KR1229 ***********************************************************************
KR1229  DESIGNATION -  H 339
KR1229  PID         -  KR1229
KR1229  STATE/COUNTY-  NV/STOREY
KR1229  USGS QUAD   -  PATRICK (1980)
KR1229
KR1229                         *CURRENT SURVEY CONTROL
KR1229  ___________________________________________________________________
KR1229* NAD 83(1986)-  39 33 11.     (N)    119 33 20.     (W)     SCALED
KR1229* NAVD 88     -      1310.239  (meters)    4298.68   (feet)  ADJUSTED
KR1229  ___________________________________________________________________
KR1229  GEOID HEIGHT-         -23.92  (meters)                     GEOID99
KR1229  DYNAMIC HT  -        1309.066 (meters)    4294.83  (feet)  COMP
KR1229  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
KR1229
KR1229  VERT ORDER  -  FIRST     CLASS I
KR1229
KR1229.The horizontal coordinates were scaled from a topographic map and have
KR1229.an estimated accuracy of +/- 6 seconds.
KR1229
KR1229.The orthometric height was determined by differential leveling
KR1229.and adjusted by the National Geodetic Survey in June 1991.
KR1229
KR1229.The geoid height was determined by GEOID99.
KR1229
KR1229.The dynamic height is computed by dividing the NAVD 88
KR1229.geopotential number by the normal gravity value computed on the
KR1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KR1229.degrees latitude (G = 980.6199 gals.).
KR1229
KR1229.The modeled gravity was interpolated from observed gravity values.
KR1229
KR1229;                    North         East    Units  Estimated Accuracy
KR1229;SPC NV W     - 4,533,440.      716,450.      MT  (+/- 180 meters Scaled)
KR1229
KR1229                          SUPERSEDED SURVEY CONTROL
KR1229
KR1229  NGVD 29     -      1309.192  (m)         4295.24   (f) ADJ UNCH    1 1
KR1229
KR1229.Superseded values are not recommended for survey control.
KR1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KR1229.See file dsdata.txt to determine how the superseded data were derived.
KR1229
KR1229_MARKER: DB = BENCH MARK DISK
KR1229_SETTING: 36 = ABUTMENT
KR1229_STAMPING: H 339 1953
KR1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
KR1229
KR1229  HISTORY     - Date     Condition        Recov. By
KR1229  HISTORY     - 1953     MONUMENTED       CGS
KR1229  HISTORY     - 1969     GOOD             NGS
KR1229
KR1229                          STATION DESCRIPTION
KR1229
KR1229''DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
KR1229''11.35 MI E FROM SPARKS.
KR1229''11.35 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE
KR1229''MCCARRAN BOULEVARD OVERPASS AT SPARKS, 4 POLES NORTHEAST OF MILEPOLE
KR1229''258, IN THE TOP AND 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE
KR1229''NORTHWEST CONCRETE ABUTMENT OF STEEL TRUSS BRIDGE 7 OVER TRUCKEE
KR1229''RIVER, 7.9 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 2 FEET
KR1229''LOWER THAN THE TRACK.  SEC 31, T 20N, R 22E.