FX0549 ***********************************************************************
FX0549  DESIGNATION -  P 289
FX0549  PID         -  FX0549
FX0549  STATE/COUNTY-  VA/C OF VIRGINIA BEACH
FX0549  USGS QUAD   -  PRINCESS ANNE (1989)
FX0549
FX0549                         *CURRENT SURVEY CONTROL
FX0549  ___________________________________________________________________
FX0549* NAD 83(1986)-  36 45 35.     (N)    076 00 59.     (W)     SCALED
FX0549* NAVD 88     -         4.077  (meters)      13.38   (feet)  ADJUSTED
FX0549  ___________________________________________________________________
FX0549  GEOID HEIGHT-         -37.81  (meters)                     GEOID99
FX0549  DYNAMIC HT  -           4.074 (meters)      13.37  (feet)  COMP
FX0549  MODELED GRAV-     979,845.6   (mgal)                       NAVD 88
FX0549
FX0549  VERT ORDER  -  FIRST     CLASS II
FX0549
FX0549.The horizontal coordinates were scaled from a topographic map and have
FX0549.an estimated accuracy of +/- 6 seconds.
FX0549
FX0549.The orthometric height was determined by differential leveling
FX0549.and adjusted by the National Geodetic Survey in June 1991.
FX0549
FX0549.The geoid height was determined by GEOID99.
FX0549
FX0549.The dynamic height is computed by dividing the NAVD 88
FX0549.geopotential number by the normal gravity value computed on the
FX0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FX0549.degrees latitude (g = 980.6199 gals.).
FX0549
FX0549.The modeled gravity was interpolated from observed gravity values.
FX0549
FX0549;                    North         East    Units  Estimated Accuracy
FX0549;SPC VA S     - 1,050,240.    3,721,740.      MT  (+/- 180 meters Scaled)
FX0549
FX0549                          SUPERSEDED SURVEY CONTROL
FX0549
FX0549  NGVD 29     -         4.436  (m)           14.55   (f) ADJ UNCH    1 2
FX0549
FX0549.Superseded values are not recommended for survey control.
FX0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FX0549.See file dsdata.txt to determine how the superseded data were derived.
FX0549
FX0549_MARKER: DB = BENCH MARK DISK
FX0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FX0549_STAMPING: P 289 1942
FX0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FX0549+STABILITY: SURFACE MOTION
FX0549
FX0549  HISTORY     - Date     Condition        Recov. By
FX0549  HISTORY     - 1942     MONUMENTED       CGS
FX0549  HISTORY     - 1960     GOOD             NGS
FX0549  HISTORY     - 1977     GOOD             NGS
FX0549  HISTORY     - 1979     GOOD             NGS
FX0549  HISTORY     - 1989     GOOD             USPSQD
FX0549
FX0549                          STATION DESCRIPTION
FX0549
FX0549''DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
FX0549''2.4 MI NE FROM PRINCESS ANNE.
FX0549''2.2 MILES NORTHEAST ALONG STATE HIGHWAY 164 FROM THE POST OFFICE
FX0549''AT PRINCESS ANNE, AT NIMMO CHURCH, 136 FEET WEST OF THE SOUTHWEST
FX0549''CORNER OF THE CHURCH, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE
FX0549''HIGHWAY, 26 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTH FORK
FX0549''OF ROAD 165, AND SET IN THE WEST POINT OF THE TRIANGLE FORMED
FX0549''BY THE INTERSECTION OF HIGHWAY 164 AND COUNTY ROAD 615.  THE
FX0549''MARK IS SURROUNDED BY WELL-KEPT SHRUBBERY.  A STANDARD DISK
FX0549''STAMPED P 289 1942 AND SET IN THE TOP OF A CONCRETE POST.
FX0549
FX0549                          STATION RECOVERY (1977)
FX0549
FX0549''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
FX0549''RECOVERED IN GOOD CONDITION.
FX0549
FX0549                          STATION RECOVERY (1979)
FX0549
FX0549''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
FX0549''RECOVERED IN GOOD CONDITION.
FX0549
FX0549                          STATION RECOVERY (1989)
FX0549
FX0549''RECOVERY NOTE BY US POWER SQUADRON 1989 (NH)
FX0549''RECOVERED IN GOOD CONDITION.