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 DG8020 *********************************************************************** DG8020 DESIGNATION - FBN THOMAS DG8020 PID - DG8020 DG8020 STATE/COUNTY- KY/CARTER DG8020 USGS QUAD - GRAYSON (1978) DG8020 DG8020 *CURRENT SURVEY CONTROL DG8020 ___________________________________________________________________ DG8020* NAD 83(1993)- 38 20 42.85549(N) 082 56 38.83851(W) ADJUSTED DG8020* NAVD 88 - 177.7 (meters) 583. (feet) GPS OBS DG8020 ___________________________________________________________________ DG8020 X - 615,274.634 (meters) COMP DG8020 Y - -4,970,926.417 (meters) COMP DG8020 Z - 3,935,660.345 (meters) COMP DG8020 LAPLACE CORR- -1.31 (seconds) DEFLEC99 DG8020 ELLIP HEIGHT- 145.15 (meters) (11/03/04) GPS OBS DG8020 GEOID HEIGHT- -32.56 (meters) GEOID03 DG8020 DG8020 HORZ ORDER - A DG8020 ELLP ORDER - THIRD CLASS I DG8020 DG8020.The horizontal coordinates were established by GPS observations DG8020.and adjusted by the National Geodetic Survey in November 2004. DG8020 DG8020.The orthometric height was determined by GPS observations and a DG8020.high-resolution geoid model. DG8020 DG8020.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8020 DG8020.The Laplace correction was computed from DEFLEC99 derived deflections. DG8020 DG8020.The ellipsoidal height was determined by GPS observations DG8020.and is referenced to NAD 83. DG8020 DG8020.The geoid height was determined by GEOID03. DG8020 DG8020; North East Units Scale Factor Converg. DG8020;SPC KY1Z - 1,226,976.130 1,745,235.273 MT 0.99993834 +1 43 21.7 DG8020;SPC KY1Z - 4,025,504.19 5,725,826.06 sFT 0.99993834 +1 43 21.7 DG8020;SPC KY N - 94,627.893 614,150.802 MT 0.99996434 +0 48 44.4 DG8020;SPC KY N - 310,458.35 2,014,926.42 sFT 0.99996434 +0 48 44.4 DG8020;UTM 17 - 4,245,909.571 330,107.017 MT 0.99995547 -1 12 23.1 DG8020 DG8020! - Elev Factor x Scale Factor = Combined Factor DG8020!SPC KY1Z - 0.99997723 x 0.99993834 = 0.99991557 DG8020!SPC KY N - 0.99997723 x 0.99996434 = 0.99994157 DG8020!UTM 17 - 0.99997723 x 0.99995547 = 0.99993270 DG8020 DG8020 SUPERSEDED SURVEY CONTROL DG8020 DG8020.No superseded survey control is available for this station. DG8020 DG8020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLC3010745910(NAD 83) DG8020_MARKER: DH = HORIZONTAL CONTROL DISK DG8020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8020_STAMPING: FBN THOMAS 2002 DG8020_MARK LOGO: NGS DG8020_PROJECTION: FLUSH DG8020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG8020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8020+STABILITY: SURFACE MOTION DG8020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8020+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 DG8020 DG8020 HISTORY - Date Condition Report By DG8020 HISTORY - 20021112 MONUMENTED KYTC DG8020 DG8020 STATION DESCRIPTION DG8020 DG8020'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM) DG8020'LOCATED IN CARTER CO., 29 MILES NE OF MOREHEAD, 19 MILES SW OF DG8020'ASHLAND, 1/2 MILE N OF GRAYSON, AT KYTC RESIDENT ENGINEERS OFFICE DG8020'NEAR INTERSECTION OF I-64 (EXIT 172) AND KY 1. STATION IS LOCATED DG8020'IN THE R/W OF PROPERTY OWNED BY KYTC. TO REACH FROM THE DG8020'INTERSECTION OF I-64 AND KY 1, GO N ON KY 1 FOR 0.2 MILE TO DG8020'INTERSECTION WITH KY 1947, TURN LEFT AND GO 0.15 MILE ON KY 1947 TO DG8020'ENTRANCE TO PARKING LOT OF KYTC RESIDENT ENGINEERS OFFICE ON THE DG8020'LEFT, TURN LEFT INTO PARKING LOT, PARK AND WALK AROUND OFFICE DG8020'TRAILERS TO STATION NEAR THE SW CORNER OF PROPERTY. STATION IS DG8020'AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED CONCRETE POST DG8020'FLUSH WITH GROUND, 27.5 M S FROM S CORNER OF SOUTHERN MOST OF TWO DG8020'OFFICE TRAILERS, 25.5 FT E FROM CL OF CREEK, 24.9 M S OF GUYED DG8020'UTILITY POLE ADJACENT TO TRAILER, 25.4 M NNW FROM I-64 WESTBOUND RAMP DG8020'EDGE OF PAVEMENT, 5.9 M NNW FROM R/W FENCELINE, AND 1.2 M S FROM DG8020'WITNESS POST. *** retrieval complete. Elapsed Time = 00:00:00