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<br />lla1a Sheet Relri.va1 <br /> <br />http://www.ngs.noaa.gov/cgi-binlenv_cgi <br /> <br />The NGS Data Sheet <br /> <br />DATABASE = Sybase ,PROGRAM = data sheet, VERSION = 5.55 <br />Starting Datasheet Retrieval... <br />1 National Geodetic Survey, Retrieval Date = APRIL 20, 1998 <br />JJ0689 *********************************************************************** <br />JJ0689 DESIGNATION - V 433 <br />JJ0689 PID JJ0689 <br />JJ0689 STATE/COUNTY- CO/OTERO <br />JJ0689 USGS QUAD ROCKY FORD (1979) <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689* NAD 83(1992)- <br />JJ0689* NAVD 88 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689.The horizontal coordinates were established by GPS observations <br />JJ0689.and adjusted by the National Geodetic Survey in January 1997. <br />JJ0689 <br />JJ0689.The orthometric height waS determined by differential leveling <br />JJ0689.and adjusted by the National Geodetic Survey in June 1991. <br />JJ0689 <br />JJ0689.The X, Y, and Z were computed from the position and the ellipsoidal ht. <br />JJ0689 <br />JJ0689.The Laplace correction was computed from DEFLEC96 derived deflections. <br />JJ0689 <br />JJ0689.The ellipsoidal height was determined by GPS observations <br />JJ0689.and is referenced to NAD 83. <br />JJ0689 <br />JJ0689.The geoid height was determined by GEOID96. <br />JJ0689 <br />JJ0689.The dynamic height is computed by dividing the NAVD 88 <br />JJ0689.geopotential number by the normal gravity value computed on the <br />JJ0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 <br />JJ0689.degrees latitude (G = 980.6199 gals.). <br />JJ0689 <br />JJ0689.The modeled gravity was interpolated from observed gravity values. <br />JJ0689 <br />JJ0689; <br />JJ0689;SPC <br />JJ0689;SPC <br />JJ0689;UTM <br />JJ0689 <br />JJ0689 <br />JJ0689 <br />JJ0689.No superseded survey control is available for this station. <br />JJ0689 <br />JJ0689 MARKER: I = METAL ROD <br />JJ0689=SETTING: 49 = STAINLESS STEEL ROD wlo SLEEVE (10 FT.+) <br /> <br />X <br />Y <br />Z <br />LAPLACE CORR- <br />ELLIP HEIGHT- <br />GEOID HEIGHT- <br />DYNAMIC HT <br />MODELED GRAV- <br /> <br />HORZ <br />VERT <br />ELLP <br /> <br />ORDER <br />ORDER <br />ORDER <br /> <br />co s <br />CO S <br />13 <br /> <br />*CURRENT SURVEY CONTROL <br /> <br />38 01 10.95658(N) 103 38 14.80176(W) <br />1254.736 (meters) 4116.58 (feet) <br /> <br />ADJUSTED <br />ADJUSTED <br /> <br />-1,186,443.824 <br />-4,890,185.245 <br />3,907,927.057 <br />-4.06 <br />1232.83 <br />-21. 80 <br />1253.463 <br />979,571. 9 <br /> <br />(meters) <br />(meters) <br />(meters) <br />(seconds) <br />(meters) <br />(meters) <br />(meters) <br />(mga1) <br /> <br />4112.40 <br /> <br />(feet) <br /> <br />CaMP <br />COMP <br />COMP <br />DEFLEC96 <br />GPS OBS <br />GEOID96 <br />COMP <br />NAVD 88 <br /> <br />FIRST <br />FIRST <br />FIRST <br /> <br />CLASS II <br />CLASS I <br /> <br />North <br />- 1,498,022.15 <br />456,598.063 <br />- 4,208,877.919 <br /> <br />Units <br />sF'!' <br />MT <br />MT <br /> <br />Converg. <br />+1 08 32.8 <br />+1 08 32.8 <br />+0 50 21. 6 <br /> <br />Scale <br />0.99995062 <br />0.99995062 <br />0.99977617 <br /> <br />East <br />3,536,514.96 <br />1,077,931. 917 <br />619,599.417 <br /> <br />SUPERSEDED SURVEY CONTROL <br />