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 13, 2004 HA0679 *********************************************************************** HA0679 DESIGNATION - R 332 HA0679 PID - HA0679 HA0679 STATE/COUNTY- KY/DAVIESS HA0679 USGS QUAD - OWENSBORO EAST (1982) HA0679 HA0679 *CURRENT SURVEY CONTROL HA0679 ___________________________________________________________________ HA0679* NAD 83(1993)- 37 49 44.27299(N) 087 01 30.75250(W) ADJUSTED HA0679* NAVD 88 - 118.986 (meters) 390.37 (feet) ADJUSTED HA0679 ___________________________________________________________________ HA0679 X - 261,774.836 (meters) COMP HA0679 Y - -5,037,366.963 (meters) COMP HA0679 Z - 3,890,520.836 (meters) COMP HA0679 LAPLACE CORR- -1.89 (seconds) DEFLEC99 HA0679 ELLIP HEIGHT- 87.91 (meters) (11/03/04) GPS OBS HA0679 GEOID HEIGHT- -31.02 (meters) GEOID03 HA0679 DYNAMIC HT - 118.905 (meters) 390.11 (feet) COMP HA0679 MODELED GRAV- 979,948.7 (mgal) NAVD 88 HA0679 HA0679 HORZ ORDER - A HA0679 VERT ORDER - FIRST CLASS II HA0679 ELLP ORDER - THIRD CLASS I HA0679 HA0679.The horizontal coordinates were established by GPS observations HA0679.and adjusted by the National Geodetic Survey in November 2004. HA0679 HA0679.The orthometric height was determined by differential leveling HA0679.and adjusted by the National Geodetic Survey in June 1991. HA0679 HA0679.The X, Y, and Z were computed from the position and the ellipsoidal ht. HA0679 HA0679.The Laplace correction was computed from DEFLEC99 derived deflections. HA0679 HA0679.The ellipsoidal height was determined by GPS observations HA0679.and is referenced to NAD 83. HA0679 HA0679.The geoid height was determined by GEOID03. HA0679 HA0679.The dynamic height is computed by dividing the NAVD 88 HA0679.geopotential number by the normal gravity value computed on the HA0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HA0679.degrees latitude (g = 980.6199 gals.). HA0679 HA0679.The modeled gravity was interpolated from observed gravity values. HA0679 HA0679; North East Units Scale Factor Converg. HA0679;SPC KY1Z - 1,166,755.621 1,387,749.747 MT 0.99990528 -0 46 58.5 HA0679;SPC KY1Z - 3,827,930.73 4,552,975.63 sFT 0.99990528 -0 46 58.5 HA0679;SPC KY S - 666,738.806 387,740.981 MT 0.99998262 -0 46 24.1 HA0679;SPC KY S - 2,187,458.90 1,272,113.54 sFT 0.99998262 -0 46 24.1 HA0679;UTM 16 - 4,186,838.876 497,781.584 MT 0.99960006 -0 00 55.7 HA0679 HA0679! - Elev Factor x Scale Factor = Combined Factor HA0679!SPC KY1Z - 0.99998621 x 0.99990528 = 0.99989149 HA0679!SPC KY S - 0.99998621 x 0.99998262 = 0.99996883 HA0679!UTM 16 - 0.99998621 x 0.99960006 = 0.99958627 HA0679 HA0679 SUPERSEDED SURVEY CONTROL HA0679 HA0679 NAVD 88 (11/03/04) 118.99 (m) 390.4 (f) LEVELING 3 HA0679 NGVD 29 (??/??/92) 119.090 (m) 390.71 (f) ADJ UNCH 1 2 HA0679 HA0679.Superseded values are not recommended for survey control. HA0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HA0679.See file dsdata.txt to determine how the superseded data were derived. HA0679 HA0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG9778286839(NAD 83) HA0679_MARKER: DB = BENCH MARK DISK HA0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HA0679_STAMPING: R 332 1953 HA0679_MAGNETIC: N = NO MAGNETIC MATERIAL HA0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HA0679+STABILITY: SURFACE MOTION HA0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HA0679+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003 HA0679 HA0679 HISTORY - Date Condition Report By HA0679 HISTORY - 1953 MONUMENTED CGS HA0679 HISTORY - 19990505 GOOD WOOLPT HA0679 HISTORY - 20030108 GOOD INDIV HA0679 HA0679 STATION DESCRIPTION HA0679 HA0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 HA0679'3.6 MI SW FROM MACEO. HA0679'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 60 FROM THE HA0679'SCHOOL AT MACEO, ABOUT 0.6 MILE SOUTHWEST OF A BRIDGE OVER PUP HA0679'CREEK, 98 FEET SOUTHEAST AND ACROSS THE LOUISVILLE AND NASHVILLE HA0679'RAILROAD FROM CENTER LINE OF HIGHWAY, 33 FEET SOUTHEAST OF HA0679'SOUTHEAST RAIL, 17 FEET SOUTHWEST OF CENTER LINE OF A DRIVE HA0679'LEADING SOUTHEAST AND CROSSING TRACK, 255 FEET SOUTH AND ACROSS HA0679'TRACK AND DRIVE FROM JUNCTION OF HIGHWAY AND ENTRANCE DRIVE TO HA0679'HEATH GROVE MOTEL, 3 FEET WEST-SOUTHWEST OF A FENCE CORNER, HA0679'1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 HA0679'FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE HA0679'POST PROJECTING 3 INCHES. HA0679 HA0679 STATION RECOVERY (1999) HA0679 HA0679'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1999 HA0679'RECOVERED IN GOOD CONDITION. HA0679 HA0679 STATION RECOVERY (2003) HA0679 HA0679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CSM) HA0679'RECOVERED IN GOOD CONDITION. HA0679' HA0679'STATION IS 3 MILES SW OF MACEO KY, 1.9 MILES N OF THRUSTON KY, 6.6 HA0679'MILES NE OF FREDERICA ST IN OWENSBORO KY ON THE S SIDE OF OLD HWY 60. HA0679'TO REACH THE STATION FROM THE INTERSECTION OF OLD HWY 60 AND HWY 405 HA0679'IN MACEO KY, GO SW ON OLD HWY 60 3 MILES TO STATION ON THE LEFT AT HA0679'EDGE OF RAILROAD R.O.W. HA0679' HA0679'STATION IS 21.20 M SE OF POWER POLE 20, 31.00 M SE AND ACROSS THE HA0679'LOUISVILL AND NASHVILLE RR FROM CL OF OLD HWY 60, 10.15 M SE OF THE HA0679'SE RAIL, 5 M SW OF CENTER OF GRAVEL DRIVE, AND 0.3 M NW OF ORANGE HA0679'WITNESS POST. *** retrieval complete. Elapsed Time = 00:00:00