1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1850 *********************************************************************** JD1850 DESIGNATION - CONCORDIA RESET JD1850 PID - JD1850 JD1850 STATE/COUNTY- MO/LAFAYETTE JD1850 USGS QUAD - CONCORDIA (1981) JD1850 JD1850 *CURRENT SURVEY CONTROL JD1850 ___________________________________________________________________ JD1850* NAD 83(1986)- 38 58 41. (N) 093 31 31. (W) SCALED JD1850* NAVD 88 - 240.84 (meters) 790.2 (feet) RESET JD1850 ___________________________________________________________________ JD1850 GEOID HEIGHT- -32.72 (meters) GEOID99 JD1850 JD1850 VERT ORDER - THIRD JD1850 JD1850.The horizontal coordinates were scaled from a topographic map and have JD1850.an estimated accuracy of +/- 6 seconds. JD1850 JD1850.The orthometric height was computed from unverified reset data. JD1850 JD1850.The geoid height was determined by GEOID99. JD1850 JD1850; North East Units Estimated Accuracy JD1850;SPC MO W - 312,470. 934,460. MT (+/- 180 meters Scaled) JD1850 JD1850 SUPERSEDED SURVEY CONTROL JD1850 JD1850.No superseded survey control is available for this station. JD1850 JD1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83) JD1850_MARKER: DS = TRIANGULATION STATION DISK JD1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1850_STAMPING: CONCORDIA 1949 1972 JD1850_MARK LOGO: CGS JD1850_PROJECTION: FLUSH JD1850_MAGNETIC: N = NO MAGNETIC MATERIAL JD1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1850+STABILITY: SURFACE MOTION JD1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD1850+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1993 JD1850 JD1850 HISTORY - Date Condition Report By JD1850 HISTORY - 1972 MONUMENTED NGS JD1850 HISTORY - 19930126 SEE DESCRIPTION MODNR JD1850 JD1850 STATION DESCRIPTION JD1850 JD1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 JD1850'2.5 MI E FROM CONCORDIA. JD1850'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA, JD1850'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET. TURN RIGHT JD1850'AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES TO JD1850'A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A GRAVELED JD1850'ROAD FOR 0.6 MILE TO RAILROAD TRACK. CROSS THE TRACK, THEN JD1850'TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE MARK JD1850'ON THE RIGHT. IT IS 153.16 FEET EAST-SOUTHEAST OF REFERENCE JD1850'MARK 4, 79.94 FEET WEST-SOUTHWEST OF REFERENCE MARK 3, 65.70 FEET JD1850'EAST-SOUTHEAST OF REFERENCE MARK 2, 52 FEET SOUTH OF THE SOUTH JD1850'RAIL OF THE RAILROAD TRACK, 13 FEET SOUTH OF A METAL WITNESS JD1850'POST AND SET IN THE TOP OF A 16 INCH CYLINDRICAL CONCRETE JD1850'MONUMENT THAT IS 14 INCHES BELOW THE GROUND SURFACE. JD1850 JD1850 STATION RECOVERY (1993) JD1850 JD1850'RECOVERY NOTE BY MO DEPT OF NAT RES 1993 (BDC) JD1850'THE STATION WAS SEARCHED FOR BUT NOT RECOVERED. THE RAILROAD BED HAS JD1850'BEEN REMOVED AND GRADED LEVEL WITH THE FIELD, THE RMS WERE DESTROYED. JD1850'THE LANDOWNER STATED THE STATION IS BELOW THE GROUND AND BEING IN AN JD1850'OPEN FIELD WAS NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1851 *********************************************************************** JD1851 DESIGNATION - CONCORDIA RM 4 JD1851 PID - JD1851 JD1851 STATE/COUNTY- MO/LAFAYETTE JD1851 USGS QUAD - CONCORDIA (1981) JD1851 JD1851 *CURRENT SURVEY CONTROL JD1851 ___________________________________________________________________ JD1851* NAD 83(1986)- 38 58 41. (N) 093 31 31. (W) SCALED JD1851* NAVD 88 - 241.73 (meters) 793.1 (feet) RESET JD1851 ___________________________________________________________________ JD1851 GEOID HEIGHT- -32.72 (meters) GEOID99 JD1851 JD1851 VERT ORDER - THIRD JD1851 JD1851.The horizontal coordinates were scaled from a topographic map and have JD1851.an estimated accuracy of +/- 6 seconds. JD1851 JD1851.The orthometric height was computed from unverified reset data. JD1851 JD1851.The geoid height was determined by GEOID99. JD1851 JD1851; North East Units Estimated Accuracy JD1851;SPC MO W - 312,470. 934,460. MT (+/- 180 meters Scaled) JD1851 JD1851 SUPERSEDED SURVEY CONTROL JD1851 JD1851.No superseded survey control is available for this station. JD1851 JD1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD545144(NAD 83) JD1851_MARKER: DR = REFERENCE MARK DISK JD1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1851_STAMPING: CONCORDIA NO 4 1949 1972 JD1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1851+STABILITY: SURFACE MOTION JD1851 JD1851 HISTORY - Date Condition Report By JD1851 HISTORY - 1972 MONUMENTED NGS JD1851 JD1851 STATION DESCRIPTION JD1851 JD1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 JD1851'2.5 MI E FROM CONCORDIA. JD1851'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA, JD1851'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET. TURN JD1851'RIGHT AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES JD1851'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A JD1851'GRAVELED ROAD FOR 0.6 MILE TO RAILROAD TRACK. CROSS THE TRACK, JD1851'THEN TURN LEFT AND GO EAST ON A FIELD ROAD FOR 0.4 MILE TO THE JD1851'MARK ON THE RIGHT. IT IS 38 FEET SOUTH OF THE SOUTH RAIL OF JD1851'THE RAILROAD TRACK AND 1 FOOT EAST OF A METAL WITNESS POST. JD1851'IT IS SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT JD1851'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1331 *********************************************************************** KD1331 DESIGNATION - E 293 RESET KD1331 PID - KD1331 KD1331 STATE/COUNTY- MO/LAFAYETTE KD1331 USGS QUAD - ODESSA NORTH (1978) KD1331 KD1331 *CURRENT SURVEY CONTROL KD1331 ___________________________________________________________________ KD1331* NAD 83(1986)- 39 00 26. (N) 093 56 52. (W) SCALED KD1331* NAVD 88 - 294.64 (meters) 966.7 (feet) RESET KD1331 ___________________________________________________________________ KD1331 GEOID HEIGHT- -32.61 (meters) GEOID99 KD1331 KD1331 VERT ORDER - THIRD KD1331 KD1331.The horizontal coordinates were scaled from a topographic map and have KD1331.an estimated accuracy of +/- 6 seconds. KD1331 KD1331.The orthometric height was computed from unverified reset data. KD1331.No vertical observational check was made to the station. KD1331 KD1331.The geoid height was determined by GEOID99. KD1331 KD1331; North East Units Estimated Accuracy KD1331;SPC MO W - 315,400. 897,830. MT (+/- 180 meters Scaled) KD1331 KD1331 SUPERSEDED SURVEY CONTROL KD1331 KD1331 NGVD 29 (10/29/03) 294.54 (m) 966.3 (f) RESET 3 KD1331 KD1331.Superseded values are not recommended for survey control. KD1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1331.See file dsdata.txt to determine how the superseded data were derived. KD1331 KD1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD179180(NAD 83) KD1331_MARKER: DB = BENCH MARK DISK KD1331_SETTING: 36 = BRIDGE WINGWALL KD1331_STAMPING: E 293 RESET 1976 KD1331_MARK LOGO: NGS KD1331_MAGNETIC: N = NO MAGNETIC MATERIAL KD1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD1331 KD1331 HISTORY - Date Condition Report By KD1331 HISTORY - 1976 MONUMENTED NGS KD1331 KD1331 STATION DESCRIPTION KD1331 KD1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 KD1331'0.75 MILES NORTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE IN KD1331'ODESSA, THENCE 0.15 MILES EAST ALONG OLD HIGHWAY 40 (OUTER ROAD), 17 KD1331'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, IN THE NORTH WINGWALL AT KD1331'THE WEST END OF A BRIDGE OVER THE MISSOURI PACIFIC RAILROAD, LEVEL KD1331'WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0735 *********************************************************************** KD0735 DESIGNATION - L 283 RESET KD0735 PID - KD0735 KD0735 STATE/COUNTY- MO/LAFAYETTE KD0735 USGS QUAD - HIGGINSVILLE (1978) KD0735 KD0735 *CURRENT SURVEY CONTROL KD0735 ___________________________________________________________________ KD0735* NAD 83(1986)- 39 06 07. (N) 093 42 30. (W) SCALED KD0735* NAVD 88 - 255.09 (meters) 836.9 (feet) RESET KD0735 ___________________________________________________________________ KD0735 GEOID HEIGHT- -32.63 (meters) GEOID99 KD0735 KD0735 VERT ORDER - THIRD KD0735 KD0735.The horizontal coordinates were scaled from a topographic map and have KD0735.an estimated accuracy of +/- 6 seconds. KD0735 KD0735.The orthometric height was computed from unverified reset data. KD0735 KD0735.The geoid height was determined by GEOID99. KD0735 KD0735; North East Units Estimated Accuracy KD0735;SPC MO W - 326,070. 918,480. MT (+/- 180 meters Scaled) KD0735 KD0735 SUPERSEDED SURVEY CONTROL KD0735 KD0735 NGVD 29 (??/??/??) 255.00 (m) 836.6 (f) RESET 3 KD0735 KD0735.Superseded values are not recommended for survey control. KD0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0735.See file dsdata.txt to determine how the superseded data were derived. KD0735 KD0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD387283(NAD 83) KD0735_MARKER: DB = BENCH MARK DISK KD0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0735_STAMPING: L 283 RESET 1963 KD0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0735+STABILITY: SURFACE MOTION KD0735 KD0735 HISTORY - Date Condition Report By KD0735 HISTORY - 1963 MONUMENTED CGS KD0735 KD0735 STATION DESCRIPTION KD0735 KD0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 KD0735'1.8 MI NE FROM HIGGINSVILLE. KD0735'0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE KD0735'STATION AT HIGGINSVILLE, THENCE 0.85 MILE EAST ALONG MISSOURI KD0735'STATE HIGHWAY 20, NEAR THE TOP OF A HILL, IN FRONT OF A PRIVATE KD0735'HOME, 57 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 70 FEET KD0735'SOUTHEAST OF THE SOUTHEAST CORNER OF A PRIVATE HOME, 1 FOOT SOUTH KD0735'OF A WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE ROAD KD0735'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0737 *********************************************************************** KD0737 DESIGNATION - N 283 RESET KD0737 PID - KD0737 KD0737 STATE/COUNTY- MO/LAFAYETTE KD0737 USGS QUAD - HIGGINSVILLE (1978) KD0737 KD0737 *CURRENT SURVEY CONTROL KD0737 ___________________________________________________________________ KD0737* NAD 83(1986)- 39 06 32. (N) 093 41 48. (W) SCALED KD0737* NAVD 88 - 253.16 (meters) 830.6 (feet) RESET KD0737 ___________________________________________________________________ KD0737 GEOID HEIGHT- -32.63 (meters) GEOID99 KD0737 KD0737 VERT ORDER - THIRD KD0737 KD0737.The horizontal coordinates were scaled from a topographic map and have KD0737.an estimated accuracy of +/- 6 seconds. KD0737 KD0737.The orthometric height was computed from unverified reset data. KD0737 KD0737.The geoid height was determined by GEOID99. KD0737 KD0737; North East Units Estimated Accuracy KD0737;SPC MO W - 326,840. 919,480. MT (+/- 180 meters Scaled) KD0737 KD0737 SUPERSEDED SURVEY CONTROL KD0737 KD0737 NGVD 29 (??/??/??) 253.06 (m) 830.2 (f) RESET 3 KD0737 KD0737.Superseded values are not recommended for survey control. KD0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0737.See file dsdata.txt to determine how the superseded data were derived. KD0737 KD0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD397290(NAD 83) KD0737_MARKER: DB = BENCH MARK DISK KD0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0737_STAMPING: N 283 RESET 1963 KD0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0737+STABILITY: SURFACE MOTION KD0737 KD0737 HISTORY - Date Condition Report By KD0737 HISTORY - 1963 MONUMENTED CGS KD0737 KD0737 STATION DESCRIPTION KD0737 KD0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 KD0737'2.8 MI NE FROM HIGGINSVILLE. KD0737'0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE KD0737'STATION AT HIGGINSVILLE, THENCE 1.91 MILES NORTHEAST ALONG KD0737'MISSOURI STATE HIGHWAY 20, NEAR THE TOP OF A HILL, 57 FEET KD0737'SOUTHEAST OF A T JUNCTION OF THE HIGHWAY AND A COUNTY ROAD, KD0737'56 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 124 FEET NORTHWEST KD0737'OF THE NORTHWEST CORNER OF A PRIVATE HOME, 3 FEET NORTH OF A KD0737'FENCEPOST ON PROPERTY LINE, 1 FOOT NORTH OF A WITNESS POST, ABOUT KD0737'5 FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A KD0737'CONCRETE POST PROJECTING 0.1 FOOT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2073 *********************************************************************** JD2073 DESIGNATION - ODESSA 3 RM 5 JD2073 PID - JD2073 JD2073 STATE/COUNTY- MO/LAFAYETTE JD2073 USGS QUAD - ODESSA SOUTH (1963) JD2073 JD2073 *CURRENT SURVEY CONTROL JD2073 ___________________________________________________________________ JD2073* NAD 83(1986)- 38 59 49. (N) 093 57 58. (W) SCALED JD2073* NAVD 88 - 315.51 (meters) 1035.1 (feet) RESET JD2073 ___________________________________________________________________ JD2073 GEOID HEIGHT- -32.62 (meters) GEOID99 JD2073 JD2073 VERT ORDER - THIRD JD2073 JD2073.The horizontal coordinates were scaled from a topographic map and have JD2073.an estimated accuracy of +/- 6 seconds. JD2073 JD2073.The orthometric height was computed from unverified reset data. JD2073 JD2073.The geoid height was determined by GEOID99. JD2073 JD2073; North East Units Estimated Accuracy JD2073;SPC MO W - 314,250. 896,250. MT (+/- 180 meters Scaled) JD2073 JD2073 SUPERSEDED SURVEY CONTROL JD2073 JD2073.No superseded survey control is available for this station. JD2073 JD2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD163168(NAD 83) JD2073_MARKER: DR = REFERENCE MARK DISK JD2073_SETTING: 36 = ENTRANCE WAY JD2073_STAMPING: ODESSA 3 NO 5 1968 JD2073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2073 JD2073 HISTORY - Date Condition Report By JD2073 HISTORY - 1968 MONUMENTED CGS JD2073 JD2073 STATION DESCRIPTION JD2073 JD2073'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 JD2073'0.8 MI W FROM ODESSA. JD2073'ABOUT 0.05 MILE SOUTH ALONG STATE HIGHWAY 131 FROM THE POST JD2073'OFFICE AT ODESSA, THENCE 0.8 MILE WEST ALONG DRYDEN STREET JD2073'TO THE CITY POWER PLANT STATION AND THE WATER TANK, 61 FEET JD2073'NORTH OF THE SOUTHEAST CORNER OF THE MAINTENANCE BUILDING, 2.5 JD2073'FEET EAST OF THE EAST EDGE OF THE MAINTENANCE BUILDING, JD2073'AND CEMENTED IN A DRILL HOLE IN A CONCRETE ENTRANCE LEADING JD2073'INTO THE MAINTENANCE BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0739 *********************************************************************** KD0739 DESIGNATION - P 283 RESET KD0739 PID - KD0739 KD0739 STATE/COUNTY- MO/LAFAYETTE KD0739 USGS QUAD - HIGGINSVILLE (1978) KD0739 KD0739 *CURRENT SURVEY CONTROL KD0739 ___________________________________________________________________ KD0739* NAD 83(1986)- 39 06 32. (N) 093 40 41. (W) SCALED KD0739* NAVD 88 - 253.59 (meters) 832.0 (feet) RESET KD0739 ___________________________________________________________________ KD0739 GEOID HEIGHT- -32.63 (meters) GEOID99 KD0739 KD0739 VERT ORDER - THIRD KD0739 KD0739.The horizontal coordinates were scaled from a topographic map and have KD0739.an estimated accuracy of +/- 6 seconds. KD0739 KD0739.The orthometric height was computed from unverified reset data. KD0739 KD0739.The geoid height was determined by GEOID99. KD0739 KD0739; North East Units Estimated Accuracy KD0739;SPC MO W - 326,860. 921,090. MT (+/- 180 meters Scaled) KD0739 KD0739 SUPERSEDED SURVEY CONTROL KD0739 KD0739 NGVD 29 (??/??/??) 253.50 (m) 831.7 (f) RESET 3 KD0739 KD0739.Superseded values are not recommended for survey control. KD0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0739.See file dsdata.txt to determine how the superseded data were derived. KD0739 KD0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD413290(NAD 83) KD0739_MARKER: DB = BENCH MARK DISK KD0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0739+STABILITY: SURFACE MOTION KD0739 KD0739 HISTORY - Date Condition Report By KD0739 HISTORY - 1963 MONUMENTED CGS KD0739 HISTORY - 1964 GOOD NGS KD0739 KD0739 STATION DESCRIPTION KD0739 KD0739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 KD0739'4 MI NE FROM HIGGINSVILLE. KD0739'0.95 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE KD0739'STATION AT HIGGINSVILLE, THENCE 2.98 MILES NORTHEAST ALONG KD0739'MISSOURI STATE HIGHWAY 20, 141 FEET SOUTHEAST OF THE INTERSECTION KD0739'OF HIGHWAY 20 AND COUNTY ROAD F, 57 FEET SOUTH OF THE CENTERLINE KD0739'OF THE HIGHWAY, 117 FEET EAST OF THE EAST HEADWALL OF A CORRUGATED KD0739'METAL PIPE CULVERT UNDER COUNTY ROAD F, 1 FOOT WEST OF A WITNESS KD0739'POST, ABOUT 5 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE KD0739'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1847 *********************************************************************** JD1847 DESIGNATION - S 96 RESET JD1847 PID - JD1847 JD1847 STATE/COUNTY- MO/LAFAYETTE JD1847 USGS QUAD - CONCORDIA (1981) JD1847 JD1847 *CURRENT SURVEY CONTROL JD1847 ___________________________________________________________________ JD1847* NAD 83(1986)- 38 58 44. (N) 093 31 56. (W) SCALED JD1847* NAVD 88 - 233.96 (meters) 767.6 (feet) RESET JD1847 ___________________________________________________________________ JD1847 GEOID HEIGHT- -32.72 (meters) GEOID99 JD1847 JD1847 VERT ORDER - THIRD JD1847 JD1847.The horizontal coordinates were scaled from a topographic map and have JD1847.an estimated accuracy of +/- 6 seconds. JD1847 JD1847.The orthometric height was computed from unverified reset data. JD1847 JD1847.The geoid height was determined by GEOID99. JD1847 JD1847; North East Units Estimated Accuracy JD1847;SPC MO W - 312,550. 933,860. MT (+/- 180 meters Scaled) JD1847 JD1847 SUPERSEDED SURVEY CONTROL JD1847 JD1847.No superseded survey control is available for this station. JD1847 JD1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD539145(NAD 83) JD1847_MARKER: DB = BENCH MARK DISK JD1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1847_STAMPING: S 96 RESET 1972 JD1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1847+STABILITY: SURFACE MOTION JD1847 JD1847 HISTORY - Date Condition Report By JD1847 HISTORY - 1972 MONUMENTED NGS JD1847 JD1847 STATION DESCRIPTION JD1847 JD1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 JD1847'2 MI E FROM CONCORDIA. JD1847'TO REACH THE MARK FROM ST PAULS LUTHERAN CHURCH IN CONCORDIA, JD1847'GO NORTH ON MAIN STREET FOR 0.3 MILE TO FIRST STREET. TURN JD1847'RIGHT AND GO EAST ON FIRST STREET, SURFACED ROAD, FOR 2.0 MILES JD1847'TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO SOUTH ON A JD1847'GRAVELED ROAD FOR 0.6 MILES TO RAILROAD TRACK AND THE MARK ON JD1847'THE LEFT. THE DISK IS SET IN THE TOP OF A 12 INCH CYLINDRICAL JD1847'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. JD1847'IT IS 44 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, JD1847'26 FEET EAST OF THE CENTER OF THE GRAVELED ROAD, 3 FEET JD1847'SOUTH-SOUTHEAST OF A POWER POLE AND 1 FOOT NORTH OF A METAL JD1847'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2808 *********************************************************************** JD2808 DESIGNATION - T 284 RESET JD2808 PID - JD2808 JD2808 STATE/COUNTY- MO/LAFAYETTE JD2808 USGS QUAD - KNOB NOSTER NW (1981) JD2808 JD2808 *CURRENT SURVEY CONTROL JD2808 ___________________________________________________________________ JD2808* NAD 83(1986)- 38 59 26. (N) 093 38 44. (W) SCALED JD2808* NAVD 88 - 226.28 (meters) 742.4 (feet) RESET JD2808 ___________________________________________________________________ JD2808 GEOID HEIGHT- -32.71 (meters) GEOID99 JD2808 JD2808 VERT ORDER - THIRD JD2808 JD2808.The horizontal coordinates were scaled from a topographic map and have JD2808.an estimated accuracy of +/- 6 seconds. JD2808 JD2808.The orthometric height was computed from unverified reset data. JD2808.No vertical observational check was made to the station. JD2808 JD2808.The geoid height was determined by GEOID99. JD2808 JD2808; North East Units Estimated Accuracy JD2808;SPC MO W - 313,750. 924,020. MT (+/- 180 meters Scaled) JD2808 JD2808 SUPERSEDED SURVEY CONTROL JD2808 JD2808 NGVD 29 (10/29/03) 226.19 (m) 742.1 (f) RESET 3 JD2808 JD2808.Superseded values are not recommended for survey control. JD2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2808.See file dsdata.txt to determine how the superseded data were derived. JD2808 JD2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD440159(NAD 83) JD2808_MARKER: DB = BENCH MARK DISK JD2808_SETTING: 36 = BRIDGE WINGWALL JD2808_STAMPING: T 284 RESET 1979 JD2808_MARK LOGO: NGS JD2808_MAGNETIC: N = NO MAGNETIC MATERIAL JD2808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2808 JD2808 HISTORY - Date Condition Report By JD2808 HISTORY - 1979 MONUMENTED NGS JD2808 JD2808 STATION DESCRIPTION JD2808 JD2808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 JD2808'4.5 MILES WEST ALONG INTERSTATE HIGHWAY 70 FROM THE JUNCTION OF STATE JD2808'HIGHWAY 23 IN CONCORDIA, TO BRIDGE A 209 OVER MULKEY CREEK, AND THE JD2808'MARK IN THE SOUTHWEST WINGWALL WHICH CARRIES THE WEST BOUND TRAFFIC, JD2808'19.5 FEET SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0775 *********************************************************************** KD0775 DESIGNATION - U 293 RESET KD0775 PID - KD0775 KD0775 STATE/COUNTY- MO/LAFAYETTE KD0775 USGS QUAD - LEXINGTON WEST (1979) KD0775 KD0775 *CURRENT SURVEY CONTROL KD0775 ___________________________________________________________________ KD0775* NAD 83(1986)- 39 10 01. (N) 093 52 44. (W) SCALED KD0775* NAVD 88 - 263.44 (meters) 864.3 (feet) RESET KD0775 ___________________________________________________________________ KD0775 GEOID HEIGHT- -32.60 (meters) GEOID99 KD0775 KD0775 VERT ORDER - THIRD KD0775 KD0775.The horizontal coordinates were scaled from a topographic map and have KD0775.an estimated accuracy of +/- 6 seconds. KD0775 KD0775.The orthometric height was computed from unverified reset data. KD0775 KD0775.The geoid height was determined by GEOID99. KD0775 KD0775; North East Units Estimated Accuracy KD0775;SPC MO W - 333,170. 903,680. MT (+/- 180 meters Scaled) KD0775 KD0775 SUPERSEDED SURVEY CONTROL KD0775 KD0775.No superseded survey control is available for this station. KD0775 KD0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD240356(NAD 83) KD0775_MARKER: DB = BENCH MARK DISK KD0775_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED KD0775+WITH SETTING: INTO GROUND KD0775_STAMPING: U293 RESET 1972 KD0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0775+STABILITY: SURFACE MOTION KD0775 KD0775 HISTORY - Date Condition Report By KD0775 HISTORY - 1972 MONUMENTED NGS KD0775 KD0775 STATION DESCRIPTION KD0775 KD0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 KD0775'1 MI S FROM LEXINGTON. KD0775'TO REACH THE BENCH MARK FROM THE JUNCTION OF MAIN STREET AND KD0775'STATE HIGHWAYS 13 AND 224 NEAR THE EAST EDGE OF LEXINGTON, GO KD0775'SOUTHERLY ON HIGHWAY 13 FOR 1.3 MILES TO MATCO SHOPPING CENTER KD0775'ON THE RIGHT AND A GRAVELED DRIVEWAY AND THE BENCH MARK ON THE KD0775'LEFT. IT IS 96 FEET WEST OF THE NORTHWEST CORNER OF ORSCHELN KD0775'FARM AND HOME SUPPLY METAL BUILDING, 33 FEET EAST OF THE CENTER KD0775'OF HIGHWAY 13, 17 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, KD0775'3 FEET NORTH OF A METAL CORNER FENCE POST, 2 FEET NORTHEAST KD0775'OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST. THE KD0775'BENCH MARK IS A STANDARD DISK STAMPED U 293 RESET 1972, KD0775'SWEATED TO THE TOP OF A 4-FOOT COPPER ROD WITH A 10-INCH KD0775'STEEL PLATED BOLTED TO BOTTOM OF ROD, IS INCASED IN A 4-INCH KD0775'PLASTIC PIPE AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1363 *********************************************************************** KD1363 DESIGNATION - X 284 RESET KD1363 PID - KD1363 KD1363 STATE/COUNTY- MO/LAFAYETTE KD1363 USGS QUAD - HIGGINSVILLE (1978) KD1363 KD1363 *CURRENT SURVEY CONTROL KD1363 ___________________________________________________________________ KD1363* NAD 83(1986)- 39 00 03. (N) 093 44 06. (W) SCALED KD1363* NAVD 88 - 243.15 (meters) 797.7 (feet) RESET KD1363 ___________________________________________________________________ KD1363 GEOID HEIGHT- -32.68 (meters) GEOID99 KD1363 KD1363 VERT ORDER - THIRD KD1363 KD1363.The horizontal coordinates were scaled from a topographic map and have KD1363.an estimated accuracy of +/- 6 seconds. KD1363 KD1363.The orthometric height was computed from unverified reset data. KD1363.No vertical observational check was made to the station. KD1363 KD1363.The geoid height was determined by GEOID99. KD1363 KD1363; North East Units Estimated Accuracy KD1363;SPC MO W - 314,820. 916,270. MT (+/- 180 meters Scaled) KD1363 KD1363 SUPERSEDED SURVEY CONTROL KD1363 KD1363 NGVD 29 (10/29/03) 243.06 (m) 797.4 (f) RESET 3 KD1363 KD1363.Superseded values are not recommended for survey control. KD1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1363.See file dsdata.txt to determine how the superseded data were derived. KD1363 KD1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD363171(NAD 83) KD1363_MARKER: DV = VERTICAL CONTROL DISK KD1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1363_STAMPING: X 284 1962 RESET 1991 KD1363_MARK LOGO: NGS KD1363_MAGNETIC: N = NO MAGNETIC MATERIAL KD1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1363+STABILITY: SURFACE MOTION KD1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD1363+SATELLITE: SATELLITE OBSERVATIONS - 1991 KD1363 KD1363 HISTORY - Date Condition Report By KD1363 HISTORY - 1991 MONUMENTED MODNR KD1363 KD1363 STATION DESCRIPTION KD1363 KD1363'DESCRIBED BY MO DEPT OF NAT RES 1991 KD1363'ABOUT 76 METERS EAST OF THE HIGHWAY 13 OVERPASS OF I 70, ON THE SOUTH KD1363'SIDE OF THE WEST BOUND EXIT RAMP ON TO HIGHWAY 13,NEAR A SMALL BOX KD1363'CULVERT, IN A 12 INCH DIAMETER CONCRETE MONUMENT FLUSH WITH THE KD1363'GROUND.