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 9, 2004 DG8006 *********************************************************************** DG8006 DESIGNATION - FBN NUNN DG8006 PID - DG8006 DG8006 STATE/COUNTY- KY/BULLITT DG8006 USGS QUAD - SHEPHERDSVILLE (1991) DG8006 DG8006 *CURRENT SURVEY CONTROL DG8006 ___________________________________________________________________ DG8006* NAD 83(1993)- 37 56 47.83782(N) 085 41 21.94375(W) ADJUSTED DG8006* NAVD 88 - 142.1 (meters) 466. (feet) GPS OBS DG8006 ___________________________________________________________________ DG8006 X - 378,531.472 (meters) COMP DG8006 Y - -5,021,914.764 (meters) COMP DG8006 Z - 3,900,840.404 (meters) COMP DG8006 LAPLACE CORR- -2.06 (seconds) DEFLEC99 DG8006 ELLIP HEIGHT- 108.84 (meters) (11/03/04) GPS OBS DG8006 GEOID HEIGHT- -33.22 (meters) GEOID03 DG8006 DG8006 HORZ ORDER - A DG8006 ELLP ORDER - THIRD CLASS I DG8006 DG8006.The horizontal coordinates were established by GPS observations DG8006.and adjusted by the National Geodetic Survey in November 2004. DG8006 DG8006.The orthometric height was determined by GPS observations and a DG8006.high-resolution geoid model. DG8006 DG8006.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8006 DG8006.The Laplace correction was computed from DEFLEC99 derived deflections. DG8006 DG8006.The ellipsoidal height was determined by GPS observations DG8006.and is referenced to NAD 83. DG8006 DG8006.The geoid height was determined by GEOID03. DG8006 DG8006; North East Units Scale Factor Converg. DG8006;SPC KY1Z - 1,179,048.417 1,505,323.467 MT 0.99990569 +0 02 13.9 DG8006;SPC KY1Z - 3,868,261.35 4,938,715.41 sFT 0.99990569 +0 02 13.9 DG8006;SPC KY N - 50,562.097 373,484.598 MT 1.00000309 -0 53 43.5 DG8006;SPC KY N - 165,885.81 1,225,340.72 sFT 1.00000309 -0 53 43.5 DG8006;UTM 16 - 4,200,702.521 615,150.473 MT 0.99976331 +0 48 21.6 DG8006 DG8006! - Elev Factor x Scale Factor = Combined Factor DG8006!SPC KY1Z - 0.99998292 x 0.99990569 = 0.99988861 DG8006!SPC KY N - 0.99998292 x 1.00000309 = 0.99998601 DG8006!UTM 16 - 0.99998292 x 0.99976331 = 0.99974624 DG8006 DG8006 SUPERSEDED SURVEY CONTROL DG8006 DG8006.No superseded survey control is available for this station. DG8006 DG8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1515000703(NAD 83) DG8006_MARKER: DH = HORIZONTAL CONTROL DISK DG8006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8006_STAMPING: FBN NUNN 2002 DG8006_MARK LOGO: NGS DG8006_PROJECTION: FLUSH DG8006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG8006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8006+STABILITY: SURFACE MOTION DG8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8006+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 DG8006 DG8006 HISTORY - Date Condition Report By DG8006 HISTORY - 20021112 MONUMENTED KYTC DG8006 DG8006 STATION DESCRIPTION DG8006 DG8006'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM) DG8006'LOCATED IN BULLITT CO., SOUTH OF SHEPHERDSVILLE, 21 MILES S OF DG8006'LOUISVILLE, 20 MILES NE OF ELIZABETHTOWN, IN A REST AREA ON I-65 DG8006'SOUTHBOUND. STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY DG8006'KYTC. TO REACH FROM THE INTERSECTION OF I-65 AND SR 480 (EXIT 16), DG8006'GO S ON I-65 FOR 2.3 MILES TO ENTRANCE TO I-65 REST AREA, ENTER REST DG8006'AREA, MARK IS IN GRASSY AREA EAST OF WELCOME CENTER, BETWEEN THE DG8006'PARKING LOT FOR CARS AND I-65. STATION IS AN NGS HORIZONTAL DISK DG8006'SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH WITH GROUND, 72.5 DG8006'FT W OF I-65 SOUTHBOUND EDGE OF PAVEMENT, 70 FT NW OF N END OF DG8006'HEADWALL FOR I-65 DRAINAGE, AND 84.3 FT SW OF LIGHT POLE ALONG DG8006'INTERSTATE. *** retrieval complete. Elapsed Time = 00:00:01