BASE OF WARNING SIGNAL, 29 FEET SOUTH OF
AR0273''A TELEPHONE AND POWER POLE, 12 FEET EAST OF EAST RAIL OF A SPUR
AR0273''TRACK, 2 FEET NORTH OF THE SECOND POST FROM WEST END OF A ROW OF
AR0273''LOW GUARD POSTS, ABOUT 1 FOOT BELOW LEVEL OF MAIN TRACK AND SET
AR0273''IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
AR0273
AR0273                          STATION RECOVERY (1979)
AR0273
AR0273''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
AR0273''RECOVERED IN GOOD CONDITION.