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 DG7975 *********************************************************************** DG7975 DESIGNATION - FBN FORT DG7975 PID - DG7975 DG7975 STATE/COUNTY- KY/CHRISTIAN DG7975 USGS QUAD - CROFTON (1969) DG7975 DG7975 *CURRENT SURVEY CONTROL DG7975 ___________________________________________________________________ DG7975* NAD 83(1993)- 37 02 54.63380(N) 087 27 51.52921(W) ADJUSTED DG7975* NAVD 88 - 178.9 (meters) 587. (feet) GPS OBS DG7975 ___________________________________________________________________ DG7975 X - 225,493.863 (meters) COMP DG7975 Y - -5,091,880.032 (meters) COMP DG7975 Z - 3,821,781.166 (meters) COMP DG7975 LAPLACE CORR- -1.50 (seconds) DEFLEC99 DG7975 ELLIP HEIGHT- 149.28 (meters) (11/03/04) GPS OBS DG7975 GEOID HEIGHT- -29.62 (meters) GEOID03 DG7975 DG7975 HORZ ORDER - A DG7975 ELLP ORDER - THIRD CLASS I DG7975 DG7975.The horizontal coordinates were established by GPS observations DG7975.and adjusted by the National Geodetic Survey in November 2004. DG7975 DG7975.The orthometric height was determined by GPS observations and a DG7975.high-resolution geoid model. DG7975 DG7975.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG7975 DG7975.The Laplace correction was computed from DEFLEC99 derived deflections. DG7975 DG7975.The ellipsoidal height was determined by GPS observations DG7975.and is referenced to NAD 83. DG7975 DG7975.The geoid height was determined by GEOID03. DG7975 DG7975; North East Units Scale Factor Converg. DG7975;SPC KY1Z - 1,080,774.862 1,347,510.345 MT 1.00000852 -1 03 09.1 DG7975;SPC KY1Z - 3,545,842.19 4,420,956.86 sFT 1.00000852 -1 03 09.1 DG7975;SPC KY S - 580,749.039 347,517.877 MT 0.99995776 -1 02 22.8 DG7975;SPC KY S - 1,905,340.81 1,140,148.23 sFT 0.99995776 -1 02 22.8 DG7975;UTM 16 - 4,100,354.488 458,713.330 MT 0.99962100 -0 16 47.1 DG7975 DG7975! - Elev Factor x Scale Factor = Combined Factor DG7975!SPC KY1Z - 0.99997657 x 1.00000852 = 0.99998509 DG7975!SPC KY S - 0.99997657 x 0.99995776 = 0.99993433 DG7975!UTM 16 - 0.99997657 x 0.99962100 = 0.99959758 DG7975 DG7975 SUPERSEDED SURVEY CONTROL DG7975 DG7975.No superseded survey control is available for this station. DG7975 DG7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG5871300354(NAD 83) DG7975_MARKER: DH = HORIZONTAL CONTROL DISK DG7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG7975_STAMPING: FBN FORT 2002 DG7975_MARK LOGO: NGS DG7975_PROJECTION: FLUSH DG7975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG7975+STABILITY: SURFACE MOTION DG7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG7975+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 DG7975 DG7975 HISTORY - Date Condition Report By DG7975 HISTORY - 20021112 MONUMENTED KYTC DG7975 DG7975 STATION DESCRIPTION DG7975 DG7975'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM) DG7975'LOCATED IN CHRISTIAN CO., ABOUT 11.6 MI. SOUTH OF THE JUNCTION OF THE DG7975'WENDELL FORD WESTERN KENTUCKY PARKWAY AND THE EDWARD T. BREATHITT DG7975'PENNYRILE PARKWAY, 1.2 MI. EAST OF CROFTON IN THE SOUTHWEST QUADRANT DG7975'OF THE PENNYRILE PARKWAY INTERCHANGE WITH SR 800. DG7975' DG7975'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC. DG7975' DG7975'TO REACH FROM THE INTERSECTION OF US 41 AND SR 800 IN CROFTON, GO EAST DG7975'ON SR 800 FOR 1.2 MILES TO THE JUNCTION OF SR 800 AND THE SOUTHBOUND DG7975'ON-RAMP OF THE PENNYRILE PARKWAY, GO SOUTH ON THE SOUTHBOUND ON-RAMP DG7975'1049 FT. JUST BEYOND THE END OF THE GUARDRAIL. DG7975' DG7975'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED DG7975'CONCRETE POST FLUSH WITH GROUND, LOCATED BETWEEN THE SOUTHBOUND DG7975'ON-RAMP AND THE SOUTHBOUND LANES OF THE PARKWAY, 20 FT. ESE FROM THE DG7975'CL OF THE SOUTHBOUND ON-RAMP, 9 FT. ESE FROM THE EDGE OF PAVEMENT OF DG7975'THE SOUTHBOUND ON-RAMP, AND 46 FT SSE FROM THE END OF GUARDRAIL. *** retrieval complete. Elapsed Time = 00:00:00