MS0195 ***********************************************************************
MS0195  DESIGNATION -  Z 94
MS0195  PID         -  MS0195
MS0195  STATE/COUNTY-  UT/BOX ELDER
MS0195  USGS QUAD   -  ROZEL (1969)
MS0195
MS0195                         *CURRENT SURVEY CONTROL
MS0195  ___________________________________________________________________
MS0195* NAD 83(1986)-  41 35 47.     (N)    112 40 49.     (W)     SCALED
MS0195* NAVD 88     -      1410.600  (meters)    4627.94   (feet)  ADJUSTED
MS0195  ___________________________________________________________________
MS0195  GEOID HEIGHT-         -15.90  (meters)                     GEOID99
MS0195  DYNAMIC HT  -        1409.637 (meters)    4624.78  (feet)  COMP
MS0195  MODELED GRAV-     979,890.3   (mgal)                       NAVD 88
MS0195
MS0195  VERT ORDER  -  FIRST     CLASS II
MS0195
MS0195.The horizontal coordinates were scaled from a topographic map and have
MS0195.an estimated accuracy of +/- 6 seconds.
MS0195
MS0195.The orthometric height was determined by differential leveling
MS0195.and adjusted by the National Geodetic Survey in June 1991.
MS0195
MS0195.The geoid height was determined by GEOID99.
MS0195
MS0195.The dynamic height is computed by dividing the NAVD 88
MS0195.geopotential number by the normal gravity value computed on the
MS0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
MS0195.degrees latitude (G = 980.6199 gals.).
MS0195
MS0195.The modeled gravity was interpolated from observed gravity values.
MS0195
MS0195;                    North         East    Units  Estimated Accuracy
MS0195;SPC UT N     - 1,140,930.      401,600.      MT  (+/- 180 meters Scaled)
MS0195
MS0195                          SUPERSEDED SURVEY CONTROL
MS0195
MS0195  NGVD 29     -      1409.592  (m)         4624.64   (f) ADJ UNCH    1 2
MS0195
MS0195.Superseded values are not recommended for survey control.
MS0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
MS0195.See file dsdata.txt to determine how the superseded data were derived.
MS0195
MS0195_MARKER: DB = BENCH MARK DISK
MS0195_SETTING: 66 = SET IN ROCK OUTCROP
MS0195_STAMPING: Z 94 1953
MS0195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
MS0195+STABILITY: POSITION/ELEVATION WELL
MS0195
MS0195  HISTORY     - Date     Condition        Recov. By
MS0195  HISTORY     - 1953     MONUMENTED       CGS
MS0195
MS0195                          STATION DESCRIPTION
MS0195
MS0195''DESCRIBED BY COAST AND GEODETIC SURVEY 1953
MS0195''9.5 MI W FROM PROMONTORY.
MS0195''3.1 MILES SOUTHWEST ALONG A COUNTY GRAVELED ROAD FROM THE GOLDEN SPIKE
MS0195''MONUMENT AT PROMONTORY, THENCE 6.4 MILES WEST ALONG A GRAVELED ROAD ON
MS0195''THE ABANDONED SOUTHERN PACIFIC COMPANY RAILROAD BED.  0.4 MILE EAST OF
MS0195''MILEPOLE 763, ABOUT 80 YARDS NORTHWEST OF THE CENTER OF THE T JUNCTION
MS0195''OF A TRACK ROAD LEADING SOUTHWEST, IN THE TOP OF THE APPROXIMATE
MS0195''CENTER OF A 25- BY 30-FOOT FLAT-TOPPED OUTCROP PROJECTING ABOUT 4 FEET
MS0195''ABOVE THE GROUND, 49 FEET SOUTHWEST OF A TELEPHONE POLE, 28 1/2 FEET
MS0195''NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 7 FEET HIGHER THAN THE
MS0195''ROAD, AND MARKED BY THE WHITE PAINTED LETTERS BM.