1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 FG1835 *********************************************************************** FG1835 DESIGNATION - AUGSBURG LUTH CHURCH SPIRE FG1835 PID - FG1835 FG1835 STATE/COUNTY- AR/POPE FG1835 USGS QUAD - LEE MOUNTAIN (1993) FG1835 FG1835 *CURRENT SURVEY CONTROL FG1835 ___________________________________________________________________ FG1835* NAD 83(1997)- 35 24 48.30593(N) 093 14 30.40010(W) ADJUSTED FG1835* NAVD 88 - FG1835 ___________________________________________________________________ FG1835 LAPLACE CORR- 1.74 (seconds) DEFLEC99 FG1835 GEOID HEIGHT- -29.06 (meters) GEOID03 FG1835 FG1835 HORZ ORDER - THIRD FG1835 FG1835.The horizontal coordinates were established by classical geodetic methods FG1835.and adjusted by the National Geodetic Survey in September 1999. FG1835 FG1835 FG1835.The Laplace correction was computed from DEFLEC99 derived deflections. FG1835 FG1835.The geoid height was determined by GEOID03. FG1835 FG1835; North East Units Scale Factor Converg. FG1835;SPC AR N - 120,537.142 287,223.201 MT 0.99994036 -0 43 21.3 FG1835;UTM 15 - 3,918,917.989 478,048.895 MT 0.99960594 -0 08 24.4 FG1835 FG1835 SUPERSEDED SURVEY CONTROL FG1835 FG1835 NAD 83(1986)- 35 24 48.31704(N) 093 14 30.39894(W) AD( ) 4 FG1835 NAD 27 - 35 24 48.02026(N) 093 14 29.76315(W) AD( ) 3 FG1835 FG1835.Superseded values are not recommended for survey control. FG1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1835.See file dsdata.txt to determine how the superseded data were derived. FG1835 FG1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV7804918918(NAD 83) FG1835_MARKER: 91 = CHURCH CROSS FG1835 FG1835 HISTORY - Date Condition Report By FG1835 HISTORY - 1971 FIRST OBSERVED NGS FG1835 HISTORY - 20041023 MARK NOT FOUND GEOCAC FG1835 FG1835 STATION DESCRIPTION FG1835 FG1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LHW) FG1835'THE STATION, AUGSBURG LUTHERAN CHURCH SPIRE, IS THE CROSS ATOP THE FG1835'SPIRE OF THE AUGSBURG LUTHERAN CHURCH AND HAS AN OVERALL HEIGHT OF FG1835'APPROXIMATELY 60 FEET. THE CHURCH AND SPIRE ARE PAINTED WHITE AND FG1835'HAVE ALUMINUM ROOFS WHILE THE CROSS IS PAINTED BLACK. FG1835' FG1835'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 40 FG1835'AND STATE HIGHWAY 333 WEST OF RUSSELLVILLE, GO NORTH ON HIGHWAY 333 FG1835'FOR 3.55 MILES TO A T-INTERSECTION. TURN RIGHT AND GO EAST ON A FG1835'GRAVELED ROAD FOR 0.05 MILES TO A FORK. KEEP LEFT AND CONTINUE FG1835'EAST, THEN NORTH FOR 0.65 MILE TO A SIDE ROAD LEFT. CONTINUE FG1835'NORTHERLY ON A DIRT ROAD FOR 1.75 MILES TO A T-INTERSECTION. TURN FG1835'LEFT AND GO WEST FOR 0.1 MILE TO A FORK. KEEP RIGHT AND GO NORTH FOR FG1835'0.75 MILE TO THE STATION ON THE LEFT. FG1835 FG1835 STATION RECOVERY (2004) FG1835 FG1835'RECOVERY NOTE BY GEOCACHING 2004 (KPW) FG1835'VISITED THIS MARK TODAY. BELIEVE MARK TO BE DESTROYED. FG1835' FG1835'THE NGS DATASHEET STATES THAT THIS MARK WAS FIRST OBSERVED IN 1971, AS FG1835'THE SPIRE OF THE AUGSBURG LUTHERAN CHURCH. THE ORIGINAL CHURCH FG1835'BUILDING WAS BURNED BY VANDALS IN 1978. THE CURRENT CHURCH BUILDING FG1835'HAS A CORNERSTONE WITH DATE OF 1979. THE SPIRE THAT WAS ORIGINALLY FG1835'USED AS THIS STATION HAS BEEN REPLACED BY THE NEW STRUCTURE. FG1835' FG1835'THE CORNERSTONE OF THE ORIGINAL CHURCH HAS BEEN PLACED NEAR THE CHURCH FG1835'CEMETERY WITH A PLAQUE THAT INDICATES ITS ORIGIN, ALONG WITH A PICTURE FG1835'OF THE ORIGINAL CHURCH. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 FG1961 *********************************************************************** FG1961 FBN - This is a Federal Base Network Control Station. FG1961 PACS - This is a Primary Airport Control Station. FG1961 DESIGNATION - RUSSPORT FG1961 PID - FG1961 FG1961 STATE/COUNTY- AR/POPE FG1961 USGS QUAD - RUSSELLVILLE EAST (1993) FG1961 FG1961 *CURRENT SURVEY CONTROL FG1961 ___________________________________________________________________ FG1961* NAD 83(1997)- 35 15 36.14730(N) 093 05 32.21308(W) ADJUSTED FG1961* NAVD 88 - 117.99 (meters) 387.1 (feet) GPS OBS FG1961 ___________________________________________________________________ FG1961 X - -281,260.069 (meters) COMP FG1961 Y - -5,206,306.623 (meters) COMP FG1961 Z - 3,661,512.890 (meters) COMP FG1961 LAPLACE CORR- 3.30 (seconds) DEFLEC99 FG1961 ELLIP HEIGHT- 88.89 (meters) (07/20/01) GPS OBS FG1961 GEOID HEIGHT- -29.07 (meters) GEOID03 FG1961 FG1961 HORZ ORDER - A FG1961 ELLP ORDER - FOURTH CLASS I FG1961 FG1961.This mark is at Russellville Airport (RUE) FG1961 FG1961.The horizontal coordinates were established by GPS observations FG1961.and adjusted by the National Geodetic Survey in July 1997. FG1961 FG1961.The orthometric height was determined by GPS observations and a FG1961.high-resolution geoid model. FG1961 FG1961.GPS derived orthometric heights for airport stations designated as FG1961.PACS or SACS are published to 2 decimal places. This maintains FG1961.centimeter relative accuracy between the PACS and SACS. It does FG1961.not indicate centimeter accuracy relative to other marks which are FG1961.part of the NAVD 88 network. FG1961 FG1961.The X, Y, and Z were computed from the position and the ellipsoidal ht. FG1961 FG1961.The Laplace correction was computed from DEFLEC99 derived deflections. FG1961 FG1961.The ellipsoidal height was determined by GPS observations FG1961.and is referenced to NAD 83. FG1961 FG1961.The geoid height was determined by GEOID03. FG1961 FG1961; North East Units Scale Factor Converg. FG1961;SPC AR N - 103,361.470 300,610.935 MT 0.99995185 -0 38 08.2 FG1961;UTM 15 - 3,901,885.135 491,605.895 MT 0.99960087 -0 03 11.8 FG1961 FG1961! - Elev Factor x Scale Factor = Combined Factor FG1961!SPC AR N - 0.99998605 x 0.99995185 = 0.99993790 FG1961!UTM 15 - 0.99998605 x 0.99960087 = 0.99958692 FG1961 FG1961: Primary Azimuth Mark Grid Az FG1961:SPC AR N - RUSSPORT AZ MK 075 03 56.3 FG1961:UTM 15 - RUSSPORT AZ MK 074 28 59.9 FG1961 FG1961|---------------------------------------------------------------------| FG1961| PID Reference Object Distance Geod. Az | FG1961| dddmmss.s | FG1961| FG1962 RUSSPORT AZ MK APPROX. 0.6 KM 0742548.1 | FG1961|---------------------------------------------------------------------| FG1961 FG1961 SUPERSEDED SURVEY CONTROL FG1961 FG1961 ELLIP H (07/24/97) 88.90 (m) GP( ) 2 1 FG1961 NAD 83(1986)- 35 15 36.16010(N) 093 05 32.20517(W) AD( ) 1 FG1961 NAVD 88 (09/19/97) 118.00 (m) 387.1 (f) LEVELING 3 FG1961 NGVD 29 (11/13/90) 118.1 (m) 387. (f) GPS OBS FG1961 FG1961.Superseded values are not recommended for survey control. FG1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1961.See file dsdata.txt to determine how the superseded data were derived. FG1961 FG1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9160601885(NAD 83) FG1961_MARKER: I = METAL ROD FG1961_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FG1961_STAMPING: RUSSPORT 1990 FG1961_MARK LOGO: NGS FG1961_PROJECTION: FLUSH FG1961_MAGNETIC: I = MARKER IS A STEEL ROD FG1961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1961+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004 FG1961_ROD/PIPE-DEPTH: 0.7 meters FG1961_SLEEVE-DEPTH : 0.3 meters FG1961 FG1961 HISTORY - Date Condition Report By FG1961 HISTORY - 1990 MONUMENTED NGS FG1961 HISTORY - 19951231 GOOD NGS FG1961 HISTORY - 19961125 GOOD NGS FG1961 HISTORY - 20000111 GOOD NGS FG1961 HISTORY - 20040922 GOOD NGS FG1961 FG1961 STATION DESCRIPTION FG1961 FG1961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FG1961'STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTHWEST, 6.8 KM (4.2 MI) FG1961'NORTHEAST OF DARDANELLE, AND 1.3 KM (0.8 MI) SOUTHEAST OF FG1961'RUSSELLVILLE. AT THE RUSSELLVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY FG1961'OF RUSSELLVILLE, CITY HALL, RUSSELLVILLE AR 72801. AIRPORT MANAGER IS FG1961'EARL ANDERSON, P.O.BOX 428, RUSSELLVILLE AR 72801. PHONE IS FG1961'501-967-1227. JIM WALDO IS ASST. AIRPORT MANAGER. HOME PHONE IS FG1961'501-331-2487. FG1961'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY 64 AND STATE FG1961'HIGHWAY 7T IN EAST RUSSELLVILLE, GO SOUTH ON STATE HIGHWAY 7T FOR FG1961'1.61 KM (1.00 MI) TO A CROSSROAD. TURN LEFT AND GO EAST ON 16 TH FG1961'STREET FOR 2.02 KM (1.26 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT FG1961'AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.24 MI) FG1961'TO A DRIVEWAY AND PARKING LOT ON THE LEFT. TURN LEFT AND GO EAST ON FG1961'THE DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.04 MI) TO A FG1961'LOCKED GATE. PASS THROUGH THE GATE AND GO SOUTHEAST ON A PAVED ROAD FG1961'AND ACROSS AN APRON, PASSING THE AIRPORT OFFICE ON THE RIGHT, AND FG1961'ALONG A TAXIWAY FOR 0.13 KM (0.08 MI) TO A TAXIWAY. TURN LEFT AND GO FG1961'ALONG THE TAXIWAY FOR 0.37 KM (0.23 MI) TO THE STATION ON THE LEFT. FG1961'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL FG1961'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 14.5 M FG1961'(47.6 FT) NORTH-NORTHWEST OF A TAXIWAY CENTERLINE, 13.7 M (44.9 FT) FG1961'EAST-NORTHEAST OF A TAXIWAY CENTERLINE LEADING TO HANGARS, 10.2 M FG1961'(33.5 FT) NORTH-NORTHEAST FROM THE CURVED AND 1.15 M (3.77 FT) FG1961'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST. FG1961'THERE IS A LOCKED GATE AT THIS AIRPORT. FG1961'DESCRIBED BY R.D.BALL FG1961 FG1961 STATION RECOVERY (1995) FG1961 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 FG1961'THIS STATION IS LOCATED AT THE RUSSELLVILLE MUNICIPAL AIRPORT. 43.7 FG1961'FEET (13.3 M) EAST OF THE CENTERLINE OF A NORTHWEST SOUTHEAST TAXIWAY. FG1961'109.1 FT (33.3 M) NORTHEAST OF A TAXIWAY REFLECTOR IN THE SOUTHWEST FG1961'CORNER OF THE INTERSECTION, 74.9 FT (22.8 M) NORTH OF A TAXIWAY FG1961'REFLECTOR IN THE SOUTHEAST CORNER OF THE INTERSECTION. 24.8 FT (7.6 FG1961'M) NORTH OF THE NORTH EDGE OF THE MAIN TAXIWAY. IT IS A 3D NGS ROD FG1961'MARK SET FLUSH WITH THE GROUND. STAMPED RUSSPORT 1990. FG1961 FG1961 STATION RECOVERY (1996) FG1961 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM) FG1961'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) SOUTHEAST OF RUSSELLVILLE, FG1961'AT THE RUSSELLVILLE REGIONAL AIRPORT, NEAR MIDFIELD, IN THE NORTHEAST FG1961'QUADRANT OF THE JUNCTION OF THE PARALLEL TAXIWAY AND A CONNECTOR FG1961'TAXIWAY LEADING TO SOME HANGARS. OWNERSHIP--CITY OF RUSSELLVILLE, FG1961'CITY HALL, RUSSELLVILLE AR, PO BOX 128, RUSSELLVILLE AR 72801. AIRPORT FG1961'MANAGER IS BILL SHELTON, PHONE 501-967-1227 (AIRPORT), 331-3318 FG1961'(HOME). ASSISTANT MANAGER IS SHAWN WALTER, PHONE 890-5070. CALL IN FG1961'ADVANCE TO OPEN THE LOCKED GATE. TO REACH THE STATION FROM THE FG1961'OVERPASS AT THE JUNCTION OF INTERSTATE HIGHWAY 40 AND STATE HIGHWAYS FG1961'64 AND 331 (EXIT 84) ON THE EAST SIDE OF RUSSELLVILLE, GO SOUTH ON FG1961'HIGHWAYS 64 AND 331 FOR 0.48 KM (0.30 MI) TO A PAVED T-JUNCTION. TURN FG1961'RIGHT, WEST ON HIGHWAYS 64 AND 331 FOR 0.74 KM (0.45 MI) TO A PAVED FG1961'CROSSROAD. TURN LEFT, SOUTH ON HIGHWAY 331 (ELMIRA AVENUE) FOR 1.53 FG1961'KM (0.95 MI) TO A PAVED CROSSROAD. TURN LEFT, EAST ON EAST 16TH FG1961'STREET FOR 0.40 KM (0.25 MI) TO A PAVED ROAD RIGHT. TURN RIGHT, FG1961'SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.25 MI) TO A FG1961'DRIVEWAY AND A PARKING LOT ON THE LEFT. TURN LEFT, EAST ON THE FG1961'DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.05 MI) TO A LOCKED FG1961'GATE AND AIRPORT OFFICE ON THE RIGHT. TURN RIGHT, SOUTHEAST, PASSING FG1961'THROUGH THE GATE AND ACROSS THE APRON FOR 0.13 KM (0.10 MI) TO THE FG1961'PARALLEL TAXIWAY. TURN LEFT, EAST-NORTHEAST ALONG THE TAXIWAY FOR FG1961'0.37 KM (0.20 MI) TO THE STATION ON THE LEFT. THE STATION IS A PUNCH FG1961'HOLE ON THE TOP CENTER OF A STAINLESS STEEL ROD IN A GREASE FILLED FG1961'SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP FG1961'SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 18.6 M (61.0 FG1961'FT) NORTHEAST OF THE CENTER OF THE JUNCTION OF THE TAXIWAYS, 13.4 M FG1961'(44.0 FT) EAST-NORTHEAST OF THE CENTER OF THE TAXIWAY LEADING TO THE FG1961'HANGARS, 12.8 M (42.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE FG1961'PARALLEL TAXIWAY, 1.2 M (3.9 FT) NORTH-NORTHEAST OF A STEEL WITNESS FG1961'POST, 1.15 M (3.77 FT) WEST-NORTHWEST OF A STEEL WITNESS POST, 1.1 M FG1961'(3.6 FT) EAST-SOUTHEAST OF A STEEL WITNESS POST AND 1.15 M (3.77 FT) FG1961'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS FG1961'USED AS AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION. FG1961'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD FG1961'MARK. FG1961 FG1961 STATION RECOVERY (2000) FG1961 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM) FG1961'RECOVERED BY NATIONAL GEODETIC SURVEY 1999. RECOVERED IN GOOD FG1961'CONDITION. NOTE-THE STATION IS CLOSE TO A TAXIWAY, THE AIRPORT FG1961'MANAGER REQUESTS HE BE CONTACTED ONE DAY IN ADVANCE BEFORE OCCUPYING FG1961'THIS STATION. SEE CONTACT IN THE 1996 DESCRIPTION. FG1961 FG1961 STATION RECOVERY (2004) FG1961 FG1961'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG1961'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 9, 2004 FG1962 *********************************************************************** FG1962 DESIGNATION - RUSSPORT AZ MK FG1962 PID - FG1962 FG1962 STATE/COUNTY- AR/POPE FG1962 USGS QUAD - RUSSELLVILLE EAST (1993) FG1962 FG1962 *CURRENT SURVEY CONTROL FG1962 ___________________________________________________________________ FG1962* NAD 83(1997)- 35 15 41.14256(N) 093 05 10.35337(W) ADJUSTED FG1962* NAVD 88 - 122.9 (meters) 403. (feet) VERTCON FG1962 ___________________________________________________________________ FG1962 X - -280,703.737 (meters) COMP FG1962 Y - -5,206,251.603 (meters) COMP FG1962 Z - 3,661,641.387 (meters) COMP FG1962 LAPLACE CORR- 3.43 (seconds) DEFLEC99 FG1962 ELLIP HEIGHT- 93.73 (meters) (09/24/01) GPS OBS FG1962 GEOID HEIGHT- -29.06 (meters) GEOID03 FG1962 FG1962 HORZ ORDER - FIRST FG1962 ELLP ORDER - FOURTH CLASS II FG1962 FG1962.This mark is at Russellville Airport (RUE) FG1962 FG1962.The horizontal coordinates were established by GPS observations FG1962.and adjusted by the National Geodetic Survey in September 1999. FG1962 FG1962.The NAVD 88 height was computed by applying the VERTCON shift value to FG1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FG1962 FG1962.The X, Y, and Z were computed from the position and the ellipsoidal ht. FG1962 FG1962.The Laplace correction was computed from DEFLEC99 derived deflections. FG1962 FG1962.The ellipsoidal height was determined by GPS observations FG1962.and is referenced to NAD 83. FG1962 FG1962.The geoid height was determined by GEOID03. FG1962 FG1962; North East Units Scale Factor Converg. FG1962;SPC AR N - 103,509.286 301,165.128 MT 0.99995171 -0 37 55.4 FG1962;UTM 15 - 3,902,038.522 492,158.363 MT 0.99960076 -0 02 59.2 FG1962 FG1962! - Elev Factor x Scale Factor = Combined Factor FG1962!SPC AR N - 0.99998529 x 0.99995171 = 0.99993700 FG1962!UTM 15 - 0.99998529 x 0.99960076 = 0.99958605 FG1962 FG1962: Primary Azimuth Mark Grid Az FG1962:SPC AR N - RUSSPORT 255 03 56.1 FG1962:UTM 15 - RUSSPORT 254 28 59.9 FG1962 FG1962|---------------------------------------------------------------------| FG1962| PID Reference Object Distance Geod. Az | FG1962| dddmmss.s | FG1962| FG1961 RUSSPORT APPROX. 0.6 KM 2542600.7 | FG1962|---------------------------------------------------------------------| FG1962 FG1962 SUPERSEDED SURVEY CONTROL FG1962 FG1962 ELLIP H (09/14/99) 93.74 (m) GP( ) 4 1 FG1962 NAD 83(1986)- 35 15 41.15536(N) 093 05 10.34546(W) AD( ) 1 FG1962 NGVD 29 (11/13/90) 122.9 (m) 403. (f) GPS OBS FG1962 FG1962.Superseded values are not recommended for survey control. FG1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1962.See file dsdata.txt to determine how the superseded data were derived. FG1962 FG1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVV9215802039(NAD 83) FG1962_MARKER: I = METAL ROD FG1962_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FG1962_STAMPING: RUSSPORT AZ MK 1990 FG1962_MARK LOGO: NGS FG1962_PROJECTION: FLUSH FG1962_MAGNETIC: I = MARKER IS A STEEL ROD FG1962_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FG1962+STABILITY: POSITION/ELEVATION WELL FG1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1962+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2004 FG1962_ROD/PIPE-DEPTH: 0.9 meters FG1962_SLEEVE-DEPTH : 0.3 meters FG1962 FG1962 HISTORY - Date Condition Report By FG1962 HISTORY - 1990 MONUMENTED NGS FG1962 HISTORY - 19951231 GOOD NGS FG1962 HISTORY - 20040922 GOOD NGS FG1962 FG1962 STATION DESCRIPTION FG1962 FG1962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FG1962'STATION IS LOCATED ABOUT 17.4 KM (10.8 MI) NORTHWEST OF ATKINS, 6.8 KM FG1962'(4.2 MI) NORTHEAST OF DARDANELLE, AND 1.3 KM (0.8 MI) SOUTHEAST OF FG1962'RUSSELLVILLE. AT THE RUSSELLVILLE MUNICIPAL AIRPORT. OWNERSHIP--CITY FG1962'OF RUSSELLVILLE, CITY HALL, RUSSELLVILLE AR 72801. AIRPORT MANAGER IS FG1962'EARL ANDERSON, P.O.BOX 428. RUSSELLVILLE AR 72802. JIM WALDO IS ASST. FG1962'AIRPORT MANAGER. HOME PHONE IS 501-331-2487. FG1962'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 AND STATE FG1962'HIGHWAY 7T IN EAST RUSSELLVILLE, GO SOUTH ON STATE HIGHWAY 7T FOR FG1962'1.61 KM (1.00 MI) TO A CROSSROAD. TURN LEFT AND GO EAST ON 16 TH FG1962'STREET FOR 2.02 KM (1.26 MI) TO A PAVED ROAD ON THE RIGHT. TURN RIGHT FG1962'AND GO SOUTHEAST ON THE AIRPORT ENTRANCE ROAD FOR 0.38 KM (0.24 MI) FG1962'TO A DRIVEWAY AND PARKING LOT ON THE LEFT. TURN LEFT AND GO EAST ON FG1962'THE DRIVEWAY AND THROUGH THE PARKING LOT FOR 0.06 KM (0.04 MI) TO A FG1962'LOCKED GATE. PASS THROUGH THE GATE AND GO SOUTHEAST ON A PAVED ROAD FG1962'AND ACROSS AN APRON, PASSING THE AIRPORT OFFICE ON THE RIGHT, AND FG1962'ALONG A TAXIWAY FOR 0.13 KM (0.08 MI) TO A TAXIWAY. TURN LEFT AND GO FG1962'NORTHEAST ON THE TAXIWAY FOR 0.96 KM (0.60 MI) TO THE STATION ON THE FG1962'LEFT AND ABOUT ON LINE WITH THE TAXIWAY AND RUNWAY END. FG1962'THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS STEEL FG1962'ROD ENCASED IN A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS 15.3 M FG1962'(50.2 FT) NORTH OF THE NORTH EDGE OF THE TAXIWAY, 14.2 M (46.6 FT) FG1962'NORTH-NORTHEAST OF A TAXIWAY REFECTOR, 12.3 M (40.4 FT) THERE IS A FG1962'LOCKED GATE AT THIS AIRPORT. FG1962'DESCRIBED BY R.D.BALL. FG1962 FG1962 STATION RECOVERY (1995) FG1962 FG1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 FG1962'THIS STATION IS LOCATED AT RUSSELLVILLE MUNICIPAL AIRPORT AT THE FG1962'NORTHEAST END OF THE FIELD NEAR RUNWAY END 25. 50.5 FT (15.4 M) FG1962'NORTHWEST OF THE NORTHEAST EDGE OF THE TAXIWAY CORNER, 46.6 FT (14.2 FG1962'M) NORTHEAST OF A TAXIWAY REFLECTOR, SOUTHWEST OF THE TAXIWAY CORNER, FG1962'71.6 FT (21.8 M) NORTHWEST OF A TAXIWAY REFLECTOR SOUTHEAST OF THE FG1962'TAXIWAY CORNER. IT IS 3D MARK SET BY NGS MOUNTED FLUSH WITH THE FG1962'GROUND. FG1962 FG1962 STATION RECOVERY (2004) FG1962 FG1962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG1962'RECOVERED IN GOOD CONDITION.