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 DG8026 *********************************************************************** DG8026 DESIGNATION - FBN GRIMES DG8026 PID - DG8026 DG8026 STATE/COUNTY- KY/CRITTENDEN DG8026 USGS QUAD - ROSICLARE (1996) DG8026 DG8026 *CURRENT SURVEY CONTROL DG8026 ___________________________________________________________________ DG8026* NAD 83(1993)- 37 23 48.39370(N) 088 15 35.33722(W) ADJUSTED DG8026* NAVD 88 - 145.2 (meters) 476. (feet) GPS OBS DG8026 ___________________________________________________________________ DG8026 X - 154,067.231 (meters) COMP DG8026 Y - -5,071,123.008 (meters) COMP DG8026 Z - 3,852,539.208 (meters) COMP DG8026 LAPLACE CORR- -1.75 (seconds) DEFLEC99 DG8026 ELLIP HEIGHT- 115.88 (meters) (11/03/04) GPS OBS DG8026 GEOID HEIGHT- -29.28 (meters) GEOID03 DG8026 DG8026 HORZ ORDER - A DG8026 ELLP ORDER - THIRD CLASS I DG8026 DG8026.The horizontal coordinates were established by GPS observations DG8026.and adjusted by the National Geodetic Survey in November 2004. DG8026 DG8026.The orthometric height was determined by GPS observations and a DG8026.high-resolution geoid model. DG8026 DG8026.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8026 DG8026.The Laplace correction was computed from DEFLEC99 derived deflections. DG8026 DG8026.The ellipsoidal height was determined by GPS observations DG8026.and is referenced to NAD 83. DG8026 DG8026.The geoid height was determined by GEOID03. DG8026 DG8026; North East Units Scale Factor Converg. DG8026;SPC KY1Z - 1,121,012.445 1,277,803.446 MT 0.99993976 -1 32 27.3 DG8026;SPC KY1Z - 3,677,855.00 4,192,260.14 sFT 0.99993976 -1 32 27.3 DG8026;SPC KY S - 620,966.464 277,801.410 MT 0.99994600 -1 31 19.6 DG8026;SPC KY S - 2,037,287.47 911,420.13 sFT 0.99994600 -1 31 19.6 DG8026;UTM 16 - 4,139,634.125 388,489.292 MT 0.99975317 -0 45 54.7 DG8026 DG8026! - Elev Factor x Scale Factor = Combined Factor DG8026!SPC KY1Z - 0.99998182 x 0.99993976 = 0.99992158 DG8026!SPC KY S - 0.99998182 x 0.99994600 = 0.99992782 DG8026!UTM 16 - 0.99998182 x 0.99975317 = 0.99973499 DG8026 DG8026 SUPERSEDED SURVEY CONTROL DG8026 DG8026.No superseded survey control is available for this station. DG8026 DG8026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCG8848939634(NAD 83) DG8026_MARKER: DH = HORIZONTAL CONTROL DISK DG8026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG8026_STAMPING: FBN GRIMES 2002 DG8026_MARK LOGO: NGS DG8026_PROJECTION: FLUSH DG8026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG8026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG8026+STABILITY: SURFACE MOTION DG8026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8026+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2002 DG8026 DG8026 HISTORY - Date Condition Report By DG8026 HISTORY - 20021112 MONUMENTED KYTC DG8026 DG8026 STATION DESCRIPTION DG8026 DG8026'DESCRIBED BY KENTUCKY TRANSPORTATION CABINET 2002 (CSM) DG8026'STATION IS LOCATED IN THE R/W OF PROPERTY OWNED BY KYTC. TO REACH DG8026'FROM THE INTERSECTION OF US 60 AND KY 723N IN SALEM, GO N ON KY 723 DG8026'FOR 8.7 MILES TO INTERSECTION OF KY 723N AND KY 297, TURN LEFT AND GO DG8026'W ON KY 297/723N FOR 1 MILE TO Y WHERE KY 297 AND KY 723N SEPARATE, DG8026'AND THE STATION IN THE GRASSY AREA BETWEEN THE DIVERGING ROADS. DG8026'STATION IS AN NGS HORIZONTAL DISK SET IN A 10 IN DIAMETER POURED DG8026'CONCRETE POST FLUSH WITH GROUND, 26 FT W FROM CL OF KY 723, 36 FT E DG8026'FROM CL OF KY 297, 258 FT FROM EAST SIDE OF CULVERT THAT RUNS UNDER DG8026'KY 297, AND 89.1 FT FROM WOODEN CORNER POST IN BARB WIRE FENCE ON DG8026'EAST SIDE OF KY 723. *** retrieval complete. Elapsed Time = 00:00:00