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 HZ2666 *********************************************************************** HZ2666 CBN - This is a Cooperative Base Network Control Station. HZ2666 DESIGNATION - KY 05 HZ2666 PID - HZ2666 HZ2666 STATE/COUNTY- KY/JEFFERSON HZ2666 USGS QUAD - LOUISVILLE EAST (1994) HZ2666 HZ2666 *CURRENT SURVEY CONTROL HZ2666 ___________________________________________________________________ HZ2666* NAD 83(1993)- 38 11 42.85079(N) 085 44 15.88099(W) ADJUSTED HZ2666* NAVD 88 - 149.1 (meters) 489. (feet) GPS OBS HZ2666 ___________________________________________________________________ HZ2666 X - 373,032.192 (meters) COMP HZ2666 Y - -5,005,267.959 (meters) COMP HZ2666 Z - 3,922,569.752 (meters) COMP HZ2666 LAPLACE CORR- -0.60 (seconds) DEFLEC99 HZ2666 ELLIP HEIGHT- 115.86 (meters) (11/03/04) GPS OBS HZ2666 GEOID HEIGHT- -33.26 (meters) GEOID03 HZ2666 HZ2666 HORZ ORDER - B HZ2666 ELLP ORDER - THIRD CLASS I HZ2666 HZ2666.The horizontal coordinates were established by GPS observations HZ2666.and adjusted by the National Geodetic Survey in September 1994. HZ2666 HZ2666.The orthometric height was determined by GPS observations and a HZ2666.high-resolution geoid model. HZ2666 HZ2666.The X, Y, and Z were computed from the position and the ellipsoidal ht. HZ2666 HZ2666.The Laplace correction was computed from DEFLEC99 derived deflections. HZ2666 HZ2666.The ellipsoidal height was determined by GPS observations HZ2666.and is referenced to NAD 83. HZ2666 HZ2666.The geoid height was determined by GEOID03. HZ2666 HZ2666; North East Units Scale Factor Converg. HZ2666;SPC KY1Z - 1,206,640.008 1,501,073.466 MT 0.99992038 +0 00 27.1 HZ2666;SPC KY1Z - 3,958,784.76 4,924,771.86 sFT 0.99992038 +0 00 27.1 HZ2666;SPC KY N - 78,221.300 369,684.060 MT 0.99997329 -0 55 31.7 HZ2666;SPC KY N - 256,631.05 1,212,871.79 sFT 0.99997329 -0 55 31.7 HZ2666;UTM 16 - 4,228,230.171 610,530.315 MT 0.99975046 +0 46 50.1 HZ2666 HZ2666! - Elev Factor x Scale Factor = Combined Factor HZ2666!SPC KY1Z - 0.99998182 x 0.99992038 = 0.99990220 HZ2666!SPC KY N - 0.99998182 x 0.99997329 = 0.99995511 HZ2666!UTM 16 - 0.99998182 x 0.99975046 = 0.99973229 HZ2666 HZ2666 SUPERSEDED SURVEY CONTROL HZ2666 HZ2666 ELLIP H (09/07/94) 115.92 (m) GP( ) 4 1 HZ2666 HZ2666.Superseded values are not recommended for survey control. HZ2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ2666.See file dsdata.txt to determine how the superseded data were derived. HZ2666 HZ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH1053028230(NAD 83) HZ2666_MARKER: I = METAL ROD HZ2666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) HZ2666_STAMPING: KY 05 DOT 1993 HZ2666_MARK LOGO: NGS HZ2666_PROJECTION: FLUSH HZ2666_MAGNETIC: N = NO MAGNETIC MATERIAL HZ2666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HZ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HZ2666+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2002 HZ2666_ROD/PIPE-DEPTH: 4.90 meters HZ2666_SLEEVE-DEPTH : 1.00 meters HZ2666 HZ2666 HISTORY - Date Condition Report By HZ2666 HISTORY - 1993 MONUMENTED NGS HZ2666 HISTORY - 19940105 GOOD HZ2666 HISTORY - 19951111 GOOD LOWE HZ2666 HISTORY - 20010912 GOOD KYDT HZ2666 HISTORY - 20021207 GOOD WOOLPT HZ2666 HZ2666 STATION DESCRIPTION HZ2666 HZ2666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 HZ2666'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTH OF SHEPHERDSVILLE, HZ2666'12.0 MI (19.3 KM) WEST-SOUTHWEST OF MIDDLETOWN, 9.0 MI (14.5 KM) WEST HZ2666'OF JEFFERSONTOWN AND IN LOUISVILLE, AT THE KENTUCKY TRANSPORTION HZ2666'CABINET DISTRICT OFFICE NUMBER 5, AT ENTRANCE TO THE FAIRGROUNDS. HZ2666'OWNERSHIP--DISTRICT OFFICE 5. CONTACT--LARRY CHANEY, DISTRICT DESIGN HZ2666'ENGINEER--PHONE 502-367-6411 BEFORE TRACKING. HZ2666'TO REACH THE STATION FROM INTERSTATE HIGHWAY 264 WESTBOUND AT (EXIT HZ2666'11) CRITTENDEN DRIVE (WHICH IS JUST WEST OF INTERSTATE HIGHWAY 65 HZ2666'NORTHBOUND), GO NORTHWESTERLY ON CRITTENDEN DRIVE FOR 0.75 MI HZ2666'(1.21 KM) TO A TRAFFIC LIGHT AT PHILLIPS LANE, TURN RIGHT ON PHILLIPS HZ2666'LANE FOR 0.1 MI (0.2 KM) TO THE DISTRICT 5 OFFICE ON THE LEFT, TURN HZ2666'LEFT ONTO THE DRIVEWAY FOR 0.05 MI (0.08 KM) TO STATION ON THE RIGHT. HZ2666'THE STATION IS ABOUT 1.0 M (3.3 FT) HIGHER THAN THE DRIVEWAY LEADING HZ2666'TO THE DISTRICT 5 OFFICE BUILDING. LOCATED 143.0 FT (43.6 M) HZ2666'NORTHWEST OF THE CENTER OF PHILLIPS LANE, 96.0 FT (29.3 M) SOUTHEAST HZ2666'FROM THE CARSONITE WITNESS POST IN A FENCE LINE, 95.0 FT (29.0 M) HZ2666'EAST-NORTHEAST FROM THE CENTER OF THE DRIVEWAY, 71.0 FT (21.6 M) HZ2666'NORTHWEST FROM A 30-INCH DIAMETER TREE AND 63.0 FT (19.2 M) HZ2666'WEST-SOUTHWEST OF THE CENTER OF THE DRIVEWAY. HZ2666 HZ2666 STATION RECOVERY (1994) HZ2666 HZ2666'RECOVERED 1994 HZ2666'RECOVERED IN GOOD CONDITION. HZ2666 HZ2666 STATION RECOVERY (1995) HZ2666 HZ2666'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS) HZ2666'RECOVERED AS DESCRIBED. HZ2666 HZ2666 STATION RECOVERY (2001) HZ2666 HZ2666'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (GC) HZ2666'RECOVERED IN GOOD CONDITION. HZ2666 HZ2666 STATION RECOVERY (2002) HZ2666 HZ2666'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) HZ2666'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:00