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 DG8029 *********************************************************************** DG8029 DESIGNATION - FBN FLOOD DG8029 PID - DG8029 DG8029 STATE/COUNTY- KY/BRECKINRIDGE DG8029 USGS QUAD - HARDINSBURG (1993) DG8029 DG8029 *CURRENT SURVEY CONTROL DG8029 ___________________________________________________________________ DG8029* NAD 83(1993)- 37 46 18.22193(N) 086 28 34.12912(W) ADJUSTED DG8029* NAVD 88 - 200.7 (meters) 658. (feet) GPS OBS DG8029 ___________________________________________________________________ DG8029 X - 310,278.124 (meters) COMP DG8029 Y - -5,038,577.380 (meters) COMP DG8029 Z - 3,885,550.634 (meters) COMP DG8029 LAPLACE CORR- -2.40 (seconds) DEFLEC99 DG8029 ELLIP HEIGHT- 168.82 (meters) (11/03/04) GPS OBS DG8029 GEOID HEIGHT- -31.89 (meters) GEOID03 DG8029 DG8029 HORZ ORDER - A DG8029 ELLP ORDER - THIRD CLASS I DG8029 DG8029.The horizontal coordinates were established by GPS observations DG8029.and adjusted by the National Geodetic Survey in November 2004. DG8029 DG8029.The orthometric height was determined by GPS observations and a DG8029.high-resolution geoid model. DG8029 DG8029.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8029 DG8029.The Laplace correction was computed from DEFLEC99 derived deflections. DG8029 DG8029.The ellipsoidal height was determined by GPS observations DG8029.and is referenced to NAD 83. DG8029 DG8029.The geoid height was determined by GEOID03. DG8029 DG8029; North East Units Scale Factor Converg. DG8029;SPC KY1Z - 1,159,885.332 1,436,030.154 MT 0.99990660 -0 26 45.0 DG8029;SPC KY1Z - 3,805,390.46 4,711,375.60 sFT 0.99990660 -0 26 45.0 DG8029;SPC KY S - 659,874.341 436,025.794 MT 0.99997450 -0 26 25.4 DG8029;SPC KY S - 2,164,937.73 1,430,527.96 sFT 0.99997450 -0 26 25.4 DG8029;UTM 16 - 4,180,617.480 546,135.257 MT 0.99962622 +0 19 15.1 DG8029 DG8029! - Elev Factor x Scale Factor = Combined Factor DG8029!SPC KY1Z - 0.99997351 x 0.99990660 = 0.99988011 DG8029!SPC KY S - 0.99997351 x 0.99997450 = 0.99994801 DG8029!UTM 16 - 0.99997351 x 0.99962622 = 0.99959974 DG8029 DG8029 SUPERSEDED SURVEY CONTROL DG8029 DG8029.No superseded survey control is available for this station. DG8029 DG8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEG4613580617(NAD 83) DG8029_MARKER: DH = HORIZONTAL CONTROL DISK DG8029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8029_STAMPING: FBN FLOOD 2002 DG8029_MARK LOGO: NGS DG8029_PROJECTION: FLUSH DG8029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG8029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8029+STABILITY: SURFACE MOTION DG8029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8029+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 DG8029 DG8029 HISTORY - Date Condition Report By DG8029 HISTORY - 20021112 MONUMENTED KYTC DG8029 DG8029 STATION DESCRIPTION DG8029 DG8029'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM) DG8029'LOCATED IN BRECKINRIDGE CO., 50 MILES SW OF OF LOUISVILLE, 35 MILES E DG8029'OF OWENSBORO, 34 MILES WNW OF ELIZABETHTOWN, ON THE SW SIDE OF DG8029'HARDINSBURG. STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY DG8029'KYTC. TO REACH FROM THE INTERSECTION OF US 60 BYPASS AND KY 261, DG8029'GO NW ON KY 60 BYPASS FOR 1.2 MILES TO A PRIVATE GRAVEL DRIVE ON THE DG8029'RIGHT AND THE STATION N OF THE GRAVEL DRIVE, AND BETWEEN THE R/W DG8029'FENCE AND GUARDRAIL ALONG US 60 BYPASS. STATION IS AN NGS DG8029'HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST FLUSH DG8029'WITH GROUND, 59.5 FT E FROM CL OF US 60 BYPASS, 54.0 FT N FROM CL OF DG8029'GRAVEL DRIVE, 30.4 FT NNE FROM SE END OF GUARDRAIL, 18.3 FT NW FROM DG8029'R/W FENCE END POST. *** retrieval complete. Elapsed Time = 00:00:00