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 HA1287 *********************************************************************** HA1287 PACS - This is a Primary Airport Control Station. HA1287 DESIGNATION - DAVIS HA1287 PID - HA1287 HA1287 STATE/COUNTY- KY/HENDERSON HA1287 USGS QUAD - WILSON (1993) HA1287 HA1287 *CURRENT SURVEY CONTROL HA1287 ___________________________________________________________________ HA1287* NAD 83(1993)- 37 48 31.00359(N) 087 40 33.34026(W) ADJUSTED HA1287* NAVD 88 - 117.713 (meters) 386.20 (feet) ADJUSTED HA1287 ___________________________________________________________________ HA1287 X - 204,605.017 (meters) COMP HA1287 Y - -5,041,398.483 (meters) COMP HA1287 Z - 3,888,735.847 (meters) COMP HA1287 LAPLACE CORR- -1.85 (seconds) DEFLEC99 HA1287 ELLIP HEIGHT- 87.16 (meters) (11/03/04) GPS OBS HA1287 GEOID HEIGHT- -30.53 (meters) GEOID03 HA1287 DYNAMIC HT - 117.631 (meters) 385.93 (feet) COMP HA1287 MODELED GRAV- 979,938.1 (mgal) NAVD 88 HA1287 HA1287 HORZ ORDER - B HA1287 VERT ORDER - FIRST CLASS II HA1287 ELLP ORDER - THIRD CLASS I HA1287 HA1287.This mark is at Henderson City-County Airport (EHR) HA1287 HA1287.The horizontal coordinates were established by GPS observations HA1287.and adjusted by the National Geodetic Survey in January 1997. HA1287 HA1287.The orthometric height was determined by differential leveling HA1287.and adjusted by the National Geodetic Survey in June 1991. HA1287 HA1287.The X, Y, and Z were computed from the position and the ellipsoidal ht. HA1287 HA1287.The Laplace correction was computed from DEFLEC99 derived deflections. HA1287 HA1287.The ellipsoidal height was determined by GPS observations HA1287.and is referenced to NAD 83. HA1287 HA1287.The geoid height was determined by GEOID03. HA1287 HA1287.The dynamic height is computed by dividing the NAVD 88 HA1287.geopotential number by the normal gravity value computed on the HA1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HA1287.degrees latitude (g = 980.6199 gals.). HA1287 HA1287.The modeled gravity was interpolated from observed gravity values. HA1287 HA1287; North East Units Scale Factor Converg. HA1287;SPC KY1Z - 1,165,479.704 1,330,430.380 MT 0.99990564 -1 10 56.8 HA1287;SPC KY1Z - 3,823,744.66 4,364,920.34 sFT 0.99990564 -1 10 56.8 HA1287;SPC KY S - 665,450.786 330,417.542 MT 0.99997962 -1 10 04.8 HA1287;SPC KY S - 2,183,233.12 1,084,044.89 sFT 0.99997962 -1 10 04.8 HA1287;SPC IN W - 284,417.131 847,817.493 MT 1.00000019 -0 21 47.8 HA1287;UTM 16 - 4,184,795.635 440,501.097 MT 0.99964360 -0 24 51.7 HA1287 HA1287! - Elev Factor x Scale Factor = Combined Factor HA1287!SPC KY1Z - 0.99998632 x 0.99990564 = 0.99989196 HA1287!SPC KY S - 0.99998632 x 0.99997962 = 0.99996594 HA1287!SPC IN W - 0.99998632 x 1.00000019 = 0.99998651 HA1287!UTM 16 - 0.99998632 x 0.99964360 = 0.99962993 HA1287 HA1287: Primary Azimuth Mark Grid Az HA1287:SPC KY1Z - DAVIS AZ MK 271 01 04.2 HA1287:SPC KY S - DAVIS AZ MK 271 00 12.2 HA1287:SPC IN W - DAVIS AZ MK 270 11 55.2 HA1287:UTM 16 - DAVIS AZ MK 270 14 59.1 HA1287 HA1287|---------------------------------------------------------------------| HA1287| PID Reference Object Distance Geod. Az | HA1287| dddmmss.s | HA1287| HA1288 DAVIS AZ MK APPROX. 1.2 KM 2695007.4 | HA1287| HA0998 P 335 291.041 METERS 33020 | HA1287|---------------------------------------------------------------------| HA1287 HA1287 SUPERSEDED SURVEY CONTROL HA1287 HA1287 ELLIP H (01/09/97) 87.17 (m) GP( ) 4 2 HA1287 NAD 83(1993)- 37 48 31.00337(N) 087 40 33.34041(W) AD( ) 3 HA1287 ELLIP H (12/20/95) 87.19 (m) GP( ) 4 1 HA1287 NAD 83(1986)- 37 48 31.01292(N) 087 40 33.33969(W) AD( ) 3 HA1287 NAVD 88 (01/09/97) 117.71 (m) 386.2 (f) LEVELING 3 HA1287 NGVD 29 (11/06/89) 117.81 (m) 386.5 (f) LEVELING 3 HA1287 HA1287.Superseded values are not recommended for survey control. HA1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HA1287.See file dsdata.txt to determine how the superseded data were derived. HA1287 HA1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDG4050184796(NAD 83) HA1287_MARKER: DH = HORIZONTAL CONTROL DISK HA1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HA1287_STAMPING: DAVIS 1986 HA1287_MARK LOGO: NGS HA1287_PROJECTION: FLUSH HA1287_MAGNETIC: N = NO MAGNETIC MATERIAL HA1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HA1287+STABILITY: SURFACE MOTION HA1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HA1287+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003 HA1287 HA1287 HISTORY - Date Condition Report By HA1287 HISTORY - 1986 MONUMENTED NGS HA1287 HISTORY - 19881205 GOOD NGS HA1287 HISTORY - 19890520 GOOD HA1287 HISTORY - 19901026 GOOD NGS HA1287 HISTORY - 19951101 GOOD LOWE HA1287 HISTORY - 19960809 GOOD NGS HA1287 HISTORY - 20011008 GOOD KYDT HA1287 HISTORY - 20030107 GOOD WOOLPT HA1287 HA1287 STATION DESCRIPTION HA1287 HA1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HA1287'13.0 KM (8.1 MI) SW FROM HENDERSON. HA1287'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY. HA1287'9.5 KM (5.9 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 60 FROM ITS JUNCTION HA1287'WITH U.S. HIGHWAY 41 IN HENDERSON, THENCE 3.0 KM (1.85 MI) HA1287'NORTHWESTERLY ALONG STATE HIGHWAY 136 TO THE ENTRANCE TO THE HENDERSON HA1287'COUNTY AIRPORT, THENCE 0.3 KM (0.25 MI) SOUTHWEST ALONG A TAXIWAY, HA1287'THENCE 0.2 KM (0.1 MI) EAST ALONG A TAXIWAY, 61.0 M (200.1 FT) NORTH HA1287'OF THE CENTERLINE OF THE RUNWAY, AND 23.6 M (77.4 FT) EAST OF THE HA1287'EXTENDED CENTER OF THE EAST END OF THE TAXIWAY. NOTE--AN UNDERGROUND HA1287'DISK WAS SET ABOUT 42 INCHES BELOW THE GROUND. HA1287'THE MARK IS 1.0 METERS S FROM A WITNESS POST HA1287 HA1287 STATION RECOVERY (1988) HA1287 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 HA1287'THE STATION IS ABOUT 4.8 KM (3.00 MI) WEST OF HENDERSON, AT THE HA1287'HENDERSON COUNTY AIRPORT AT THE EAST END OF THE TAXIWAY IN A GRASS HA1287'FIELD. OWNERSHIP--DON DAVIS AVIATION INC. 2154 STATE HIGHWAY 136 HA1287'WEST, HENDERSON, KY 42420, PHONE 502-826-6000). AIRPORT MANAGER IS HA1287'DON DAVIS. HA1287'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 60, STATE ROADS HA1287'136 AND 425, ABOUT 9.8 KM (6.10 MI) SOUTHWEST OF HENDERSON, DRIVE WEST HA1287'FOR 3.2 KM (2.00 MI) ON STATE ROAD 136 TO A GRAVEL DRIVE AND AIRPORT HA1287'ON THE LEFT. FROM THE START OF THE PAVEMENT AT THE FUELING RAMP DRIVE HA1287'SOUTH TO THE TAXIWAY, TURN LEFT AND DRIVE EAST FOR 0.22 KM (0.15 MI) HA1287'TO THE END OF THE TAXIWAY AND THE STATION ON THE LEFT. HA1287'THE STATION IS A STANDARD HORIZONTAL CONTROL DISK STAMPED---DAVIS HA1287'1986---, SET THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. HA1287'LOCATED 35.05 M (115.0 FT) EAST OF THE CENTERLINE OF THE TAXIWAY, 26.2 HA1287'M (86.0 FT) EAST OF A BLUE TAXIWAY LIGHT, 4.9 M (16.1 FT) NORTH OF A HA1287'GRAVEL ROAD AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST. HA1287'DESCRIBED BY M.J. WELLSLAGER. HA1287 HA1287 STATION RECOVERY (1989) HA1287 HA1287'RECOVERED 1989 HA1287'RECOVERED IN GOOD CONDITION. HA1287 HA1287 STATION RECOVERY (1990) HA1287 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 HA1287'STATION WAS RECOVERED IN GOOD CONDITION. NO OTHER HA1287'MARKSSEARCHEDFOR.THIS STATION IS TIE TO THE KENTUCKY FAA PROJECT. AN HA1287'UPDATED DESCRIPTION FOLLOWS. HA1287'STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF HENDERSON, AT THE HA1287'HENDERSON COUNTY AIRPORT, AT THE EAST END OF THE TAXIWAY, IN A GRASS HA1287'FIELD. OWNERSHIP-DON DAVIS AVIATION INC. 2154 STATE HIGHWAY 136 WEST, HA1287'HENDERSON, KY 42420. AIRPORT MANAGER IS DON DAVIS. PHONE IS HA1287'502-826-6000. HA1287'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 60, STATE ROUTE HA1287'136 AND 425, ABOUT 9.8 KM (6.1 MI) SOUTHWEST OF HENDERSON, GO WEST HA1287'ALONG STATE ROUTE 136 FOR 2 MI (3.2 KM) TO A DRIVE AND THE AIRPORT HA1287'ENTRANCE ON THE LEFT, THEN GO LEFT, ABOUT 200 FT (61.0 M) TO THE HA1287'AIRPORT OFFICE ON THE LEFT, THEN FROM THE START OF THE PAVEMENT AT HA1287'THE FUELING RAMP, GO SOUTH TO THE JUNCTION OF THE TAXIWAY ON THE HA1287'LEFT, THEN GO LEFT, EAST ALONG THE TAXIWAY FOR 0.15 MI (0.24 KM) TO HA1287'THE END OF THE TAXIWAY AND THE STATION IN A FIELD AS DESCRIBED. HA1287'STATION IS IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND SURFACE. IT HA1287'IS ABOUT IN LINE WITH EXTENDED CENTERLINE AND EAST OF THE TAXIWAY, HA1287'115 FT (35.1 M) EAST OF THE CENTERLINE OF THE TAXI APPROACH, 88 FT HA1287'(26.8 M) EAST OF A TAXI LIGHT, 16 FT (4.9 M) NORTH OF THE CENTER OF A HA1287'DIM GRAVEL FIELD ROAD, AND 3.3 FT (1.0 M) SOUTH OF A FIBERGLASS HA1287'WITNESS POST. HA1287'DESCRIBED BY G.F.S. NOTE-NOTIFY MANAGER OF WORK SCHEDULE. HA1287 HA1287 STATION RECOVERY (1995) HA1287 HA1287'RECOVERY NOTE BY LOWE ENGINEERS 1995 (LDS) HA1287'RECOVERED AS DESCRIBED. THIS STATION IS A PRIMARY AIRPORT CONTROL HA1287'STATION. HA1287 HA1287 STATION RECOVERY (1996) HA1287 HA1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (WCW) HA1287'RECOVERY NOTE BY NGS 1996 . RECOVERED AS DESCRIBED WITH CHANGES. FROM HA1287'STATE ROUTE 136 AT THE AIRPORT ENTRANCE TURN LEFT AND GO SOUTH FOR A HA1287'TOTAL OF 0.24 KM (0.15 MI) BEARING TO THE LEFT THROUGH A PARKING LOT, HA1287'PASSING THE AIRPORT OFFICE ON LEFT AT 36.6 M (120.1 FT) , ENTERING HA1287'INTO THE AOA AND PASSING A GRAVEL ROAD ON RIGHT AT 61.0 M (200.1 FT) HA1287'TO A PARALLEL TAXIWAY. TURN LEFT AND GO EAST FOR 0.16 KM (0.10 MI) ON HA1287'THE PARALLEL TAXIWAY TO WHERE THE TAXI CURVES RIGHT AND THE STATION HA1287'AHEAD. DAMAGE NOTED - WEST SIDE OF CONCRETE MONUMENT IS CHIPPED, DISK HA1287'SHOWS SEVERAL MOWER BLADE CUTS. THIS STATION IS A PRIMARY AIRPORT HA1287'CONTROL STATION (PACS) . HA1287 HA1287 STATION RECOVERY (2001) HA1287 HA1287'RECOVERY NOTE BY KENTUCKY DEPARTMENT OF TRANSPORTATION 2001 (HE) HA1287'RECOVERED IN GOOD CONDITION. HA1287 HA1287 STATION RECOVERY (2003) HA1287 HA1287'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2003 (CSM) HA1287'RECOVERED AS DESCRIBED. *** retrieval complete. Elapsed Time = 00:00:01