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 10, 2004 GZ3079 *********************************************************************** GZ3079 CBN - This is a Cooperative Base Network Control Station. GZ3079 DESIGNATION - LFUCG GPS STA 0055 GZ3079 PID - GZ3079 GZ3079 STATE/COUNTY- KY/FAYETTE GZ3079 USGS QUAD - NICHOLASVILLE (1993) GZ3079 GZ3079 *CURRENT SURVEY CONTROL GZ3079 ___________________________________________________________________ GZ3079* NAD 83(1993)- 37 59 07.42906(N) 084 35 32.36539(W) ADJUSTED GZ3079* NAVD 88 - 296.2 (meters) 972. (feet) GPS OBS GZ3079 ___________________________________________________________________ GZ3079 X - 474,378.227 (meters) COMP GZ3079 Y - -5,011,231.365 (meters) COMP GZ3079 Z - 3,904,328.403 (meters) COMP GZ3079 LAPLACE CORR- 2.28 (seconds) DEFLEC99 GZ3079 ELLIP HEIGHT- 262.95 (meters) (11/03/04) GPS OBS GZ3079 GEOID HEIGHT- -33.19 (meters) GEOID03 GZ3079 GZ3079 HORZ ORDER - B GZ3079 ELLP ORDER - THIRD CLASS I GZ3079 GZ3079.The horizontal coordinates were established by GPS observations GZ3079.and adjusted by the National Geodetic Survey in September 1994. GZ3079 GZ3079.The orthometric height was determined by GPS observations and a GZ3079.high-resolution geoid model. GZ3079 GZ3079.The X, Y, and Z were computed from the position and the ellipsoidal ht. GZ3079 GZ3079.The Laplace correction was computed from DEFLEC99 derived deflections. GZ3079 GZ3079.The ellipsoidal height was determined by GPS observations GZ3079.and is referenced to NAD 83. GZ3079 GZ3079.The geoid height was determined by GEOID03. GZ3079 GZ3079; North East Units Scale Factor Converg. GZ3079;SPC KY1Z - 1,183,980.937 1,601,689.624 MT 0.99990674 +0 42 38.8 GZ3079;SPC KY1Z - 3,884,444.12 5,254,876.71 sFT 0.99990674 +0 42 38.8 GZ3079;SPC KY N - 53,933.270 469,927.057 MT 0.99999722 -0 12 46.6 GZ3079;SPC KY N - 176,946.07 1,541,752.35 sFT 0.99999722 -0 12 46.6 GZ3079;UTM 16 - 4,206,929.971 711,444.689 MT 1.00015068 +1 28 56.6 GZ3079 GZ3079! - Elev Factor x Scale Factor = Combined Factor GZ3079!SPC KY1Z - 0.99995874 x 0.99990674 = 0.99986548 GZ3079!SPC KY N - 0.99995874 x 0.99999722 = 0.99995596 GZ3079!UTM 16 - 0.99995874 x 1.00015068 = 1.00010941 GZ3079 GZ3079: Primary Azimuth Mark Grid Az GZ3079:SPC KY1Z - LFUCG GPS STA 0042 012 50 09.1 GZ3079:SPC KY N - LFUCG GPS STA 0042 013 45 34.5 GZ3079:UTM 16 - LFUCG GPS STA 0042 012 03 51.3 GZ3079 GZ3079|---------------------------------------------------------------------| GZ3079| PID Reference Object Distance Geod. Az | GZ3079| dddmmss.s | GZ3079| GZ3071 LFUCG GPS STA 0042 APPROX. 1.6 KM 0133247.9 | GZ3079|---------------------------------------------------------------------| GZ3079 GZ3079 SUPERSEDED SURVEY CONTROL GZ3079 GZ3079 ELLIP H (09/07/94) 262.98 (m) GP( ) 4 1 GZ3079 NAD 83(1986)- 37 59 07.43690(N) 084 35 32.37111(W) AD( ) 1 GZ3079 NGVD 29 (12/27/91) 296.3 (m) 972. (f) GPS OBS GZ3079 GZ3079.Superseded values are not recommended for survey control. GZ3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GZ3079.See file dsdata.txt to determine how the superseded data were derived. GZ3079 GZ3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1144506930(NAD 83) GZ3079_MARKER: I = METAL ROD GZ3079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL GZ3079+WITH SETTING: INFORMATION. GZ3079_STAMPING: 55 GZ3079_MARK LOGO: LFUCG GZ3079_PROJECTION: FLUSH GZ3079_MAGNETIC: N = NO MAGNETIC MATERIAL GZ3079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GZ3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GZ3079+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2003 GZ3079_ROD/PIPE-DEPTH: 1.37 meters GZ3079_SLEEVE-DEPTH : 0.61 meters GZ3079 GZ3079 HISTORY - Date Condition Report By GZ3079 HISTORY - 1990 MONUMENTED GRWAS GZ3079 HISTORY - 19931007 GOOD NGS GZ3079 HISTORY - 20030115 GOOD WOOLPT GZ3079 GZ3079 STATION DESCRIPTION GZ3079 GZ3079'DESCRIBED BY GRW AERIAL SURVEY 1990 GZ3079'AT LEXINGTON,BEGINNING AT THE INTERSECTION OF MAN-O-WAR BLVD AND GZ3079'HARRODSBURG RD ( HWY 68 ). GO SE ON HWY 68 FOR 1.75 MILES TO THE GZ3079'STATION ON THE RIGHT. STATION IS JUST NORTH OF THE ENTRANCE TO THE GZ3079'BLUEGRASS MEMORIAL GARDENS CEMETARY. 3.30FT SE OF CORNER OF WOOD RAIL GZ3079'FENCE. 33.67 SW OF EDGE OF PAVEMENT.13.45 NW OF END OF 12 INCH CMP PIP GZ3079 GZ3079 STATION RECOVERY (1993) GZ3079 GZ3079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 GZ3079'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF WILMORE, 6 MI GZ3079'(9.7 KM) SOUTHWEST OF THE CENTER OF LEXINGTON AND 6.0 MI (9.7 KM) GZ3079'NORTH OF NICHOLASVILLE. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. GZ3079'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 4 (NEW CIRCLE GZ3079'ROAD) AND U.S. HIGHWAY 68, GO SOUTHWEST ON HIGHWAY 68 FOR 1.4 MI GZ3079'(2.3 KM) TO MAN O WAR BOULEVARD, CONTINUE AHEAD SOUTHWEST FOR 1.75 MI GZ3079'(2.82 KM) TO ENTRANCE TO BLUEGRASS MEMORIAL GARDENS CEMETERY AND THE GZ3079'STATION ON THE RIGHT. GZ3079'THE STATION IS LOCATED 15.4 M (50.5 FT) NORTH FROM THE CENTER OF THE GZ3079'PAVED DRIVE TO CEMETERY, 14.2 M (46.6 FT) WEST FROM THE CENTERLINE OF GZ3079'THE HIGHWAY AND 1.2 M (3.9 FT) SOUTHEAST FROM A WITNESS POST. GZ3079 GZ3079 STATION RECOVERY (2003) GZ3079 GZ3079'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM) GZ3079'RECOVERED AS DESCRIBED WITH THESE ADDITIONS. GZ3079' GZ3079'STATION IS 27.0 FT ESE OF STARR HEADSTONE. GZ3079' GZ3079'NOTE - AT THIS OCCUPATION STATION APEARS TO BE SET OVER BURIED GTE GZ3079'LINE THAT IS MARKED IN FIELD WITH FLAGS. *** retrieval complete. Elapsed Time = 00:00:00