1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0335 *********************************************************************** JE0335 DESIGNATION - 860 RESET JE0335 PID - JE0335 JE0335 STATE/COUNTY- MO/BATES JE0335 USGS QUAD - BUTLER (1961) JE0335 JE0335 *CURRENT SURVEY CONTROL JE0335 ___________________________________________________________________ JE0335* NAD 83(1986)- 38 20 58. (N) 094 20 44. (W) SCALED JE0335* NAVD 88 - 262.85 (meters) 862.4 (feet) RESET JE0335 ___________________________________________________________________ JE0335 GEOID HEIGHT- -32.17 (meters) GEOID99 JE0335 JE0335 VERT ORDER - THIRD JE0335 JE0335.The horizontal coordinates were scaled from a topographic map and have JE0335.an estimated accuracy of +/- 6 seconds. JE0335 JE0335.The orthometric height was computed from unverified reset data. JE0335 JE0335.The geoid height was determined by GEOID99. JE0335 JE0335; North East Units Estimated Accuracy JE0335;SPC MO W - 242,250. 863,500. MT (+/- 180 meters Scaled) JE0335 JE0335 SUPERSEDED SURVEY CONTROL JE0335 JE0335.No superseded survey control is available for this station. JE0335 JE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC824454(NAD 83) JE0335_MARKER: DD = SURVEY DISK JE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0335_STAMPING: 860 RESET 1969 JE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0335+STABILITY: SURFACE MOTION JE0335 JE0335 HISTORY - Date Condition Report By JE0335 HISTORY - 1969 MONUMENTED CGS JE0335 JE0335 STATION DESCRIPTION JE0335 JE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0335'2.5 MI NE FROM PASSAIC. JE0335'ABOUT 2.0 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0335'THE POST OFFICE AT PASSAIC, THENCE 0.5 MILE EAST ALONG A GRAVELED JE0335'ROAD, OR 3.1 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD JE0335'FROM THE STATION AT ADRAIN, THENCE 0.5 MILE EAST ALONG A GRAVELED JE0335'ROAD, 125 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD, 4 JE0335'FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE REPAIR BOX, JE0335'2.5 FEET SOUTHEAST OF A FENCE CORNER POST AT A JOG IN THE JE0335'FENCE, 1.5 FEET NORTHWEST OF A METAL WITNESS POST, AT THE EAST JE0335'EDGE OF THE RIGHT-OF-WAY OF NEW U.S. HIGHWAY 71, AND SET IN JE0335'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2067 *********************************************************************** JE2067 DESIGNATION - D 175 RESET JE2067 PID - JE2067 JE2067 STATE/COUNTY- MO/BATES JE2067 USGS QUAD - PAPINVILLE (1991) JE2067 JE2067 *CURRENT SURVEY CONTROL JE2067 ___________________________________________________________________ JE2067* NAD 83(1986)- 38 04 42. (N) 094 11 10. (W) SCALED JE2067* NAVD 88 - 227.04 (meters) 744.9 (feet) RESET JE2067 ___________________________________________________________________ JE2067 GEOID HEIGHT- -31.92 (meters) GEOID99 JE2067 JE2067 VERT ORDER - THIRD JE2067 JE2067.The horizontal coordinates were scaled from a topographic map and have JE2067.an estimated accuracy of +/- 6 seconds. JE2067 JE2067.The orthometric height was computed from unverified reset data. JE2067.No vertical observational check was made to the station. JE2067 JE2067.The geoid height was determined by GEOID99. JE2067 JE2067; North East Units Estimated Accuracy JE2067;SPC MO W - 212,190. 877,540. MT (+/- 180 meters Scaled) JE2067 JE2067 SUPERSEDED SURVEY CONTROL JE2067 JE2067 NGVD 29 (10/29/03) 226.92 (m) 744.5 (f) RESET 3 JE2067 JE2067.Superseded values are not recommended for survey control. JE2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2067.See file dsdata.txt to determine how the superseded data were derived. JE2067 JE2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC959151(NAD 83) JE2067_MARKER: DB = BENCH MARK DISK JE2067_SETTING: 32 = HEADWALL JE2067_STAMPING: D 175 RESET 1979 JE2067_MARK LOGO: NGS JE2067_MAGNETIC: N = NO MAGNETIC MATERIAL JE2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE2067+STABILITY: SURFACE MOTION JE2067 JE2067 HISTORY - Date Condition Report By JE2067 HISTORY - 1979 MONUMENTED LOCENG JE2067 JE2067 STATION DESCRIPTION JE2067 JE2067'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 JE2067'0.5 MI (0.8 KM) WEST ON GRAVEL ROAD FROM ROUTE O IN PRAIRIE CITY, 18 JE2067'FEET NORTH OF CENTERLINE OF GRAVEL ROAD AND 0.5 FT (0.2 M) BELOW THE JE2067'LEVEL OF ROAD, IN THE NORTH HEADWALL OF RCB BRIDGE OVER WILLOW CREEK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0641 *********************************************************************** JE0641 DESIGNATION - E 251 RESET JE0641 PID - JE0641 JE0641 STATE/COUNTY- MO/BATES JE0641 USGS QUAD - BUTLER SOUTH (1991) JE0641 JE0641 *CURRENT SURVEY CONTROL JE0641 ___________________________________________________________________ JE0641* NAD 83(1986)- 38 13 15. (N) 094 21 04. (W) SCALED JE0641* NAVD 88 - 236.83 (meters) 777.0 (feet) RESET JE0641 ___________________________________________________________________ JE0641 GEOID HEIGHT- -32.07 (meters) GEOID99 JE0641 JE0641 VERT ORDER - THIRD JE0641 JE0641.The horizontal coordinates were scaled from a topographic map and have JE0641.an estimated accuracy of +/- 6 seconds. JE0641 JE0641.The orthometric height was computed from unverified reset data. JE0641 JE0641.The geoid height was determined by GEOID99. JE0641 JE0641; North East Units Estimated Accuracy JE0641;SPC MO W - 227,970. 863,040. MT (+/- 180 meters Scaled) JE0641 JE0641 SUPERSEDED SURVEY CONTROL JE0641 JE0641.No superseded survey control is available for this station. JE0641 JE0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC817311(NAD 83) JE0641_MARKER: DB = BENCH MARK DISK JE0641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0641_STAMPING: E 251 RESET 1969 JE0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0641+STABILITY: SURFACE MOTION JE0641 JE0641 HISTORY - Date Condition Report By JE0641 HISTORY - 1969 MONUMENTED CGS JE0641 JE0641 STATION DESCRIPTION JE0641 JE0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0641'3.8 MI SE FROM BUTLER. JE0641'ABOUT 2.9 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM JE0641'THE STATION AT BUTLER, THENCE 0.9 MILE EAST ALONG A GRAVELED JE0641'ROAD TO THE INTERSECTION OF U.S. HIGHWAY 71 AND STATE HIGHWAY JE0641'52, AT THE WEST EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 71, JE0641'57 FEET NORTH OF A GRAVELED ROAD, 7 FEET NORTH OF A CORNER FENCE JE0641'POST, 1 FOOT EAST OF A FENCE, 1 FOOT SOUTH OF A METAL WITNESS JE0641'POST, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS JE0641'4 INCHES. SECTION 34, T 40 N, R 32 W 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0349 *********************************************************************** JE0349 DESIGNATION - J 252 RESET JE0349 PID - JE0349 JE0349 STATE/COUNTY- MO/BATES JE0349 USGS QUAD - ADRIAN (1981) JE0349 JE0349 *CURRENT SURVEY CONTROL JE0349 ___________________________________________________________________ JE0349* NAD 83(1986)- 38 26 39. (N) 094 20 34. (W) SCALED JE0349* NAVD 88 - 252.08 (meters) 827.0 (feet) RESET JE0349 ___________________________________________________________________ JE0349 GEOID HEIGHT- -32.22 (meters) GEOID99 JE0349 JE0349 VERT ORDER - THIRD JE0349 JE0349.The horizontal coordinates were scaled from a topographic map and have JE0349.an estimated accuracy of +/- 6 seconds. JE0349 JE0349.The orthometric height was computed from unverified reset data. JE0349 JE0349.The geoid height was determined by GEOID99. JE0349 JE0349; North East Units Estimated Accuracy JE0349;SPC MO W - 252,760. 863,730. MT (+/- 180 meters Scaled) JE0349 JE0349 SUPERSEDED SURVEY CONTROL JE0349 JE0349.No superseded survey control is available for this station. JE0349 JE0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC828559(NAD 83) JE0349_MARKER: DB = BENCH MARK DISK JE0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0349_STAMPING: J 252 RESET 1969 JE0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0349+STABILITY: SURFACE MOTION JE0349 JE0349 HISTORY - Date Condition Report By JE0349 HISTORY - 1969 MONUMENTED CGS JE0349 JE0349 STATION DESCRIPTION JE0349 JE0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0349'5 MI NE FROM ADRIAN. JE0349'ABOUT 2.3 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD JE0349'FROM THE STATION AT ADRAIN, THENCE 0.65 MILE EAST ALONG STATE JE0349'ROAD AA, THENCE 1.0 MILE NORTH ALONG U.S. HIGHWAY 71, AT A JE0349'ROAD INTERSECTION, 186 FEET EAST OF THE CENTER OF U.S. HIGHWAY JE0349'71, 30 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 12 FEET JE0349'EAST OF A TELEPHONE POLE, 1 FOOT WEST OF A METAL WITNESS POST, JE0349'0.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE JE0349'POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0327 *********************************************************************** JE0327 DESIGNATION - K 4 Z 2 JE0327 PID - JE0327 JE0327 STATE/COUNTY- MO/BATES JE0327 USGS QUAD - BUTLER (1961) JE0327 JE0327 *CURRENT SURVEY CONTROL JE0327 ___________________________________________________________________ JE0327* NAD 83(1986)- 38 20 03. (N) 094 20 44. (W) SCALED JE0327* NAVD 88 - 265.17 (meters) 870.0 (feet) RESET JE0327 ___________________________________________________________________ JE0327 GEOID HEIGHT- -32.16 (meters) GEOID99 JE0327 JE0327 VERT ORDER - THIRD JE0327 JE0327.The horizontal coordinates were scaled from a topographic map and have JE0327.an estimated accuracy of +/- 6 seconds. JE0327 JE0327.The orthometric height was computed from unverified reset data. JE0327 JE0327.The geoid height was determined by GEOID99. JE0327 JE0327; North East Units Estimated Accuracy JE0327;SPC MO W - 240,550. 863,500. MT (+/- 180 meters Scaled) JE0327 JE0327 SUPERSEDED SURVEY CONTROL JE0327 JE0327.No superseded survey control is available for this station. JE0327 JE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83) JE0327_MARKER: DS = TRIANGULATION STATION DISK JE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0327_STAMPING: K4Z 2 1969 JE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0327+STABILITY: SURFACE MOTION JE0327 JE0327 HISTORY - Date Condition Report By JE0327 HISTORY - 1969 MONUMENTED CGS JE0327 JE0327 STATION DESCRIPTION JE0327 JE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0327'1 MI N FROM PASSAIC. JE0327'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION JE0327'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE JE0327'OF ADRAIN, 166 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, JE0327'89 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 56 FEET JE0327'SOUTH OF A PROJECTED EAST-WEST FENCE, 1 FOOT SOUTHWEST OF A JE0327'METAL WITNESS POST, IN THE NORTHEAST QUARTER OF SECTION 27, JE0327'T41N, R31W, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH JE0327'PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0329 *********************************************************************** JE0329 DESIGNATION - K 4 Z 2 RM 3 JE0329 PID - JE0329 JE0329 STATE/COUNTY- MO/BATES JE0329 USGS QUAD - BUTLER (1961) JE0329 JE0329 *CURRENT SURVEY CONTROL JE0329 ___________________________________________________________________ JE0329* NAD 83(1986)- 38 20 03. (N) 094 20 44. (W) SCALED JE0329* NAVD 88 - 265.04 (meters) 869.6 (feet) RESET JE0329 ___________________________________________________________________ JE0329 GEOID HEIGHT- -32.16 (meters) GEOID99 JE0329 JE0329 VERT ORDER - THIRD JE0329 JE0329.The horizontal coordinates were scaled from a topographic map and have JE0329.an estimated accuracy of +/- 6 seconds. JE0329 JE0329.The orthometric height was computed from unverified reset data. JE0329 JE0329.The geoid height was determined by GEOID99. JE0329 JE0329; North East Units Estimated Accuracy JE0329;SPC MO W - 240,550. 863,500. MT (+/- 180 meters Scaled) JE0329 JE0329 SUPERSEDED SURVEY CONTROL JE0329 JE0329.No superseded survey control is available for this station. JE0329 JE0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83) JE0329_MARKER: DR = REFERENCE MARK DISK JE0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0329_STAMPING: K4Z 2 NO 3 1969 JE0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0329+STABILITY: SURFACE MOTION JE0329 JE0329 HISTORY - Date Condition Report By JE0329 HISTORY - 1969 MONUMENTED CGS JE0329 JE0329 STATION DESCRIPTION JE0329 JE0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0329'1 MI N FROM PASSAIC. JE0329'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION JE0329'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE JE0329'OF ADRAIN, 324 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 31 JE0329'FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD, 2 FEET SOUTH JE0329'OF A FENCE, 1.5 FEET WEST-SOUTHWEST OF A JOG IN FENCE, IN THE JE0329'NORTHEAST QUARTER OF SECTION 27, T41N, R31W, AND SET IN THE TOP JE0329'OF A ROUND CONCRETE POST WHICH PROJECT 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0330 *********************************************************************** JE0330 DESIGNATION - K 4 Z 2 RM 4 JE0330 PID - JE0330 JE0330 STATE/COUNTY- MO/BATES JE0330 USGS QUAD - BUTLER (1961) JE0330 JE0330 *CURRENT SURVEY CONTROL JE0330 ___________________________________________________________________ JE0330* NAD 83(1986)- 38 20 02. (N) 094 20 44. (W) SCALED JE0330* NAVD 88 - 264.90 (meters) 869.1 (feet) RESET JE0330 ___________________________________________________________________ JE0330 GEOID HEIGHT- -32.16 (meters) GEOID99 JE0330 JE0330 VERT ORDER - THIRD JE0330 JE0330.The horizontal coordinates were scaled from a topographic map and have JE0330.an estimated accuracy of +/- 6 seconds. JE0330 JE0330.The orthometric height was computed from unverified reset data. JE0330 JE0330.The geoid height was determined by GEOID99. JE0330 JE0330; North East Units Estimated Accuracy JE0330;SPC MO W - 240,520. 863,500. MT (+/- 180 meters Scaled) JE0330 JE0330 SUPERSEDED SURVEY CONTROL JE0330 JE0330.No superseded survey control is available for this station. JE0330 JE0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC823437(NAD 83) JE0330_MARKER: DR = REFERENCE MARK DISK JE0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0330_STAMPING: K4Z 2 NO 4 1969 JE0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0330+STABILITY: SURFACE MOTION JE0330 JE0330 HISTORY - Date Condition Report By JE0330 HISTORY - 1969 MONUMENTED CGS JE0330 JE0330 STATION DESCRIPTION JE0330 JE0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0330'1 MI N FROM PASSAIC. JE0330'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 71 FROM THE JUNCTION JE0330'OF U.S. HIGHWAY 71 AND STATE HIGHWAY 18 AT THE SOUTHEAST SIDE JE0330'OF ADRAIN, 125 FEET EAST OF THE CENTER OF U.S. HIGHWAY 71, 1 JE0330'FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AT A JOG IN FENCE, IN JE0330'THE NORTHEAST QUARTER OF SECTION 27, T41N, R31W, AND SET IN THE JE0330'TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0464 *********************************************************************** JE0464 DESIGNATION - T 174 RESET JE0464 PID - JE0464 JE0464 STATE/COUNTY- MO/BATES JE0464 USGS QUAD - RICH HILL (1991) JE0464 JE0464 *CURRENT SURVEY CONTROL JE0464 ___________________________________________________________________ JE0464* NAD 83(1986)- 38 05 51. (N) 094 20 38. (W) SCALED JE0464* NAVD 88 - 235.88 (meters) 773.9 (feet) RESET JE0464 ___________________________________________________________________ JE0464 GEOID HEIGHT- -31.90 (meters) GEOID99 JE0464 JE0464 VERT ORDER - THIRD JE0464 JE0464.The horizontal coordinates were scaled from a topographic map and have JE0464.an estimated accuracy of +/- 6 seconds. JE0464 JE0464.The orthometric height was computed from unverified reset data. JE0464 JE0464.The geoid height was determined by GEOID99. JE0464 JE0464; North East Units Estimated Accuracy JE0464;SPC MO W - 214,280. 863,690. MT (+/- 180 meters Scaled) JE0464 JE0464 SUPERSEDED SURVEY CONTROL JE0464 JE0464.No superseded survey control is available for this station. JE0464 JE0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC821174(NAD 83) JE0464_MARKER: DB = BENCH MARK DISK JE0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0464_STAMPING: T 174 RESET 1969 JE0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0464+STABILITY: SURFACE MOTION JE0464 JE0464 HISTORY - Date Condition Report By JE0464 HISTORY - 1969 MONUMENTED CGS JE0464 JE0464 STATION DESCRIPTION JE0464 JE0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0464'1.1 MI E FROM RICH HILL. JE0464'ABOUT 0.5 MILE EAST ALONG PARK AVENUE FROM THE MISSOURI PACIFIC JE0464'RAILROAD STATION AT RICH HILL, THENCE 0.1 MILE NORTH ALONG JE0464'U.S. HIGHWAY 71, THENCE 0.5 MILE EAST ALONG STATE HIGHWAY B, JE0464'0.1 MILE WEST OF THE JUNCTION OF A NORTH-SOUTH ROAD, 154 FEET JE0464'WEST OF A DRIVEWAY LEADING TO A NEW HOUSE, 34 FEET SOUTH OF JE0464'THE CENTER OF STATE HIGHWAY B, 2 FEET NORTH OF A POWERLINE POLE, JE0464'1 FOOT WEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A JE0464'ROUND CONCRETE POST WHICH PROJECTS 4 INCHES. SECTION 4, T JE0464'38 N, R 31 W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0315 *********************************************************************** JE0315 DESIGNATION - X 251 RESET JE0315 PID - JE0315 JE0315 STATE/COUNTY- MO/BATES JE0315 USGS QUAD - BUTLER (1961) JE0315 JE0315 *CURRENT SURVEY CONTROL JE0315 ___________________________________________________________________ JE0315* NAD 83(1986)- 38 17 09. (N) 094 20 33. (W) SCALED JE0315* NAVD 88 - 265.92 (meters) 872.4 (feet) RESET JE0315 ___________________________________________________________________ JE0315 GEOID HEIGHT- -32.12 (meters) GEOID99 JE0315 JE0315 VERT ORDER - THIRD JE0315 JE0315.This mark is at Butler Mem Airport (BUM) JE0315 JE0315.The horizontal coordinates were scaled from a topographic map and have JE0315.an estimated accuracy of +/- 6 seconds. JE0315 JE0315.The orthometric height was computed from unverified reset data. JE0315 JE0315.The geoid height was determined by GEOID99. JE0315 JE0315; North East Units Estimated Accuracy JE0315;SPC MO W - 235,190. 863,780. MT (+/- 180 meters Scaled) JE0315 JE0315 SUPERSEDED SURVEY CONTROL JE0315 JE0315.No superseded survey control is available for this station. JE0315 JE0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUC825383(NAD 83) JE0315_MARKER: DB = BENCH MARK DISK JE0315_SETTING: 36 = FOUNDATION JE0315_STAMPING: X 251 RESET 1969 JE0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JE0315 JE0315 HISTORY - Date Condition Report By JE0315 HISTORY - 1969 MONUMENTED CGS JE0315 JE0315 STATION DESCRIPTION JE0315 JE0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JE0315'2 MI N FROM BUTLER. JE0315'ABOUT 2.05 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD JE0315'FROM THE STATION AT BUTLER, AT THE BUTLER, MUNICIPAL AIRPORT, JE0315'15.5 FEET SOUTH AND 4.5 FEET WEST OF THE ENTRANCE TO THE OFFICE JE0315'BUILDING WHICH IS AT THE NORTHEAST CORNER OF THE EASTERN HANGAR, JE0315'1.28 FEET SOUTH OF THE SOUTH WALL OF THE HANGAR, CEMENTED IN JE0315'A DRILL HOLE IN THE CONCRETE FOUNDATION INSIDE THE HANGAR.