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 AB6019 *********************************************************************** AB6019 DESIGNATION - KY 06 AB6019 PID - AB6019 AB6019 STATE/COUNTY- KY/KENTON AB6019 USGS QUAD - COVINGTON (1987) AB6019 AB6019 *CURRENT SURVEY CONTROL AB6019 ___________________________________________________________________ AB6019* NAD 83(1993)- 39 02 41.77962(N) 084 34 35.44964(W) ADJUSTED AB6019* NAVD 88 - 254.2 (meters) 834. (feet) GPS OBS AB6019 ___________________________________________________________________ AB6019 X - 468,835.090 (meters) COMP AB6019 Y - -4,938,151.139 (meters) COMP AB6019 Z - 3,996,331.570 (meters) COMP AB6019 LAPLACE CORR- -0.52 (seconds) DEFLEC99 AB6019 ELLIP HEIGHT- 220.12 (meters) (11/03/04) GPS OBS AB6019 GEOID HEIGHT- -34.04 (meters) GEOID03 AB6019 AB6019 HORZ ORDER - B AB6019 ELLP ORDER - THIRD CLASS I AB6019 AB6019.The horizontal coordinates were established by GPS observations AB6019.and adjusted by the National Geodetic Survey in August 1996. AB6019 AB6019.The orthometric height was determined by GPS observations and a AB6019.high-resolution geoid model. AB6019 AB6019.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB6019 AB6019.The Laplace correction was computed from DEFLEC99 derived deflections. AB6019 AB6019.The ellipsoidal height was determined by GPS observations AB6019.and is referenced to NAD 83. AB6019 AB6019.The geoid height was determined by GEOID03. AB6019 AB6019; North East Units Scale Factor Converg. AB6019;SPC KY1Z - 1,301,602.557 1,601,599.376 MT 1.00011318 +0 43 13.7 AB6019;SPC KY1Z - 4,270,341.06 5,254,580.62 sFT 1.00011318 +0 43 13.7 AB6019;SPC KY N - 171,540.508 471,732.882 MT 1.00001284 -0 12 11.2 AB6019;SPC KY N - 562,795.82 1,547,676.96 sFT 1.00001284 -0 12 11.2 AB6019;UTM 16 - 4,324,558.581 709,734.156 MT 1.00014167 +1 31 37.9 AB6019 AB6019! - Elev Factor x Scale Factor = Combined Factor AB6019!SPC KY1Z - 0.99996547 x 1.00011318 = 1.00007864 AB6019!SPC KY N - 0.99996547 x 1.00001284 = 0.99997830 AB6019!UTM 16 - 0.99996547 x 1.00014167 = 1.00010713 AB6019 AB6019|---------------------------------------------------------------------| AB6019| PID Reference Object Distance Geod. Az | AB6019| dddmmss.s | AB6019| AI8989 301 194.022 METERS 06908 | AB6019|---------------------------------------------------------------------| AB6019 AB6019 SUPERSEDED SURVEY CONTROL AB6019 AB6019 ELLIP H (08/20/96) 220.16 (m) GP( ) 4 2 AB6019 AB6019.Superseded values are not recommended for survey control. AB6019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6019.See file dsdata.txt to determine how the superseded data were derived. AB6019 AB6019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGJ0973424559(NAD 83) AB6019_MARKER: I = METAL ROD AB6019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AB6019_STAMPING: KY 06 1995 AB6019_MARK LOGO: NGS AB6019_PROJECTION: FLUSH AB6019_MAGNETIC: N = NO MAGNETIC MATERIAL AB6019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB6019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6019+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002 AB6019_ROD/PIPE-DEPTH: 6.70 meters AB6019_SLEEVE-DEPTH : 0.90 meters AB6019 AB6019 HISTORY - Date Condition Report By AB6019 HISTORY - 1995 MONUMENTED NGS AB6019 HISTORY - 19971026 GOOD NGS AB6019 HISTORY - 20001010 GOOD WOOLPT AB6019 HISTORY - 20020520 GOOD WOOLPT AB6019 HISTORY - 20021113 GOOD WOOLPT AB6019 AB6019 STATION DESCRIPTION AB6019 AB6019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (AJL) AB6019'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF CINCINNATI, AB6019'OHIO, NEAR THE SOUTHWEST SIDE OF COVINGTON, AT THE KENTUCKY DEPARTMENT AB6019'OF TRANSPORTATION DISTRICT 6 OFFICE, IN A GRASS STRIP NORTHEAST OF THE AB6019'OFFICE BUILDING AND BETWEEN A PARKING LOT AND A CHAIN-LINK FENCE. AB6019'OWNERSHIP--KENTUCKY DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION AB6019'FROM THE JUNCTION OF INTERSTATE HIGHWAYS 275, 75 AND 71 ON THE AB6019'SOUTHWEST SIDE OF COVINGTON, GO NORTH ON HIGHWAYS 75 AND 71 FOR 2.54 AB6019'KM (1.55 MI) TO THE THE BUTTERMILK PIKE EXIT (EXIT 186) . TURN RIGHT AB6019'AND GO SOUTH ALONG THE PIKE FOR .06 KM (0.05 MI) TO THE ENTRANCE ROAD AB6019'TO THE DEPARTMENT OF TRANSPORTATION DISTRICT 6 OFFICE. TURN RIGHT AND AB6019'GO WESTERLY ALONG A WINDING ENTRANCE ROAD FOR 0.28 KM (0.15 MI) TO A AB6019'PARKING AREA AND THE STATION ON THE RIGHT. THE STATION IS 43.3 M AB6019'(142.1 FT) NORTHEAST OF THE NORTHEAST SIDE OF THE OFFICE BUILDING, AB6019'25.8 M (84.6 FT) WEST-SOUTHWEST OF THE NORTHEAST END OF A SIDEWALK AND AB6019'THE PARKING AREA, 2.9 M (9.5 FT) NORTHWEST OF THE NORTHWEST EDGE OF AB6019'THE SIDEWALK, AND 2.7 M (8.9 FT) SOUTH-SOUTHWEST OF A WITNESS POST AND AB6019'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AB6019'SLEEVE DEPTH DOES NOT MEET CLASS A CRITERIA. ROD WAS DRIVEN TO AB6019'REFUSAL AND IS ANCHORED. AB6019 AB6019 STATION RECOVERY (1997) AB6019 AB6019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RWD) AB6019'RECOVERED AS DESCRIBED. AB6019 AB6019 STATION RECOVERY (2000) AB6019 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2000 (GTF) AB6019'RECOVERED AS DESCRIBED. AB6019 AB6019 STATION RECOVERY (2002) AB6019 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (BJM) AB6019'THIS STATION WAS RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. AB6019' AB6019'--NOTE--VISIBLE OBSTRUCTIONS EXTENDING HIGHER THAN 15 DEGREES ABOVE AB6019'THE HORIZON ARE, AB6019' AB6019' AB6019' AB6019 AB6019 STATION RECOVERY (2002) AB6019 AB6019'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) AB6019'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:00