DATASHEETS The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.10 1 National Geodetic Survey, Retrieval Date = DECEMBER 13, 2004 GB0036 *********************************************************************** GB0036 DESIGNATION - B 149 GB0036 PID - GB0036 GB0036 STATE/COUNTY- KY/MCCREARY GB0036 USGS QUAD - WHITLEY CITY (1982) GB0036 GB0036 *CURRENT SURVEY CONTROL GB0036 ___________________________________________________________________ GB0036* NAD 83(1993)- 36 43 53.44527(N) 084 28 21.30633(W) ADJUSTED GB0036* NAVD 88 - 402.605 (meters) 1320.88 (feet) ADJUSTED GB0036 ___________________________________________________________________ GB0036 X - 492,992.278 (meters) COMP GB0036 Y - -5,094,369.689 (meters) COMP GB0036 Z - 3,793,778.963 (meters) COMP GB0036 LAPLACE CORR- 0.73 (seconds) DEFLEC99 GB0036 ELLIP HEIGHT- 373.56 (meters) (11/03/04) GPS OBS GB0036 GEOID HEIGHT- -29.07 (meters) GEOID03 GB0036 DYNAMIC HT - 402.282 (meters) 1319.82 (feet) COMP GB0036 MODELED GRAV- 979,816.3 (mgal) NAVD 88 GB0036 GB0036 HORZ ORDER - A GB0036 VERT ORDER - FIRST CLASS I GB0036 ELLP ORDER - THIRD CLASS I GB0036 GB0036.The horizontal coordinates were established by GPS observations GB0036.and adjusted by the National Geodetic Survey in November 2004. GB0036 GB0036.The orthometric height was determined by differential leveling GB0036.and adjusted by the National Geodetic Survey in June 1991. GB0036 GB0036.The X, Y, and Z were computed from the position and the ellipsoidal ht. GB0036 GB0036.The Laplace correction was computed from DEFLEC99 derived deflections. GB0036 GB0036.The ellipsoidal height was determined by GPS observations GB0036.and is referenced to NAD 83. GB0036 GB0036.The geoid height was determined by GEOID03. GB0036 GB0036.The dynamic height is computed by dividing the NAVD 88 GB0036.geopotential number by the normal gravity value computed on the GB0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GB0036.degrees latitude (g = 980.6199 gals.). GB0036 GB0036.The modeled gravity was interpolated from observed gravity values. GB0036 GB0036; North East Units Scale Factor Converg. GB0036;SPC KY1Z - 1,044,974.443 1,614,111.532 MT 1.00010274 +0 47 03.4 GB0036;SPC KY1Z - 3,428,386.99 5,295,630.92 sFT 1.00010274 +0 47 03.4 GB0036;SPC KY S - 544,958.872 614,099.934 MT 1.00000033 +0 46 28.9 GB0036;SPC KY S - 1,787,919.23 2,014,759.53 sFT 1.00000033 +0 46 28.9 GB0036;UTM 16 - 4,068,067.002 725,688.663 MT 1.00022756 +1 30 43.9 GB0036 GB0036! - Elev Factor x Scale Factor = Combined Factor GB0036!SPC KY1Z - 0.99994138 x 1.00010274 = 1.00004411 GB0036!SPC KY S - 0.99994138 x 1.00000033 = 0.99994171 GB0036!UTM 16 - 0.99994138 x 1.00022756 = 1.00016892 GB0036 GB0036 SUPERSEDED SURVEY CONTROL GB0036 GB0036 NAVD 88 (11/03/04) 402.61 (m) 1320.9 (f) LEVELING 3 GB0036 NGVD 29 (??/??/92) 402.740 (m) 1321.32 (f) ADJ UNCH 1 1 GB0036 GB0036.Superseded values are not recommended for survey control. GB0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GB0036.See file dsdata.txt to determine how the superseded data were derived. GB0036 GB0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGF2568968067(NAD 83) GB0036_MARKER: DB = BENCH MARK DISK GB0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GB0036_STAMPING: B 149 1950 1321.323 GB0036_MAGNETIC: N = NO MAGNETIC MATERIAL GB0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GB0036+STABILITY: SURFACE MOTION GB0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GB0036+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2002 GB0036 GB0036 HISTORY - Date Condition Report By GB0036 HISTORY - 1950 MONUMENTED CGS GB0036 HISTORY - 1968 GOOD NGS GB0036 HISTORY - 19960619 GOOD KYDT GB0036 HISTORY - 20021211 GOOD WOOLPT GB0036 GB0036 STATION DESCRIPTION GB0036 GB0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 GB0036'2.3 MI N FROM STEARNS. GB0036'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION GB0036'AT STEARNS, 0.15 MILE NORTH OF A RAILROAD UNDERPASS FOR OLD GB0036'U.S. HIGHWAY 27, 117 YARDS SOUTHEAST AND ACROSS THE TRACK AND GB0036'OLD U.S. HIGHWAY 27 FROM MILEPOST 190, 117 YARDS SOUTH OF THE GB0036'CENTER OF A CROSSING OF THE RAILROAD AND THE OLD HIGHWAY, 23 GB0036'FEET EAST OF THE EAST RAIL, 16 FEET WEST OF THE CENTERLINE OF GB0036'A DIRT ROAD WHICH PARALLELS THE TRACK, 4 FEET WEST OF TELEPHONE POLE GB0036'NUMBER 44 G, 1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 4 FEET GB0036'BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE GB0036'POST WHICH PROJECTS 1 INCH. GB0036 GB0036 STATION RECOVERY (1996) GB0036 GB0036'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 1996 (RDH) GB0036'DIRECTLY ACROSS ROAD FROM FIRST HOUSE ON LEFT SOUTH OF CROSSING. GB0036 GB0036 STATION RECOVERY (2002) GB0036 GB0036'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) GB0036'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 27 AND SR 1651, GB0036'HEAD SW ON SR 1651 FOR 3.0 MILE TO JONES ROAD TO THE EAST. HEAD GB0036'EAST ON JONES RD, CROSSING RAILROAD TRACKS TO FIRST ASPHALT/GRAVEL GB0036'ROAD TO THE SOUTH. TURN SOUTH ON GRAVEL ROAD FOR 500 FT TO WHITE GB0036'FRAME HOUSE AND STATION ON THE RIGHT. GB0036' GB0036'THE STATION IS A 12 INCH DIAMETER CONCRETE MONUMENT W/ BRASS DISK, GB0036'FLUSH WITH GROUND. IT IS 34.5 FT W OF 12 INCH TREE, 42.1 FT NE OF 10 GB0036'INCH TREE, 24.0 FT E OF EASTERLY RAIL OF RR TRACKS, 12 FT W OF ROAD. *** retrieval complete. Elapsed Time = 00:00:01