DN0669 ***********************************************************************
DN0669  DESIGNATION -  H 949
DN0669  PID         -  DN0669
DN0669  STATE/COUNTY-  TX/DENTON
DN0669  USGS QUAD   -  DENTON EAST (1974)
DN0669
DN0669                         *CURRENT SURVEY CONTROL
DN0669  ___________________________________________________________________
DN0669* NAD 83(1986)-  33 13 38.     (N)    097 06 55.     (W)     SCALED
DN0669* NAVD 88     -       199.169  (meters)     653.44   (feet)  ADJUSTED
DN0669  ___________________________________________________________________
DN0669  GEOID HEIGHT-         -26.52  (meters)                     GEOID99
DN0669  DYNAMIC HT  -         198.947 (meters)     652.71  (feet)  COMP
DN0669  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
DN0669
DN0669  VERT ORDER  -  SECOND    CLASS 0
DN0669
DN0669.The horizontal coordinates were scaled from a topographic map and have
DN0669.an estimated accuracy of +/- 6 seconds.
DN0669
DN0669.The orthometric height was determined by differential leveling
DN0669.and adjusted by the National Geodetic Survey in June 1991.
DN0669
DN0669.The geoid height was determined by GEOID99.
DN0669
DN0669.The dynamic height is computed by dividing the NAVD 88
DN0669.geopotential number by the normal gravity value computed on the
DN0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DN0669.degrees latitude (G = 980.6199 gals.).
DN0669
DN0669.The modeled gravity was interpolated from observed gravity values.
DN0669
DN0669;                    North         East    Units  Estimated Accuracy
DN0669;SPC TXNC     - 2,173,900.      729,050.      MT  (+/- 180 meters Scaled)
DN0669
DN0669                          SUPERSEDED SURVEY CONTROL
DN0669
DN0669  NGVD 29     -       199.154  (m)          653.39   (f) ADJ UNCH    2 0
DN0669
DN0669.Superseded values are not recommended for survey control.
DN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DN0669.See file dsdata.txt to determine how the superseded data were derived.
DN0669
DN0669_MARKER: DB = BENCH MARK DISK
DN0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DN0669_STAMPING: H 949 1946
DN0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DN0669+STABILITY: SURFACE MOTION
DN0669
DN0669  HISTORY     - Date     Condition        Recov. By
DN0669  HISTORY     - 1946     MONUMENTED       CGS
DN0669  HISTORY     - 19950706 MARK NOT FOUND   USPSQD
DN0669
DN0669                          STATION DESCRIPTION
DN0669
DN0669''DESCRIBED BY COAST AND GEODETIC SURVEY 1946
DN0669''1.4 MI E FROM DENTON.
DN0669''1.4 MILES EAST OF DENTON, DENTON COUNTY, FROM THE POST OFFICE BY GOING
DN0669''0.1 MILE EAST ALONG MCKINNEY STREET, 0.4 MILE NORTH ALONG OAKLAND
DN0669''AVENUE, 0.4 MILE EAST ALONG TEXAS STREET, AND 0.5 MILE NORTHEAST ALONG
DN0669''A GRAVEL ROAD PARALLELING THE TEXAS AND PACIFIC RAILWAY. IT IS BETWEEN
DN0669''THE ROAD AND THE RAILROAD, 53 FEET SOUTHEAST OF THE CENTERLINE OF THE
DN0669''MAIN ROAD, 26.5 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 52.5
DN0669''FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 1 FOOT EAST OF
DN0669''A WHITE WOODEN WITNESS POST, AND 2.5 FEET HIGHER THAN THE MAIN ROAD. A
DN0669''STANDARD DISK, STAMPED H 949 1946 AND SET IN THE TOP OF A CONCRETE
DN0669''POST PROJECTING 3 INCHES ABOVE GROUND.
DN0669
DN0669                          STATION RECOVERY (1995)
DN0669
DN0669''RECOVERY NOTE BY US POWER SQUADRON 1995
DN0669''MARK NOT FOUND.