FS0572 ***********************************************************************
FS0572  DESIGNATION -  Z 126
FS0572  PID         -  FS0572
FS0572  STATE/COUNTY-  AZ/MOHAVE
FS0572  USGS QUAD   -  KINGMAN (1980)
FS0572
FS0572                         *CURRENT SURVEY CONTROL
FS0572  ___________________________________________________________________
FS0572* NAD 83(1986)-  35 11 12.     (N)    114 01 57.     (W)     SCALED
FS0572* NAVD 88     -      1049.700  (meters)    3443.89   (feet)  ADJUSTED
FS0572  ___________________________________________________________________
FS0572  GEOID HEIGHT-         -28.34  (meters)                     GEOID99
FS0572  DYNAMIC HT  -        1048.456 (meters)    3439.81  (feet)  COMP
FS0572  MODELED GRAV-     979,413.6   (mgal)                       NAVD 88
FS0572
FS0572  VERT ORDER  -  FIRST     CLASS II
FS0572
FS0572.The horizontal coordinates were scaled from a topographic map and have
FS0572.an estimated accuracy of +/- 6 seconds.
FS0572
FS0572.The orthometric height was determined by differential leveling
FS0572.and adjusted by the National Geodetic Survey in June 1991.
FS0572
FS0572.The geoid height was determined by GEOID99.
FS0572
FS0572.The dynamic height is computed by dividing the NAVD 88
FS0572.geopotential number by the normal gravity value computed on the
FS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FS0572.degrees latitude (G = 980.6199 gals.).
FS0572
FS0572.The modeled gravity was interpolated from observed gravity values.
FS0572
FS0572;                    North         East    Units  Estimated Accuracy
FS0572;SPC AZ W     -   464,330.      187,630.      MT  (+/- 180 meters Scaled)
FS0572
FS0572                          SUPERSEDED SURVEY CONTROL
FS0572
FS0572  NGVD 29     -      1048.902  (m)         3441.27   (f) ADJ UNCH    1 2
FS0572
FS0572.Superseded values are not recommended for survey control.
FS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FS0572.See file dsdata.txt to determine how the superseded data were derived.
FS0572
FS0572_MARKER: DB = BENCH MARK DISK
FS0572_SETTING: 65 = UNSPECIFIED ROCK
FS0572_STAMPING: Z 126 1935
FS0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
FS0572
FS0572  HISTORY     - Date     Condition        Recov. By
FS0572  HISTORY     - 1935     MONUMENTED       CGS
FS0572  HISTORY     - 1961     GOOD             NGS
FS0572  HISTORY     - 1982     GOOD             NGS
FS0572
FS0572                          STATION DESCRIPTION
FS0572
FS0572''DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
FS0572''1.3 MI E FROM KINGMAN.
FS0572''ABOUT 1.3 MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE
FS0572''RAILWAY FROM THE STATION AT KINGMAN, NEAR SIGNAL 5152, 50 FEET
FS0572''WEST OF THE WEST RAIL, 115 FEET SOUTHWEST OF SIGNAL 5152, 90 FEET
FS0572''SOUTHEAST OF AN ABANDONED SIGNAL, 25 FEET EAST OF THE CENTER OF
FS0572''AN ABANDONED TRACK, 50 FEET NORTH OF A POLE, ABOUT 2 FEET ABOVE
FS0572''THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A LARGE BLACK
FS0572''ROCK PROJECTING ABOUT 2 FEET ABOVE THE SURFACE OF THE GROUND.
FS0572
FS0572                          STATION RECOVERY (1982)
FS0572
FS0572''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
FS0572''2.1 KM (1.3 MILES) NORTHEAST ALONG THE ATCHISON, TOPEKA, AND SANTA FE
FS0572''RAILROAD FROM THE STATION AT KINGMAN, 15.2 METERS (50 FT) WEST OF THE
FS0572''WEST RAIL, 8.7 METERS (28.5 FT) EAST OF THE CENTER OF A DIRT ROAD, SET
FS0572''IN TOP OF A LARGE BLACK ROCK PROJECTING ABOUT 2 FT ABOVE THE SURFACE
FS0572''OF THE GROUND.
FS0572''THE MARK IS 0.5 METERS  N FROM A WITNESS POST.
FS0572''THE MARK IS ABOVE LEVEL WITH THE TRACK.