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 HZ2662 *********************************************************************** HZ2662 CBN - This is a Cooperative Base Network Control Station. HZ2662 PACS - This is a Primary Airport Control Station. HZ2662 DESIGNATION - FAA FFY STA B 2 AP HZ2662 PID - HZ2662 HZ2662 STATE/COUNTY- KY/FRANKLIN HZ2662 USGS QUAD - FRANKFORT WEST (1993) HZ2662 HZ2662 *CURRENT SURVEY CONTROL HZ2662 ___________________________________________________________________ HZ2662* NAD 83(1993)- 38 11 06.24393(N) 084 53 49.68923(W) ADJUSTED HZ2662* NAVD 88 - 238.34 (meters) 782.0 (feet) GPS OBS HZ2662 ___________________________________________________________________ HZ2662 X - 446,491.941 (meters) COMP HZ2662 Y - -5,000,021.248 (meters) COMP HZ2662 Z - 3,921,737.549 (meters) COMP HZ2662 LAPLACE CORR- -0.63 (seconds) DEFLEC99 HZ2662 ELLIP HEIGHT- 204.73 (meters) (11/03/04) GPS OBS HZ2662 GEOID HEIGHT- -33.61 (meters) GEOID03 HZ2662 HZ2662 HORZ ORDER - B HZ2662 ELLP ORDER - THIRD CLASS I HZ2662 HZ2662.This mark is at Capital City Airport (FFT) HZ2662 HZ2662.The horizontal coordinates were established by GPS observations HZ2662.and adjusted by the National Geodetic Survey in September 1994. HZ2662 HZ2662.The orthometric height was determined by GPS observations and a HZ2662.high-resolution geoid model. HZ2662 HZ2662.GPS derived orthometric heights for airport stations designated as HZ2662.PACS or SACS are published to 2 decimal places. This maintains HZ2662.centimeter relative accuracy between the PACS and SACS. It does HZ2662.not indicate centimeter accuracy relative to other marks which are HZ2662.part of the NAVD 88 network. HZ2662 HZ2662.Photographs are available for this station. HZ2662 HZ2662.The X, Y, and Z were computed from the position and the ellipsoidal ht. HZ2662 HZ2662.The Laplace correction was computed from DEFLEC99 derived deflections. HZ2662 HZ2662.The ellipsoidal height was determined by GPS observations HZ2662.and is referenced to NAD 83. HZ2662 HZ2662.The geoid height was determined by GEOID03. HZ2662 HZ2662; North East Units Scale Factor Converg. HZ2662;SPC KY1Z - 1,205,852.720 1,574,713.448 MT 0.99991941 +0 31 25.1 HZ2662;SPC KY1Z - 3,956,201.80 5,166,372.37 sFT 0.99991941 +0 31 25.1 HZ2662;SPC KY N - 76,239.291 443,305.533 MT 0.99997414 -0 24 09.2 HZ2662;SPC KY N - 250,128.41 1,454,411.57 sFT 0.99997414 -0 24 09.2 HZ2662;UTM 16 - 4,228,438.873 684,170.750 MT 1.00001775 +1 18 01.3 HZ2662 HZ2662! - Elev Factor x Scale Factor = Combined Factor HZ2662!SPC KY1Z - 0.99996788 x 0.99991941 = 0.99988729 HZ2662!SPC KY N - 0.99996788 x 0.99997414 = 0.99994202 HZ2662!UTM 16 - 0.99996788 x 1.00001775 = 0.99998563 HZ2662 HZ2662: Primary Azimuth Mark Grid Az HZ2662:SPC KY1Z - FAA FFY ARP 2 242 12 17.3 HZ2662:SPC KY N - FAA FFY ARP 2 243 07 51.6 HZ2662:UTM 16 - FAA FFY ARP 2 241 25 41.1 HZ2662 HZ2662|---------------------------------------------------------------------| HZ2662| PID Reference Object Distance Geod. Az | HZ2662| dddmmss.s | HZ2662| HZ2668 FAA FFY ARP 2 APPROX. 0.7 KM 2424342.4 | HZ2662| HZ2669 FAA FFY STA A 2 AP APPROX. 1.4 KM 2435450.5 | HZ2662|---------------------------------------------------------------------| HZ2662 HZ2662 SUPERSEDED SURVEY CONTROL HZ2662 HZ2662 ELLIP H (09/07/94) 204.75 (m) GP( ) 4 1 HZ2662 HZ2662.Superseded values are not recommended for survey control. HZ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HZ2662.See file dsdata.txt to determine how the superseded data were derived. HZ2662 HZ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFH8417128439(NAD 83) HZ2662_MARKER: DT = TOPOGRAPHIC STATION DISK HZ2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HZ2662_STAMPING: FFY STA B 2 AP 1970 HZ2662_MARK LOGO: CGS HZ2662_MAGNETIC: N = NO MAGNETIC MATERIAL HZ2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HZ2662+STABILITY: SURFACE MOTION HZ2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HZ2662+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2003 HZ2662 HZ2662 HISTORY - Date Condition Report By HZ2662 HISTORY - 1970 MONUMENTED NGS HZ2662 HISTORY - 19931207 GOOD NGS HZ2662 HISTORY - 19940106 GOOD HZ2662 HISTORY - 20021206 GOOD WOOLPT HZ2662 HISTORY - 20030528 GOOD NGS HZ2662 HZ2662 STATION DESCRIPTION HZ2662 HZ2662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 HZ2662'THE STATION IS LOCATED ABOUT 29.0 MI (46.7 KM) NORHTWEST OF LEXINGTON HZ2662'AND IN FRANKFORT AT THE CAPITOL CITY AIRPORT, 90 AIRPORT ROAD, HZ2662'FRANKFORT, KY 40601. AIRPORT MANAGER - SCOTT MITCHELL, PHONE HZ2662'502-564-3714 OR 502-564-3777. HZ2662'NOTE--IDENTIFIER LETTERS FOR THE AIRPORT IS FFT. HZ2662'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 64 AND U.S. HZ2662'HIGHWAY 127 (EXIT 53), GO NORTH ON U.S. HIGHWAY 127 (LAWRENCEBURG HZ2662'ROAD) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF U.S. HIGHWAY 60 HZ2662'(LOUISVILLE ROAD). TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 60 FOR HZ2662'0.2 MI (0.3 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE AIRPORT. HZ2662'TURN RIGHT AND GO NORHTWEST ON PAVED ROAD FOR 0.4 MI (0.6 KM) TO THE HZ2662'AIRPORT PARKING LOT ON THE RIGHT. TURN RIGHT AND GO NORTH-NORTHWEST HZ2662'ACROSS PARKING LOT FOR 0.05 MI (0.08 KM) TO A LOCKED GATE. CONTINUE HZ2662'AHEAD THROUGH GATE FOR 0.05 MI (0.08 KM) TO THE TAXIWAY. TURN RIGHT HZ2662'AND GO EAST-NORTHEAST ON TAXIWAY FOR 0.45 MI (0.72 KM) TO THE STATION HZ2662'ON THE LEFT. HZ2662'THE STATION IS FLUSH WITH THE GROUND AND LOCATED 176.6 FT (53.8 M) HZ2662'SOUTHEAST OF THE SECOND RUNWAY LIGHT, 145.5 FT (44.3 M) NORTHEAST OF HZ2662'THE NORTHEAST CORNER OF THE METAL GRATE OF A STORM DRAIN, 125.0 FT HZ2662'(38.1 M) SOUTH-SOUTHEAST OF THE CENTER OF THE RUNWAY, 110.3 FT HZ2662'(33.6 M) WEST OF THE TAXIWAY CENTERLINE AND 67.2 FT (20.5 M) HZ2662'SOUTHWEST OF THE FIRST RUNWAY LIGHT. HZ2662 HZ2662 STATION RECOVERY (1994) HZ2662 HZ2662'RECOVERED 1994 HZ2662'RECOVERED IN GOOD CONDITION. HZ2662 HZ2662 STATION RECOVERY (2002) HZ2662 HZ2662'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2002 (CSM) HZ2662'RECOVERED AS DESCRIBED. HZ2662 HZ2662 STATION RECOVERY (2003) HZ2662 HZ2662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DRL) HZ2662'RECOVERED AS DESCRIBED. HZ2662' HZ2662' *** retrieval complete. Elapsed Time = 00:00:00