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 HZ2638 *********************************************************************** HZ2638 CBN - This is a Cooperative Base Network Control Station. HZ2638 DESIGNATION - LFUCG GPS STA 0078 HZ2638 PID - HZ2638 HZ2638 STATE/COUNTY- KY/FAYETTE HZ2638 USGS QUAD - LEXINGTON WEST (1993) HZ2638 HZ2638 *CURRENT SURVEY CONTROL HZ2638 ___________________________________________________________________ HZ2638* NAD 83(1993)- 38 02 33.49620(N) 084 36 15.00392(W) ADJUSTED HZ2638* NAVD 88 - 294.3 (meters) 966. (feet) GPS OBS HZ2638 ___________________________________________________________________ HZ2638 X - 472,974.197 (meters) COMP HZ2638 Y - -5,007,432.085 (meters) COMP HZ2638 Z - 3,909,333.098 (meters) COMP HZ2638 LAPLACE CORR- 1.74 (seconds) DEFLEC99 HZ2638 ELLIP HEIGHT- 260.97 (meters) (11/03/04) GPS OBS HZ2638 GEOID HEIGHT- -33.31 (meters) GEOID03 HZ2638 HZ2638 HORZ ORDER - B HZ2638 ELLP ORDER - THIRD CLASS I HZ2638 HZ2638.This mark is at Blue Grass Airport (LEX) HZ2638 HZ2638.The horizontal coordinates were established by GPS observations HZ2638.and adjusted by the National Geodetic Survey in September 1994. HZ2638 HZ2638.The orthometric height was determined by GPS observations and a HZ2638.high-resolution geoid model. HZ2638 HZ2638.The X, Y, and Z were computed from the position and the ellipsoidal ht. HZ2638 HZ2638.The Laplace correction was computed from DEFLEC99 derived deflections. HZ2638 HZ2638.The ellipsoidal height was determined by GPS observations HZ2638.and is referenced to NAD 83. HZ2638 HZ2638.The geoid height was determined by GEOID03. HZ2638 HZ2638; North East Units Scale Factor Converg. HZ2638;SPC KY1Z - 1,190,320.583 1,600,571.301 MT 0.99990913 +0 42 12.6 HZ2638;SPC KY1Z - 3,905,243.45 5,251,207.68 sFT 0.99990913 +0 42 12.6 HZ2638;SPC KY N - 60,290.664 468,911.001 MT 0.99998937 -0 13 13.1 HZ2638;SPC KY N - 197,803.62 1,538,418.84 sFT 0.99998937 -0 13 13.1 HZ2638;UTM 16 - 4,213,255.479 710,240.702 MT 1.00014442 +1 28 37.1 HZ2638 HZ2638! - Elev Factor x Scale Factor = Combined Factor HZ2638!SPC KY1Z - 0.99995905 x 0.99990913 = 0.99986819 HZ2638!SPC KY N - 0.99995905 x 0.99998937 = 0.99994842 HZ2638!UTM 16 - 0.99995905 x 1.00014442 = 1.00010347 HZ2638 HZ2638: Primary Azimuth Mark Grid Az HZ2638:SPC KY1Z - FAA LEX ARP 2 180 17 21.3 HZ2638:SPC KY N - FAA LEX ARP 2 181 12 47.0 HZ2638:UTM 16 - FAA LEX ARP 2 179 30 56.8 HZ2638 HZ2638|---------------------------------------------------------------------| HZ2638| PID Reference Object Distance Geod. Az | HZ2638| dddmmss.s | HZ2638| HZ2472 FAA LEX ARP 2 APPROX. 0.5 KM 1805933.9 | HZ2638|---------------------------------------------------------------------| HZ2638 HZ2638 SUPERSEDED SURVEY CONTROL HZ2638 HZ2638 ELLIP H (09/07/94) 260.99 (m) GP( ) 4 1 HZ2638 NAD 83(1986)- 38 02 33.50324(N) 084 36 15.01019(W) AD( ) 1 HZ2638 NGVD 29 (10/12/93) 294.44 (m) 966.0 (f) LEVELING 3 HZ2638 HZ2638.Superseded values are not recommended for survey control. HZ2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ2638.See file dsdata.txt to determine how the superseded data were derived. HZ2638 HZ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SGH1024113255(NAD 83) HZ2638_MARKER: I = METAL ROD HZ2638_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL HZ2638+WITH SETTING: INFORMATION. HZ2638_STAMPING: 0078 HZ2638_MARK LOGO: LFUCG HZ2638_PROJECTION: FLUSH HZ2638_MAGNETIC: N = NO MAGNETIC MATERIAL HZ2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HZ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HZ2638+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2002 HZ2638_ROD/PIPE-DEPTH: 2.00 meters HZ2638_SLEEVE-DEPTH : 1.00 meters HZ2638 HZ2638 HISTORY - Date Condition Report By HZ2638 HISTORY - 1991 MONUMENTED GRWAS HZ2638 HISTORY - 19931216 GOOD NGS HZ2638 HISTORY - 19940106 GOOD HZ2638 HISTORY - 19960826 GOOD NGS HZ2638 HISTORY - 20021203 GOOD WOOLPT HZ2638 HZ2638 STATION DESCRIPTION HZ2638 HZ2638'DESCRIBED BY GRW AERIAL SURVEY 1991 HZ2638'FROM THE INTERSECTION OF VERSAILLES RD. AND MAN-O-WAR BLVD. TRAVEL HZ2638'WEST ALONG VERSAILLES RD. FOR 0.60 MI (0.97 KM) TO THE STATION ON THE HZ2638'LEFT. STATION IS LOCATED 50 FT (15.24 M) SOUTH OF THE SOUTH EDGE OF HZ2638'VERSAILLES RD. 9.55 FT (2.91 M) NORTH OF A CHAIN LINK FENCE TO THE HZ2638'BLUEGRASS AIRPORT, 12 FT (3.66 M) NORTH EAST OF THE SOUTH WEST CORNER HZ2638'OF A CONCRETE SLAB AT GATE NUMBER 96. HZ2638 HZ2638 STATION RECOVERY (1993) HZ2638 HZ2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 HZ2638'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTHEAST OF FRANKFORT, HZ2638'6.0 MI (9.7 KM) WEST OF DOWNTOWN LEXINGTON NEAR THE BLUE GRASS HZ2638'AIRPORT. OWNERSHIP-- LEXINGTON COUNTY (R-O-W). HZ2638'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 60 AND STATE HZ2638'ROUTE 4 (CIRCLE DRIVE). GO WEST ON U.S. HIGHWAY 60 FOR 1.5 MI HZ2638'(2.4 KM) TO THE JUCTION OF MAN OF WAR BOULEVARD ON LEFT. CONTINUE HZ2638'AHEAD WEST ON U.S. HIGHWAY 60 FOR 0.6 MI (1.0 KM) TO THE STATION ON HZ2638'LEFT NEAR A STAIRWAY LEADING TO A WALK THROUGH GATE TO AIRPORT HZ2638'PROPERY. HZ2638'THE STATION IS 11.2 M (36.7 FT) SOUTH FROM U.S. HIGHWAY 60 SOUTH EDGE, HZ2638'5.1 M (16.7 FT) NORTHWEST FROM THE WEST POST OF A WALK THROUGH GATE, HZ2638'3.61 M (11.84 FT) SOUTH SOUTHWEST FROM THE SOUTHWEST CORNER OF A HZ2638'STAIRWAY, 3.0 M (9.8 FT) NORTH FROM A WITNESS POST SET IN CHAIN LINK HZ2638'FENCE LINE AND 2.78 M (9.12 FT) WEST FROM THE WEST EDGE OF A CONCRETE HZ2638'WALKWAY. HZ2638 HZ2638 STATION RECOVERY (1994) HZ2638 HZ2638'RECOVERED 1994 HZ2638'RECOVERED IN GOOD CONDITION. HZ2638 HZ2638 STATION RECOVERY (1996) HZ2638 HZ2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (AJL) HZ2638'RECOVERED AS DESCRIBED BY NGS IN 1993. HZ2638 HZ2638 STATION RECOVERY (2002) HZ2638 HZ2638'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) HZ2638'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:00