1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2044 *********************************************************************** JD2044 DESIGNATION - A 301 RESET JD2044 PID - JD2044 JD2044 STATE/COUNTY- MO/JOHNSON JD2044 USGS QUAD - PITTSVILLE (1981) JD2044 JD2044 *CURRENT SURVEY CONTROL JD2044 ___________________________________________________________________ JD2044* NAD 83(1986)- 38 48 53. (N) 093 59 35. (W) SCALED JD2044* NAVD 88 - 242.68 (meters) 796.2 (feet) RESET JD2044 ___________________________________________________________________ JD2044 GEOID HEIGHT- -32.62 (meters) GEOID99 JD2044 JD2044 VERT ORDER - THIRD JD2044 JD2044.The horizontal coordinates were scaled from a topographic map and have JD2044.an estimated accuracy of +/- 6 seconds. JD2044 JD2044.The orthometric height was computed from unverified reset data. JD2044 JD2044.The geoid height was determined by GEOID99. JD2044 JD2044; North East Units Estimated Accuracy JD2044;SPC MO W - 294,000. 894,030. MT (+/- 180 meters Scaled) JD2044 JD2044 SUPERSEDED SURVEY CONTROL JD2044 JD2044.No superseded survey control is available for this station. JD2044 JD2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137966(NAD 83) JD2044_MARKER: DB = BENCH MARK DISK JD2044_SETTING: 36 = BRIDGE JD2044_STAMPING: A 301 1963 RESET 1964 JD2044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2044 JD2044 HISTORY - Date Condition Report By JD2044 HISTORY - 1964 MONUMENTED CGS JD2044 JD2044 STATION DESCRIPTION JD2044 JD2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JD2044'2.4 MI S FROM PITTSVILLE. JD2044'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION JD2044'OF U.S. HIGHWAY 50 IN PITTSVILLE, JOHNSON COUNTY, SET IN THE JD2044'SOUTH END OF THE WEST HEADWALL OF A 50-FOOT BRIDGE OVER SHAFER JD2044'BRANCH, AND ABOUT 1 FOOT NORTH OF THE SOUTH END OF WEST HEADWALL, JD2044'SET IN A DRILLHOLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2079 *********************************************************************** JD2079 DESIGNATION - A 302 RESET JD2079 PID - JD2079 JD2079 STATE/COUNTY- MO/JOHNSON JD2079 USGS QUAD - PITTSVILLE (1981) JD2079 JD2079 *CURRENT SURVEY CONTROL JD2079 ___________________________________________________________________ JD2079* NAD 83(1986)- 38 48 56. (N) 093 54 10. (W) SCALED JD2079* NAVD 88 - 257.77 (meters) 845.7 (feet) RESET JD2079 ___________________________________________________________________ JD2079 GEOID HEIGHT- -32.66 (meters) GEOID99 JD2079 JD2079 VERT ORDER - THIRD JD2079 JD2079.The horizontal coordinates were scaled from a topographic map and have JD2079.an estimated accuracy of +/- 6 seconds. JD2079 JD2079.The orthometric height was computed from unverified reset data. JD2079 JD2079.The geoid height was determined by GEOID99. JD2079 JD2079; North East Units Estimated Accuracy JD2079;SPC MO W - 294,140. 901,870. MT (+/- 180 meters Scaled) JD2079 JD2079 SUPERSEDED SURVEY CONTROL JD2079 JD2079.No superseded survey control is available for this station. JD2079 JD2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC216966(NAD 83) JD2079_MARKER: DB = BENCH MARK DISK JD2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2079_STAMPING: A 302 RESET 1969 JD2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2079+STABILITY: SURFACE MOTION JD2079 JD2079 HISTORY - Date Condition Report By JD2079 HISTORY - 1969 MONUMENTED CGS JD2079 JD2079 STATION DESCRIPTION JD2079 JD2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JD2079'5.9 MI SE FROM PITTSVILLE. JD2079'ABOUT 5.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE JD2079'INTERSECTION OF STATE HIGHWAY 131 AT PITTSVILLE, 0.4 MILE JD2079'SOUTHEAST OF THE JUNCTION OF STATE ROAD M, 126 FEET SOUTH JD2079'OF THE CENTERLINE OF EAST BOUND LANE OF U.S. HIGHWAY 50, 33 JD2079'FEET WEST OF A T-FENCE CORNER POST, 1 FOOT NORTH OF A FENCE, JD2079'1 FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A JD2079'ROUND CONCRETE POST WHICH PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2042 *********************************************************************** JD2042 DESIGNATION - B 301 RESET JD2042 PID - JD2042 JD2042 STATE/COUNTY- MO/JOHNSON JD2042 USGS QUAD - PITTSVILLE (1981) JD2042 JD2042 *CURRENT SURVEY CONTROL JD2042 ___________________________________________________________________ JD2042* NAD 83(1986)- 38 48 09. (N) 093 59 37. (W) SCALED JD2042* NAVD 88 - 265.76 (meters) 871.9 (feet) RESET JD2042 ___________________________________________________________________ JD2042 GEOID HEIGHT- -32.61 (meters) GEOID99 JD2042 JD2042 VERT ORDER - THIRD JD2042 JD2042.The horizontal coordinates were scaled from a topographic map and have JD2042.an estimated accuracy of +/- 6 seconds. JD2042 JD2042.The orthometric height was computed from unverified reset data. JD2042 JD2042.The geoid height was determined by GEOID99. JD2042 JD2042; North East Units Estimated Accuracy JD2042;SPC MO W - 292,650. 893,990. MT (+/- 180 meters Scaled) JD2042 JD2042 SUPERSEDED SURVEY CONTROL JD2042 JD2042.No superseded survey control is available for this station. JD2042 JD2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC137953(NAD 83) JD2042_MARKER: DB = BENCH MARK DISK JD2042_SETTING: 0 = UNSPECIFIED SETTING JD2042_STAMPING: B 301 1963 RESET 1964 JD2042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2042 JD2042 HISTORY - Date Condition Report By JD2042 HISTORY - 1964 MONUMENTED CGS JD2042 JD2042 STATION DESCRIPTION JD2042 JD2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JD2042'3.3 MI S FROM PITTSVILLE. JD2042'ABOUT 3.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION JD2042'OF U.S. HIGHWAY 50 AT PITTSVILLE, 59 FEET WEST OF THE CENTERLINE JD2042'OF STATE HIGHWAY 131, 26 FEET SOUTH OF THE CENTER OF DRIVEWAY JD2042'LEADING WEST TO THE FRANK ROBEY FARMHOUSE, 4 FEET NORTH OF A JD2042'TELEPHONE POLE, 3 FEET SOUTH OF A FENCE CORNER, AND 1 1/2 FEET JD2042'SOUTH OF A NEW STEEL WITNESS POST, PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2328 *********************************************************************** JD2328 DESIGNATION - B 303 RESET JD2328 PID - JD2328 JD2328 STATE/COUNTY- MO/JOHNSON JD2328 USGS QUAD - HOLDEN (1954) JD2328 JD2328 *CURRENT SURVEY CONTROL JD2328 ___________________________________________________________________ JD2328* NAD 83(1986)- 38 41 46. (N) 093 59 42. (W) SCALED JD2328* NAVD 88 - 277.43 (meters) 910.2 (feet) RESET JD2328 ___________________________________________________________________ JD2328 GEOID HEIGHT- -32.54 (meters) GEOID99 JD2328 JD2328 VERT ORDER - THIRD JD2328 JD2328.The horizontal coordinates were scaled from a topographic map and have JD2328.an estimated accuracy of +/- 6 seconds. JD2328 JD2328.The orthometric height was computed from unverified reset data. JD2328 JD2328.The geoid height was determined by GEOID99. JD2328 JD2328; North East Units Estimated Accuracy JD2328;SPC MO W - 280,840. 893,930. MT (+/- 180 meters Scaled) JD2328 JD2328 SUPERSEDED SURVEY CONTROL JD2328 JD2328.No superseded survey control is available for this station. JD2328 JD2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC134835(NAD 83) JD2328_MARKER: DB = BENCH MARK DISK JD2328_SETTING: 0 = UNSPECIFIED SETTING JD2328_STAMPING: B 303 1963 RESET 1964 JD2328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2328 JD2328 HISTORY - Date Condition Report By JD2328 HISTORY - 1964 MONUMENTED CGS JD2328 JD2328 STATION DESCRIPTION JD2328 JD2328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JD2328'1.5 MI S FROM HOLDEN. JD2328'ABOUT 1.5 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION JD2328'OF STATE HIGHWAY 58 IN HOLDEN, JOHNSON COUNTY, 43 FEET EAST OF JD2328'THE CENTERLINE OF STATE HIGHWAY 131, 5 FEET WEST OF A POWER POLE, JD2328'20 FEET NORTH OF THE CENTER OF DRIVEWAY TO THE E.A. BORER FARM JD2328'BUILDINGS, 2 FEET EAST OF A STEEL WITNESS POST, AND 1 FOOT NORTH JD2328'OF A FENCE, PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2094 *********************************************************************** JD2094 DESIGNATION - L 301 RESET JD2094 PID - JD2094 JD2094 STATE/COUNTY- MO/JOHNSON JD2094 USGS QUAD - PITTSVILLE (1981) JD2094 JD2094 *CURRENT SURVEY CONTROL JD2094 ___________________________________________________________________ JD2094* NAD 83(1986)- 38 51 00. (N) 093 58 20. (W) SCALED JD2094* NAVD 88 - 256.69 (meters) 842.2 (feet) RESET JD2094 ___________________________________________________________________ JD2094 GEOID HEIGHT- -32.63 (meters) GEOID99 JD2094 JD2094 VERT ORDER - THIRD JD2094 JD2094.The horizontal coordinates were scaled from a topographic map and have JD2094.an estimated accuracy of +/- 6 seconds. JD2094 JD2094.The orthometric height was computed from unverified reset data. JD2094 JD2094.The geoid height was determined by GEOID99. JD2094 JD2094; North East Units Estimated Accuracy JD2094;SPC MO W - 297,930. 895,810. MT (+/- 180 meters Scaled) JD2094 JD2094 SUPERSEDED SURVEY CONTROL JD2094 JD2094.No superseded survey control is available for this station. JD2094 JD2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD156005(NAD 83) JD2094_MARKER: DB = BENCH MARK DISK JD2094_SETTING: 30 = CULVERT JD2094_STAMPING: L 301 RESET 1969 JD2094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2094 JD2094 HISTORY - Date Condition Report By JD2094 HISTORY - 1969 MONUMENTED CGS JD2094 JD2094 STATION DESCRIPTION JD2094 JD2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JD2094'1 MI E FROM PITTSVILLE. JD2094'ABOUT 0.9 MILE EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION JD2094'OF STATE HIGHWAY 131 AT PITTSVILLE, 28.5 FEET NORTH OF THE JD2094'CENTER OF THE WEST BOUND LANE OF U.S. HIGHWAY 50, AND CEMENTED JD2094'IN A DRILL HOLE IN THE NORTHWEST ABUTMENT OF A CONCRETE CULVERT JD2094'AND IS IN THE CENTER OF THE ABUTMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2083 *********************************************************************** JD2083 DESIGNATION - M 301 RESET JD2083 PID - JD2083 JD2083 STATE/COUNTY- MO/JOHNSON JD2083 USGS QUAD - PITTSVILLE (1981) JD2083 JD2083 *CURRENT SURVEY CONTROL JD2083 ___________________________________________________________________ JD2083* NAD 83(1986)- 38 50 09. (N) 093 56 44. (W) SCALED JD2083* NAVD 88 - 273.43 (meters) 897.1 (feet) RESET JD2083 ___________________________________________________________________ JD2083 GEOID HEIGHT- -32.64 (meters) GEOID99 JD2083 JD2083 VERT ORDER - THIRD JD2083 JD2083.The horizontal coordinates were scaled from a topographic map and have JD2083.an estimated accuracy of +/- 6 seconds. JD2083 JD2083.The orthometric height was computed from unverified reset data. JD2083 JD2083.The geoid height was determined by GEOID99. JD2083 JD2083; North East Units Estimated Accuracy JD2083;SPC MO W - 296,370. 898,140. MT (+/- 180 meters Scaled) JD2083 JD2083 SUPERSEDED SURVEY CONTROL JD2083 JD2083.No superseded survey control is available for this station. JD2083 JD2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC179989(NAD 83) JD2083_MARKER: DB = BENCH MARK DISK JD2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2083_STAMPING: M 301 RESET 1966 JD2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2083+STABILITY: SURFACE MOTION JD2083 JD2083 HISTORY - Date Condition Report By JD2083 HISTORY - 1966 MONUMENTED MOHC JD2083 JD2083 STATION DESCRIPTION JD2083 JD2083'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1966 JD2083'2.8 MI SE FROM PITTSVILLE. JD2083'ABOUT 2.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM ITS JD2083'INTERSECTION WITH STATE HIGHWAY 131 AT PITTSVILLE, ON THE JD2083'INSIDE OF A CURVE, 140 FEET NORTH OF THE CENTERLINE OF THE JD2083'MEDAN DITCH AT HIGHWAY STA. 526+15, 74 FEET NORTH OF THE JD2083'CENTERLINE OF THE WESTBOUND LANE, 68 FEET EAST OF A CROSS JD2083'FENCE, 2.2 FEET WEST OF A METAL WITNESS POST, ABOUT 3.5 JD2083'FEET ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP JD2083'OF A CONCRETE POST PROJECTING 0.5 FOOT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8341 *********************************************************************** DF8341 DESIGNATION - MONTSERRAT RESET DF8341 PID - DF8341 DF8341 STATE/COUNTY- MO/JOHNSON DF8341 USGS QUAD - KNOB NOSTER (1981) DF8341 DF8341 *CURRENT SURVEY CONTROL DF8341 ___________________________________________________________________ DF8341* NAD 83(1997)- 38 48 54.33509(N) 093 37 20.89304(W) ADJUSTED DF8341* NAVD 88 - 237. (meters) 778. (feet) SCALED DF8341 ___________________________________________________________________ DF8341 LAPLACE CORR- -0.23 (seconds) DEFLEC99 DF8341 GEOID HEIGHT- -32.74 (meters) GEOID99 DF8341 DF8341 HORZ ORDER - SECOND DF8341 DF8341.The horizontal coordinates were established by classical geodetic methods DF8341.and adjusted by the National Geodetic Survey in February 2000. DF8341 DF8341.The orthometric height was scaled from a topographic map. DF8341 DF8341.The Laplace correction was computed from DEFLEC99 derived deflections. DF8341 DF8341.The geoid height was determined by GEOID99. DF8341 DF8341; North East Units Scale Converg. DF8341;SPC MO W - 294,289.226 926,210.863 MT 1.00001267 +0 33 00.3 DF8341;UTM 15 - 4,296,441.596 445,958.967 MT 0.99963596 -0 23 24.6 DF8341 DF8341: Primary Azimuth Mark Grid Az DF8341:SPC MO W - Z 199 RESET 091 11 49.9 DF8341:UTM 15 - Z 199 RESET 092 08 14.8 DF8341 DF8341|---------------------------------------------------------------------| DF8341| PID Reference Object Distance Geod. Az | DF8341| dddmmss.s | DF8341| JD1875 MONTSERRAT RM 2 13.283 METERS 00131 | DF8341| JD1872 Z 199 RESET 0914450.2 | DF8341| JD1873 MONTSERRAT RM 1 11.594 METERS 09644 | DF8341| JD2750 WARRENSBURG CENTRAL MO COL STK APPROX.11.7 KM 2381730.5 | DF8341| JD1876 MO 761 2745640.9 | DF8341|---------------------------------------------------------------------| DF8341 DF8341 SUPERSEDED SURVEY CONTROL DF8341 DF8341 NAD 83(1997)- 38 48 54.33686(N) 093 37 20.89305(W) AD( ) 2 DF8341 NAD 83(1986)- 38 48 54.34316(N) 093 37 20.89242(W) AD( ) 2 DF8341 DF8341.Superseded values are not recommended for survey control. DF8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF8341.See file dsdata.txt to determine how the superseded data were derived. DF8341 DF8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC4595996442(NAD 83) DF8341_MARKER: DS = TRIANGULATION STATION DISK DF8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF8341_STAMPING: MONTSERRAT 1949 1984 DF8341_MARK LOGO: NGS DF8341_MAGNETIC: N = NO MAGNETIC MATERIAL DF8341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF8341+STABILITY: SURFACE MOTION DF8341 DF8341 HISTORY - Date Condition Report By DF8341 HISTORY - 1984 MONUMENTED NGS DF8341 DF8341 STATION DESCRIPTION DF8341 DF8341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) DF8341'THE UNDERGROUND STATION MARK AND BM Z 199 RESET 1950, WHICH SERVES AS DF8341'AZ MK 2 WERE RECOVERED IN GOOD CONDITION, HOWEVER THE UNDERGROUND MARK DF8341'WAS FOUND ONLY 1.0 FT (0.3 M) BELOW THE GROUND SURFACE. B M MO 761 DF8341'USGS WAS RECOVERED BUT NOW PROJECTS 2.5 FT (0.8 M) ABOVE THE GROUND, DF8341'LEANS A 30 DEGREES TO THE S, IS LOOSE IN THE GROUND AND IS OBSTRUCTED DF8341'BY TREES. THIS MARK SERVES AS AZ MK 1. THE SURFACE STATION MARK, RM DF8341'1 AND RM 2 HAVE BEEN DESTROYED BY GRADING OPERATIONS. THE SURFACE DF8341'STATION MARK AND RMS WERE BMS ALSO. THE HORIZONTAL POSITION OF THE DF8341'ORIGINAL UNDERGROUND MARK WAS HELD, THE MARK REMOVED AND A NEW DF8341'UNDERGROUND MARK SET 3.0 FT (0.9 M) BELOW THE EXISTING GROUND SURFACE DF8341'AND A NEW SURFACE MARK SET DIRECTLY OVER THIS MARK. RM 3 AND 4 WERE DF8341'ALSO ESTABLISHED. TRIGONOMETRIC LEVELING FROM BM Z 199 RESET 1950 DF8341'INDICATE THE NEW SURFACE STATION MARK IS ABOUT 0.92 FT (28.04 CM) DF8341'LOWER THAN THE ORIGINAL SURFACE MARK. THE DIRECTION TO BM Z 199 RESET DF8341'1950 AGREED WITH THE PUBLISHED DIRECTION, BEING 1.2 SECONDS SMALLER. DF8341'DUE TO THE ABOVE CHANGES, A NEW AND COMPLETE DESCRIPTION FOLLOWS. THE DF8341'STATION IS LOCATED ABOUT 7 1/4 MI ENE OF WARRENSBURG, 5 MI (8.0 KM) NW DF8341'OF KNOB NOSTER, 3 MI (4.8 KM) N OF MONTSERRAT AND ON THE S DF8341'RIGHT-OF-WAY OF A GRAVELED COUNTY ROAD. TO REACH THE STATION FROM THE DF8341'JUNCTION OF U.S HWY 50 AND STATE ROAD P, AT THE N EDGE OF MONTSERRAT, DF8341'GO N ON ROAD P FOR 2.85 MI (4.59 KM) TO THE END OF ROAD P, AN E-W DF8341'GRAVELED ROAD AND B M Z 199 RESET 1950, WHICH SERVES AS THE AZ MK. DF8341'TURN LEFT AND GO W ON THE GRAVELED ROAD FOR 0.4 MI (0.6 KM) TO THE DF8341'CREST OF A HILL AND THE STATION ON THE LEFT, AT A T-FENCE CORNER. DF8341' DF8341'THE STATION IS A STANDARD NGS DISK STAMPED---MONTSERRAT 1949 1984---, DF8341'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DF8341'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 69.5 FT (21.2 M) DF8341'E FROM THE E GATE POST OF A GATE IN THE E-W FENCE, 43.0 FT (13.1 M) W DF8341'FROM THE T-FENCE CORNER, 24.0 FT (7.3 M) S FROM THE CENTERLINE OF THE DF8341'ROAD, 3.8 FT (1.2 M) N FROM THE E-W FENCE, 2.0 NE FROM A WITNESS POST. DF8341'RM NO 03, IS A STANDARD NGS DISK STAMPED---MONTESSAT 1949 NO 3 DF8341'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 DF8341'CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 98.5 FT DF8341'(30.0 M) W FROM THE T-FENCE CORNER, 26.0 FT (7.9 M) S FROM THE DF8341'CENTERLINE OF THE ROAD, 14.5 FT (4.4 M) E FROM THE W GATE POST OF A DF8341'GATE, 1.5 FT (0.5 M) N FROM AN E-W FENCE, AND 1.0 FT (0.3 M) HIGHER DF8341'THAN THE STATION. RM NO 04, IS A STANDARD NGS DISK DF8341'STAMPED---MONTSERRAT 1949 NO 4 1984---, SET INTO THE TOP OF A ROUND DF8341'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. DF8341'THE STATION IS LOCATED 77.5 FT (23.6 M) ESE FROM A POWERLINE POLE, DF8341'77.0 FT (23.5 M) NW FROM THE T-FENCE CORNER, 32.0 FT (9.8 M) N FROM DF8341'THE CENTERLINE OF THE ROAD, 1.0 FT (0.3 M) W FROM A WITNESS POST, AND DF8341'1.0 FT (0.3 M) HIGHER THAN THE STATION. AZ MK NO 02, IS A STANDARD BM DF8341'DISK, STAMPED---Z 199 1945 RESET 1950---, SET INTO THE TOP OF A DF8341'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES ABOVE THE DF8341'GROUND. THE STATION IS LOCATED 35.0 FT (10.7 M) N FROM THE CENTERLINE DF8341'OF THE GRAVELED ROAD, 31.0 FT (9.4 M) W FROM THE EXTENDED CENTERLINE DF8341'OF ROAD P, 3.0 FT (0.9 M) W FROM A POWERLINE POLE, 10.5 FT (3.2 M) E DF8341'FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1814 *********************************************************************** JD1814 DESIGNATION - N 296 RESET JD1814 PID - JD1814 JD1814 STATE/COUNTY- MO/JOHNSON JD1814 USGS QUAD - WARRENSBURG WEST (1981) JD1814 JD1814 *CURRENT SURVEY CONTROL JD1814 ___________________________________________________________________ JD1814* NAD 83(1986)- 38 46 36. (N) 093 47 14. (W) SCALED JD1814* NAVD 88 - 222.71 (meters) 730.7 (feet) RESET JD1814 ___________________________________________________________________ JD1814 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1814 JD1814 VERT ORDER - THIRD JD1814 JD1814.The horizontal coordinates were scaled from a topographic map and have JD1814.an estimated accuracy of +/- 6 seconds. JD1814 JD1814.The orthometric height was computed from unverified reset data. JD1814 JD1814.The geoid height was determined by GEOID99. JD1814 JD1814; North East Units Estimated Accuracy JD1814;SPC MO W - 289,900. 911,940. MT (+/- 180 meters Scaled) JD1814 JD1814 SUPERSEDED SURVEY CONTROL JD1814 JD1814.No superseded survey control is available for this station. JD1814 JD1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC316922(NAD 83) JD1814_MARKER: DB = BENCH MARK DISK JD1814_SETTING: 30 = CULVERT JD1814_STAMPING: N 296 RESET 1968 JD1814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1814 JD1814 HISTORY - Date Condition Report By JD1814 HISTORY - 1968 MONUMENTED CGS JD1814 JD1814 STATION DESCRIPTION JD1814 JD1814'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 JD1814'2.8 MI W FROM WARRENSBURG. JD1814'ABOUT 2.85 MILES WEST ALONG U.S. HIGHWAY 50 FROM THE JUNCTION JD1814'OF U.S. HIGHWAY 50 AND STATE HIGHWAY 13 AT THE NORTHEAST EDGE OF JD1814'WARRENSBURG, 24 FEET SOUTH OF THE EAST BOUND LANE OF U.S. HIGHWAY JD1814'50, 6 INCHES EAST OF THE WEST END OF A CONCRETE CULVERT, CEMENTED JD1814'IN A DRILL HOLE IN THE WEST END OF THE SOUTH CONCRETE HEADWALL JD1814'OF AN 8 FT BY 15 FT CULVERT AND ABOUT LEVEL WITH TOP OF ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2089 *********************************************************************** JD2089 DESIGNATION - PITTSVILLE 2 JD2089 PID - JD2089 JD2089 STATE/COUNTY- MO/JOHNSON JD2089 USGS QUAD - PITTSVILLE (1981) JD2089 JD2089 *CURRENT SURVEY CONTROL JD2089 ___________________________________________________________________ JD2089* NAD 83(1997)- 38 50 57.04318(N) 093 57 53.25631(W) ADJUSTED JD2089* NAVD 88 - 269.53 (meters) 884.3 (feet) RESET JD2089 ___________________________________________________________________ JD2089 LAPLACE CORR- -1.09 (seconds) DEFLEC99 JD2089 GEOID HEIGHT- -32.63 (meters) GEOID99 JD2089 JD2089 HORZ ORDER - THIRD JD2089 VERT ORDER - THIRD JD2089 JD2089.The horizontal coordinates were established by classical geodetic methods JD2089.and adjusted by the National Geodetic Survey in February 2000. JD2089 JD2089.The orthometric height was computed from unverified reset data. JD2089 JD2089.The Laplace correction was computed from DEFLEC99 derived deflections. JD2089 JD2089.The geoid height was determined by GEOID99. JD2089 JD2089; North East Units Scale Converg. JD2089;SPC MO W - 297,843.203 896,458.700 MT 0.99996775 +0 20 08.6 JD2089;UTM 15 - 4,300,482.170 416,278.924 MT 0.99968631 -0 36 18.8 JD2089 JD2089: Primary Azimuth Mark Grid Az JD2089:SPC MO W - PITTSVILLE AZ 133 36 37.7 JD2089:UTM 15 - PITTSVILLE AZ 134 33 05.1 JD2089 JD2089|---------------------------------------------------------------------| JD2089| PID Reference Object Distance Geod. Az | JD2089| dddmmss.s | JD2089| JD2086 PITTSVILLE AZ APPROX. 0.6 KM 1335646.3 | JD2089| JD2088 PITTSVILLE 9.535 METERS 21148 | JD2089| JD2091 PITTSVILLE RM 4 27.671 METERS 21810 | JD2089| JD2090 PITTSVILLE 2 RM 5 20.085 METERS 30229 | JD2089|---------------------------------------------------------------------| JD2089 JD2089 SUPERSEDED SURVEY CONTROL JD2089 JD2089 NAD 83(1997)- 38 50 57.04392(N) 093 57 53.25677(W) AD( ) 4 JD2089 NAD 83(1986)- 38 50 57.05093(N) 093 57 53.25386(W) AD( ) 4 JD2089 NAD 27 - 38 50 57.01684(N) 093 57 52.47504(W) AD( ) 3 JD2089 JD2089.Superseded values are not recommended for survey control. JD2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2089.See file dsdata.txt to determine how the superseded data were derived. JD2089 JD2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD1627900482(NAD 83) JD2089_MARKER: DS = TRIANGULATION STATION DISK JD2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2089_STAMPING: PITTSVILLE 2 1969 JD2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2089+STABILITY: SURFACE MOTION JD2089 JD2089 HISTORY - Date Condition Report By JD2089 HISTORY - 1969 MONUMENTED CGS JD2089 HISTORY - 1969 GOOD CGS JD2089 JD2089 STATION DESCRIPTION JD2089 JD2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) JD2089'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF PITTSVILLE, ON THE JD2089'NORTH RIGHT-OF-WAY OF U.S. HIGHWAY 50, AND NEAR THE WEST END OF A JD2089'CURVE IN THE HIGHWAY. JD2089' JD2089'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND JD2089'STATE HIGHWAY 131 IN PITTSVILLE, GO EAST ON U.S. HIGHWAY 50 JD2089'FOR 1.4 MILES TO THE STATION ON THE LEFT. (CONTINUE EAST ON JD2089'U.S. HIGHWAY 50 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.) JD2089' JD2089'STATION MARKS ARE STANDARD DISKS STAMPED PITTSVILLE 2 1969. THE JD2089'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS JD2089'FLUSH THE THE SURFACE OF THE GROUND. IT IS 62 FEET NORTH OF THE JD2089'CENTER OF LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 50, 2.5 JD2089'FEET WEST OF A METAL RIGHT-OF-WAY POST, AND 1.5 FEET EAST OF JD2089'A METAL WITNESS POST. THE UNDERGROUND DISK IS SET IN THE TOP JD2089'OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE SURFACE JD2089'OF THE GROUND. JD2089' JD2089'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED PITTSVILLE 1949 JD2089'NO. 4 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH JD2089'PROJECTS 1 INCH. IT IS 28.5 FEET SOUTH OF THE CENTER OF THE JD2089'WEST BOUND LANE OF U.S. HIGHWAY 50 AND 1 FOOT EAST OF A METAL JD2089'WITNESS POST. JD2089' JD2089'REFERENCE MARK NO. 5, A STANDARD DISK STAMPED PITTSVILLE 2 NO. 5 JD2089'1969, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH JD2089'WITH THE SURFACE OF THE GROUND. IT IS 52.5 FEET NORTH OF THE JD2089'WEST BOUND LANE OF U.S. HIGHWAY 50. JD2089' JD2089'AZIMUTH MARK, A STANDARD DISK STAMPED PITTSVILLE 1949, IS SET JD2089'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT JD2089'IS 28.5 FEET SOUTHWEST OF THE WEST BOUND LANE OF U.S. HIGHWAY JD2089'50 AND 1 FOOT WEST OF A METAL WITNESS POST. JD2089' JD2089'NOTE--STATION AND ALL MARKS ARE BENCH MARKS. JD2089' JD2089'PITTSVILLE 1949 TO PITTSVILLE 2 IS -0.176 FEET. JD2089 JD2089 STATION RECOVERY (1969) JD2089 JD2089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 JD2089'1.5 MI E FROM PITTSVILLE. JD2089'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION JD2089'OF STATE HIGHWAY 131 AT PITTSVILLE, AT THE CREST OF A SMALL JD2089'HILL, ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 50, 62 FEET NORTH JD2089'OF THE CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 50, JD2089'2.5 FEET WEST OF A METAL RIGHT-OF-WAY POST, 1. FEET EAST OF A JD2089'METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE POST JD2089'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2090 *********************************************************************** JD2090 DESIGNATION - PITTSVILLE 2 RM 5 JD2090 PID - JD2090 JD2090 STATE/COUNTY- MO/JOHNSON JD2090 USGS QUAD - PITTSVILLE (1981) JD2090 JD2090 *CURRENT SURVEY CONTROL JD2090 ___________________________________________________________________ JD2090* NAD 83(1986)- 38 50 57. (N) 093 57 53. (W) SCALED JD2090* NAVD 88 - 269.55 (meters) 884.3 (feet) RESET JD2090 ___________________________________________________________________ JD2090 GEOID HEIGHT- -32.63 (meters) GEOID99 JD2090 JD2090 VERT ORDER - THIRD JD2090 JD2090.The horizontal coordinates were scaled from a topographic map and have JD2090.an estimated accuracy of +/- 6 seconds. JD2090 JD2090.The orthometric height was computed from unverified reset data. JD2090 JD2090.The geoid height was determined by GEOID99. JD2090 JD2090; North East Units Estimated Accuracy JD2090;SPC MO W - 297,840. 896,470. MT (+/- 180 meters Scaled) JD2090 JD2090 SUPERSEDED SURVEY CONTROL JD2090 JD2090.No superseded survey control is available for this station. JD2090 JD2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD162004(NAD 83) JD2090_MARKER: DR = REFERENCE MARK DISK JD2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2090_STAMPING: PITTSVILLE 2 NO 5 1969 JD2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2090+STABILITY: SURFACE MOTION JD2090 JD2090 HISTORY - Date Condition Report By JD2090 HISTORY - 1969 MONUMENTED CGS JD2090 JD2090 STATION DESCRIPTION JD2090 JD2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JD2090'1.5 MI SE FROM PITTSVILLE. JD2090'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 50, FROM THE INTERSECTION JD2090'OF STATE HIGHWAY 131 AT PITTSVILLE, 65.9 FEET WEST OF JD2090'TRIANGULATION STATION PITTSVILLE 2, 52.5 FEET NORTH OF THE JD2090'WEST BOUND LANE OF U.S. HIGHWAY 50, AND SET IN THE TOP JD2090'OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF JD2090'THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2091 *********************************************************************** JD2091 DESIGNATION - PITTSVILLE RM 4 JD2091 PID - JD2091 JD2091 STATE/COUNTY- MO/JOHNSON JD2091 USGS QUAD - PITTSVILLE (1981) JD2091 JD2091 *CURRENT SURVEY CONTROL JD2091 ___________________________________________________________________ JD2091* NAD 83(1986)- 38 50 56. (N) 093 57 53. (W) SCALED JD2091* NAVD 88 - 269.19 (meters) 883.2 (feet) RESET JD2091 ___________________________________________________________________ JD2091 GEOID HEIGHT- -32.63 (meters) GEOID99 JD2091 JD2091 VERT ORDER - THIRD JD2091 JD2091.The horizontal coordinates were scaled from a topographic map and have JD2091.an estimated accuracy of +/- 6 seconds. JD2091 JD2091.The orthometric height was computed from unverified reset data. JD2091 JD2091.The geoid height was determined by GEOID99. JD2091 JD2091; North East Units Estimated Accuracy JD2091;SPC MO W - 297,810. 896,470. MT (+/- 180 meters Scaled) JD2091 JD2091 SUPERSEDED SURVEY CONTROL JD2091 JD2091.No superseded survey control is available for this station. JD2091 JD2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD162004(NAD 83) JD2091_MARKER: DR = REFERENCE MARK DISK JD2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2091_STAMPING: PITTSVILLE 1949 NO 4 1969 JD2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2091+STABILITY: SURFACE MOTION JD2091 JD2091 HISTORY - Date Condition Report By JD2091 HISTORY - 1969 MONUMENTED CGS JD2091 JD2091 STATION DESCRIPTION JD2091 JD2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JD2091'1.5 MI E FROM PITTSVILLE. JD2091'ABOUT 1.4 MILES EAST ALONG U.S. HIGHWAY 50 FROM THE INTERSECTION JD2091'OF STATE HIGHWAY 131 AT PITTSVILLE, 90.79 FEET SOUTHWEST JD2091'OF TRIANGULATION STATION PITTSVILLE 2, 28.5 FEET SOUTH OF THE JD2091'CENTERLINE OF THE WEST BOUND LANE OF U.S. HIGHWAY 50, 1 FOOT JD2091'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A SQUARE JD2091'CONCRETE POST WHICH PROJECTS 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE2104 *********************************************************************** JE2104 DESIGNATION - Q 300 RESET JE2104 PID - JE2104 JE2104 STATE/COUNTY- MO/JOHNSON JE2104 USGS QUAD - CHAPEL HILL (1963) JE2104 JE2104 *CURRENT SURVEY CONTROL JE2104 ___________________________________________________________________ JE2104* NAD 83(1986)- 38 54 26. (N) 094 01 15. (W) SCALED JE2104* NAVD 88 - 258.04 (meters) 846.6 (feet) RESET JE2104 ___________________________________________________________________ JE2104 GEOID HEIGHT- -32.61 (meters) GEOID99 JE2104 JE2104 VERT ORDER - THIRD JE2104 JE2104.The horizontal coordinates were scaled from a topographic map and have JE2104.an estimated accuracy of +/- 6 seconds. JE2104 JE2104.The orthometric height was computed from unverified reset data. JE2104.No vertical observational check was made to the station. JE2104 JE2104.The geoid height was determined by GEOID99. JE2104 JE2104; North East Units Estimated Accuracy JE2104;SPC MO W - 304,260. 891,560. MT (+/- 180 meters Scaled) JE2104 JE2104 SUPERSEDED SURVEY CONTROL JE2104 JE2104 NGVD 29 (10/29/03) 257.94 (m) 846.3 (f) RESET 3 JE2104 JE2104.Superseded values are not recommended for survey control. JE2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE2104.See file dsdata.txt to determine how the superseded data were derived. JE2104 JE2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD114069(NAD 83) JE2104_MARKER: DV = VERTICAL CONTROL DISK JE2104_SETTING: 36 = BRIDGE JE2104_STAMPING: Q 300 RESET 1991 JE2104_MARK LOGO: NGS JE2104_MAGNETIC: N = NO MAGNETIC MATERIAL JE2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JE2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JE2104+SATELLITE: SATELLITE OBSERVATIONS - 1991 JE2104 JE2104 HISTORY - Date Condition Report By JE2104 HISTORY - 1991 MONUMENTED MODNR JE2104 JE2104 STATION DESCRIPTION JE2104 JE2104'DESCRIBED BY MO DEPT OF NAT RES 1991 JE2104'1.6 MILES WEST ALONG HIGHWAY 50 FROM PITTSVILLE TO A GRADED ROAD JE2104'ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE GRAVEL ROAD FOR JE2104'ABOUT 3 MILES TO THE MARK IN THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2214 *********************************************************************** JD2214 DESIGNATION - SEDALIA AAF 3 JD2214 PID - JD2214 JD2214 STATE/COUNTY- MO/JOHNSON JD2214 USGS QUAD - BURTVILLE (1955) JD2214 JD2214 *CURRENT SURVEY CONTROL JD2214 ___________________________________________________________________ JD2214* NAD 83(1997)- 38 43 41.34943(N) 093 33 36.85543(W) ADJUSTED JD2214* NAVD 88 - 254.88 (meters) 836.2 (feet) RESET JD2214 ___________________________________________________________________ JD2214 LAPLACE CORR- -0.10 (seconds) DEFLEC99 JD2214 GEOID HEIGHT- -32.71 (meters) GEOID99 JD2214 JD2214 HORZ ORDER - THIRD JD2214 VERT ORDER - THIRD JD2214 JD2214.The horizontal coordinates were established by classical geodetic methods JD2214.and adjusted by the National Geodetic Survey in February 2000. JD2214.No horizontal observational check was made to the station. JD2214 JD2214.The orthometric height was computed from unverified reset data. JD2214 JD2214.The Laplace correction was computed from DEFLEC99 derived deflections. JD2214 JD2214.The geoid height was determined by GEOID99. JD2214 JD2214; North East Units Scale Converg. JD2214;SPC MO W - 284,691.883 931,714.825 MT 1.00002337 +0 35 16.7 JD2214;UTM 15 - 4,286,759.043 451,302.787 MT 0.99962920 -0 21 01.8 JD2214 JD2214: Primary Azimuth Mark Grid Az JD2214:SPC MO W - SEDALIA AAF 3 AZ MK 2 154 32 46.8 JD2214:UTM 15 - SEDALIA AAF 3 AZ MK 2 155 29 05.3 JD2214 JD2214|---------------------------------------------------------------------| JD2214| PID Reference Object Distance Geod. Az | JD2214| dddmmss.s | JD2214| JD2763 SEDALIA AAF AZ MK APPROX. 0.9 KM 0730830.2 | JD2214| JD2764 SEDALIA AAF 3 AZ MK 2 APPROX. 1.7 KM 1550803.5 | JD2214| JD2211 SEDALIA AAF RM 6 69.153 METERS 23338 | JD2214| JD2213 SEDALIA AAF 67.633 METERS 25307 | JD2214| CN7090 SEDALIA AAF 3 RM 7 17.172 METERS 30603 | JD2214| JD2759 SEDALIA AAF 2 68.149 METERS 30947 | JD2214|---------------------------------------------------------------------| JD2214 JD2214 SUPERSEDED SURVEY CONTROL JD2214 JD2214 NAD 83(1997)- 38 43 41.35071(N) 093 33 36.85474(W) AD( ) 3 JD2214 NAD 83(1986)- 38 43 41.35835(N) 093 33 36.85480(W) AD( ) 3 JD2214 NAD 27 - 38 43 41.31113(N) 093 33 36.09117(W) AD( ) 3 JD2214 NGVD 29 (07/19/86) 254.8 (m) 836. (f) VERT ANG JD2214 JD2214.Superseded values are not recommended for survey control. JD2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2214.See file dsdata.txt to determine how the superseded data were derived. JD2214 JD2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC5130386759(NAD 83) JD2214_MARKER: DS = TRIANGULATION STATION DISK JD2214_SETTING: 30 = CONCRETE APRON JD2214_STAMPING: SEDALIA AAF 3 1972 JD2214_MAGNETIC: N = NO MAGNETIC MATERIAL JD2214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2214 JD2214 HISTORY - Date Condition Report By JD2214 HISTORY - 1972 MONUMENTED NGS JD2214 HISTORY - 1972 GOOD NGS JD2214 HISTORY - 1981 GOOD NGS JD2214 JD2214 STATION DESCRIPTION JD2214 JD2214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS) JD2214'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF KNOB NOSTER, IN JD2214'THE CONCRETE APRON OF THE AIR FIELD OF THE WHITEMAN AIR FORCE JD2214'BASE. JD2214' JD2214'THE STATION MARK IS A STANDARD DISK STAMPED SEDALIA AAF 3 1972, JD2214'CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON OF THE AIR FIELD. JD2214'IT IS 209 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONTROL JD2214'TOWER, 47.5 FEET EAST OF THE WEST EDGE OF THE APRON, 41.8 FEET JD2214'SOUTH OF A TIE DOWN BOLT IN THE APRON, 18 FEET SOUTH OF AN JD2214'EXTENDED LINE ON THE SOUTH PLANE OF THE BASE OPERATION BUILDING. JD2214' JD2214'REFERENCE MARK NO. 6 IS A STANDARD DISK STAMPED SEDALIA AAF NO 6 JD2214'1948, IS CEMENTED IN A DRILL HOLE IN A CONCRETE SLAB 2.3 FEET JD2214'SOUTHEAST OF THE NORTHEAST CORNER OF FIRE HOUSE BUILDING NUMBER JD2214'S-39. NOTE THE ARROW ON THE DISK IS NOT POINTING AT THIS STATION JD2214'MARK. JD2214' JD2214'REFERENCE MARK NO. 7 IS A STANDARD DISK STAMPED SEDALIA AAF 3 JD2214'NO 7 1972, CEMENTED IN A DRILL HOLE IN THE CONCRETE APRON. IT IS JD2214'153 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONTROL TOWER, JD2214'6 INCHES EAST OF THE EDGE OF THE APRON AND IN THE CENTER OF A JD2214'12-INCH LINE, PAINTED YELLOW, THAT MARKS THE APRON BOUNDARY. JD2214' JD2214'THE AZIMUTH MARK IS A STANDARD DISK STAMPED SEDALIA AAF 1948, JD2214'CEMENTED IN A DRILL HOLE FLUSH WITH AN OLD CONCRETE RUNWAY AT THE JD2214'NORTHEAST EDGE OF CURVE WHERE RUNWAY STRAIGHTENS OUT AND GOES JD2214'NORTHWEST-SOUTHEAST. IT IS 208 FEET NORTH-NORTHEAST OF THE JD2214'NORTHEAST CORNER OF A SMALL BUILDING NO. S-75, 177.5 FEET JD2214'NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE TANK, 75 FEET JD2214'NORTHEAST OF THE CENTER OF THE INTERSECTION OF A TAXI STRIP JD2214'AND THE RUNWAY AND 47.5 FEET NORTH OF THE CENTER OF THE JD2214'EAST-WEST TAXI STRIP. JD2214' JD2214'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST TOWARD JD2214'A LARGE HANGER FOR 0.3 MILE TO THE HANGER ON THE LEFT AND AN JD2214'EAST-WEST TAXI STRIP ON THE RIGHT. TURN RIGHT AND GO EASTERLY ON JD2214'THE TAXI STRIP FOR 0.3 MILE TO THE INTERSECTION WITH AN OLD JD2214'NORTHWEST-SOUTHEAST RUNWAY AND THE AZIMUTH MARK NEAR THE JD2214'NORTHEAST ANGLE OF THE INTERSECTION AS DESCRIBED. JD2214' JD2214'NOTE--FOR FURTHER INFORMATION FOR STATION SEDALIA AAF 2 SEE JD2214'THE 1963 DESCRIPTION THEREOF-- JD2214'STATION SEDALIA AAF 1948 HAS BEEN DESTROYED AFTER OBSERVATIONS JD2214'THIS DATE. JD2214' JD2214'NEAREST TOWN--KNOB NOSTER. JD2214 JD2214 STATION RECOVERY (1972) JD2214 JD2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 JD2214'2.8 MI S FROM KNOB NOSTER. JD2214'ABOUT 1.9 MILES SOUTH ALONG STATE ROAD J FROM THE POST OFFICE JD2214'IN KNOB NOSTER, THENCE 0.8 MILE SOUTH ALONG ARNOLD AVENUE, THENCE JD2214'0.1 MILE EAST ALONG 5TH STREET, IN S 34, R 24 W, T 46 N, IN THE JD2214'CONCRETE APRON OF THE AIR FIELD OF THE WHITEMAN AIR FORCE BASE, JD2214'209 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONTROL TOWER, JD2214'47.5 FEET EAST OF THE WEST EDGE OF THE APRON, 41.8 FEET SOUTH JD2214'OF A TIE DOWN BOLT IN THE APRON AND 18 FEET SOUTH OF AN EXTENDED JD2214'LINE ON THE SOUTH PLANE OF THE BASE OPERATION BUILDING. JD2214 JD2214 STATION RECOVERY (1981) JD2214 JD2214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) JD2214'STATION MARK, REFERENCE MARKS 6, 7 AND THE AZIMUTH MARK WERE JD2214'RECOVERED IN GOOD CONDITION. SEDALIA AAF WAS RECOVERED IN POOR JD2214'CONDITION. THE DIRECTIONS TO SEDALIA AAF AND REFERENCE MARK 7 JD2214'AGREED WITH 1972 DATA AND THE DISTANCE TO REFERENCE MARK 7 JD2214'AGREED. THE DISTANCE TO SEDALIA AAF WAS 0.089 METER SHORTER JD2214'THAN 1972 DATA. REFERENCE MARK 6 WAS TEMPORARILY BLOCKED THIS JD2214'DATE. AN AZIMUTH MARK 2 WAS ESTABLISHED AT THE SOUTHEAST END JD2214'OF THE ACTIVE RUNWAY, AT THE REQUEST OF WHITEMAN AIRFORCE BASE. THE JD2214'1972 DESCRIPTION IS ADEQUATE. FOLLOWING IS A DETAILED DESCRIPTION JD2214'FOR THE AZIMUTH MARK 2. JD2214' JD2214'AZIMUTH MARK 2 IS A STANDARD DISK, STAMPED---SEDALIA AAF 3 1972 JD2214'NO 2 1981---CEMENTED IN A DRILLED HOLE IN THE CONCRETE NORTH/SOUTH JD2214'RUNWAY AND AT THE JUNCTION OF THE SOUTH ENTRANCE TAXIWAY WITH THE JD2214'RUNWAY. IT IS 41.5 FEET NORTHEAST OF THE CENTER OF A MANHOLE JD2214'COVER, 34.8 FEET NORTH-NORTHEAST OF A WHITE RUNWAY LIGHT AND 2.06 JD2214'FEET EAST OF THE WEST EDGE OF THE RUNWAY. JD2214' JD2214'TO REACH AZIMUTH MARK 2 FROM THE STATION AND CONTROL TOWER, GO JD2214'SOUTH AND SOUTHEAST ON THE TAXIWAY FOR 1.0 MILE TO WHERE THE TAXIWAY JD2214'TURNS EAST TO JUNCTION WITH THE SOUTH END OF THE RUNWAY. TURN LEFT JD2214'AND GO EAST ON THE TAXIWAY FOR 0.1 MILE TO THE JUNCTION OF THE JD2214'RUNWAY AND THE MARK ON THE LEFT AT THE EXTREME NORTHWEST PART OF JD2214'THE JUNCTION. JD2214' JD2214'PERMISSION MUST BE GRANTED BY THE CONTROL TO DRIVE ON THE TAXIWAY JD2214'AND TO ENTER THE RUNWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2248 *********************************************************************** JD2248 DESIGNATION - T 309 RESET JD2248 PID - JD2248 JD2248 STATE/COUNTY- MO/JOHNSON JD2248 USGS QUAD - BURTVILLE (1955) JD2248 JD2248 *CURRENT SURVEY CONTROL JD2248 ___________________________________________________________________ JD2248* NAD 83(1986)- 38 44 58. (N) 093 33 27. (W) SCALED JD2248* NAVD 88 - 264.92 (meters) 869.2 (feet) RESET JD2248 ___________________________________________________________________ JD2248 GEOID HEIGHT- -32.72 (meters) GEOID99 JD2248 JD2248 VERT ORDER - THIRD JD2248 JD2248.The horizontal coordinates were scaled from a topographic map and have JD2248.an estimated accuracy of +/- 6 seconds. JD2248 JD2248.The orthometric height was computed from unverified reset data. JD2248 JD2248.The geoid height was determined by GEOID99. JD2248 JD2248; North East Units Estimated Accuracy JD2248;SPC MO W - 287,060. 931,930. MT (+/- 180 meters Scaled) JD2248 JD2248 SUPERSEDED SURVEY CONTROL JD2248 JD2248.No superseded survey control is available for this station. JD2248 JD2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC515891(NAD 83) JD2248_MARKER: DB = BENCH MARK DISK JD2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2248_STAMPING: T 309 RESET 1966 JD2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2248+STABILITY: SURFACE MOTION JD2248 JD2248 HISTORY - Date Condition Report By JD2248 HISTORY - 1966 MONUMENTED MOHC JD2248 JD2248 STATION DESCRIPTION JD2248 JD2248'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1966 JD2248'1.1 MI S FROM KNOB NOSTER. JD2248'ABOUT 1.1 MILES SOUTH ALONG ROUTE J FROM THE POST OFFICE AT JD2248'KNOB NOSTER, IN S 27, R 24 W., T 46 N., 0.8 MILE NORTH OF JD2248'GATE 2 AT WHITEMAN AIR FORCE BASE, 56.6 FEET EAST OF THE JD2248'CENTERLINE OF ROUTE J, ACROSS ROUTE J FROM THE MOBILE MANOR JD2248'TRAILER COURT, 3 FEET WEST OF CORNER FENCE POST, 1.0 FOOT JD2248'WEST OF A METAL WITNESS POST, ABOUT 1.0 FOOT ABOVE THE LEVEL JD2248'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING JD2248'3 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0248 *********************************************************************** JE0248 DESIGNATION - V 303 RESET JE0248 PID - JE0248 JE0248 STATE/COUNTY- MO/JOHNSON JE0248 USGS QUAD - KINGSVILLE (1954) JE0248 JE0248 *CURRENT SURVEY CONTROL JE0248 ___________________________________________________________________ JE0248* NAD 83(1986)- 38 38 41. (N) 094 00 16. (W) SCALED JE0248* NAVD 88 - 270.49 (meters) 887.4 (feet) RESET JE0248 ___________________________________________________________________ JE0248 GEOID HEIGHT- -32.49 (meters) GEOID99 JE0248 JE0248 VERT ORDER - THIRD JE0248 JE0248.The horizontal coordinates were scaled from a topographic map and have JE0248.an estimated accuracy of +/- 6 seconds. JE0248 JE0248.The orthometric height was computed from unverified reset data. JE0248 JE0248.The geoid height was determined by GEOID99. JE0248 JE0248; North East Units Estimated Accuracy JE0248;SPC MO W - 275,130. 893,140. MT (+/- 180 meters Scaled) JE0248 JE0248 SUPERSEDED SURVEY CONTROL JE0248 JE0248.No superseded survey control is available for this station. JE0248 JE0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC125778(NAD 83) JE0248_MARKER: DB = BENCH MARK DISK JE0248_SETTING: 0 = UNSPECIFIED SETTING JE0248_STAMPING: V 303 1963 RESET 1964 JE0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JE0248 JE0248 HISTORY - Date Condition Report By JE0248 HISTORY - 1964 MONUMENTED CGS JE0248 JE0248 STATION DESCRIPTION JE0248 JE0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JE0248'0.5 MI S FROM MEDFORD. JE0248'ABOUT 0.5 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD JE0248'CROSSING AT MEDFORD, AT THE JUNCTION OF A DIRT T-ROAD GOING JE0248'EAST, 49 FEET WEST OF THE CENTER OF STATE HIGHWAY 131, 7 FEET JE0248'SOUTH OF A T-FENCE INTERSECTION, 2.5 FEET SOUTH OF A NEW STEEL JE0248'WITNESS POST, AND 1 FOOT EAST OF A FENCE, PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2809 *********************************************************************** JD2809 DESIGNATION - V 309 RESET JD2809 PID - JD2809 JD2809 STATE/COUNTY- MO/JOHNSON JD2809 USGS QUAD - BURTVILLE (1955) JD2809 JD2809 *CURRENT SURVEY CONTROL JD2809 ___________________________________________________________________ JD2809* NAD 83(1986)- 38 43 38. (N) 093 33 58. (W) SCALED JD2809* NAVD 88 - 256.44 (meters) 841.3 (feet) RESET JD2809 ___________________________________________________________________ JD2809 GEOID HEIGHT- -32.71 (meters) GEOID99 JD2809 JD2809 VERT ORDER - THIRD JD2809 JD2809.The horizontal coordinates were scaled from a topographic map and have JD2809.an estimated accuracy of +/- 6 seconds. JD2809 JD2809.The orthometric height was computed from unverified reset data. JD2809.No vertical observational check was made to the station. JD2809 JD2809.The geoid height was determined by GEOID99. JD2809 JD2809; North East Units Estimated Accuracy JD2809;SPC MO W - 284,580. 931,210. MT (+/- 180 meters Scaled) JD2809 JD2809 SUPERSEDED SURVEY CONTROL JD2809 JD2809 NGVD 29 (10/29/03) 256.34 (m) 841.0 (f) RESET 3 JD2809 JD2809.Superseded values are not recommended for survey control. JD2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2809.See file dsdata.txt to determine how the superseded data were derived. JD2809 JD2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC507866(NAD 83) JD2809_MARKER: DB = BENCH MARK DISK JD2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2809_STAMPING: V 309 RESET 1984 JD2809_MARK LOGO: NGS JD2809_MAGNETIC: N = NO MAGNETIC MATERIAL JD2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2809+STABILITY: SURFACE MOTION JD2809 JD2809 HISTORY - Date Condition Report By JD2809 HISTORY - 1984 MONUMENTED NGS JD2809 JD2809 STATION DESCRIPTION JD2809 JD2809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 JD2809'AT WHITEMAN AIR FORCE BASE, IN THE SOUTHEAST ANGLE OF THE INTERSECTION JD2809'OF VANDENBERG AVENUE AND 5TH STREET, 133.0 FT (40.5 M) EAST FROM THE JD2809'CENTERLINE OF VANDENBERG AVENUE, 118.0 FT (36.0 M) SOUTH FROM THE JD2809'CENTERLINE OF 5TH STREET, 35.5 FT (10.8 M) NORTH FROM THE NORTH EDGE JD2809'OF AN ASPHALT PARKING LOT, 8.8 FT (2.7 M) WEST FROM THE CENTER OF A JD2809'HEXAGONAL SHAPED STONE MONUMENT FOR THE 351ST BOMBARDMENT GROUP OF JD2809'WORLD WAR II, 8.5 FT (2.6 M) NORTHWEST FROM THE WEST END OF A 4 1/2 X JD2809'6 FOOT STONE PLAQUE FOR THE MONUMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0250 *********************************************************************** JE0250 DESIGNATION - W 303 RESET JE0250 PID - JE0250 JE0250 STATE/COUNTY- MO/JOHNSON JE0250 USGS QUAD - KINGSVILLE (1954) JE0250 JE0250 *CURRENT SURVEY CONTROL JE0250 ___________________________________________________________________ JE0250* NAD 83(1986)- 38 37 49. (N) 094 00 20. (W) SCALED JE0250* NAVD 88 - 266.04 (meters) 872.8 (feet) RESET JE0250 ___________________________________________________________________ JE0250 GEOID HEIGHT- -32.47 (meters) GEOID99 JE0250 JE0250 VERT ORDER - THIRD JE0250 JE0250.The horizontal coordinates were scaled from a topographic map and have JE0250.an estimated accuracy of +/- 6 seconds. JE0250 JE0250.The orthometric height was computed from unverified reset data. JE0250 JE0250.The geoid height was determined by GEOID99. JE0250 JE0250; North East Units Estimated Accuracy JE0250;SPC MO W - 273,520. 893,050. MT (+/- 180 meters Scaled) JE0250 JE0250 SUPERSEDED SURVEY CONTROL JE0250 JE0250.No superseded survey control is available for this station. JE0250 JE0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC124762(NAD 83) JE0250_MARKER: DB = BENCH MARK DISK JE0250_SETTING: 0 = UNSPECIFIED SETTING JE0250_STAMPING: W 303 1963 RESET 1964 JE0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JE0250 JE0250 HISTORY - Date Condition Report By JE0250 HISTORY - 1964 MONUMENTED CGS JE0250 JE0250 STATION DESCRIPTION JE0250 JE0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JE0250'1.3 MI S FROM MEDFORD. JE0250'ABOUT 1.3 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE RAILROAD JE0250'CROSSING AT MEDFORD, ACROSS THE HIGHWAY FROM A FARMHOUSE ON THE JE0250'EAST SIDE OF HIGHWAY, 49 FEET WEST OF THE CENTERLINE OF STATE JE0250'HIGHWAY 131, 14 FEET SOUTH OF A SOUTH GATE POST, 1.5 FEET SOUTH JE0250'OF A NEW STEEL WITNESS POST, AND 1 FOOT EAST OF A FENCE PROJECTING JE0250'4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JE0203 *********************************************************************** JE0203 DESIGNATION - Y 302 JE0203 PID - JE0203 JE0203 STATE/COUNTY- MO/JOHNSON JE0203 USGS QUAD - KINGSVILLE (1954) JE0203 JE0203 *CURRENT SURVEY CONTROL JE0203 ___________________________________________________________________ JE0203* NAD 83(1986)- 38 43 53. (N) 094 05 49. (W) SCALED JE0203* NAVD 88 - 280.480 (meters) 920.21 (feet) ADJUSTED JE0203 ___________________________________________________________________ JE0203 GEOID HEIGHT- -32.49 (meters) GEOID99 JE0203 DYNAMIC HT - 280.289 (meters) 919.58 (feet) COMP JE0203 MODELED GRAV- 979,940.4 (mgal) NAVD 88 JE0203 JE0203 VERT ORDER - SECOND CLASS 0 JE0203 JE0203.The horizontal coordinates were scaled from a topographic map and have JE0203.an estimated accuracy of +/- 6 seconds. JE0203 JE0203.The orthometric height was determined by differential leveling JE0203.and adjusted by the National Geodetic Survey in June 1991. JE0203 JE0203.The geoid height was determined by GEOID99. JE0203 JE0203.The dynamic height is computed by dividing the NAVD 88 JE0203.geopotential number by the normal gravity value computed on the JE0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JE0203.degrees latitude (g = 980.6199 gals.). JE0203 JE0203.The modeled gravity was interpolated from observed gravity values. JE0203 JE0203; North East Units Estimated Accuracy JE0203;SPC MO W - 284,710. 885,050. MT (+/- 180 meters Scaled) JE0203 JE0203 SUPERSEDED SURVEY CONTROL JE0203 JE0203 NGVD 29 (??/??/92) 280.374 (m) 919.86 (f) ADJ UNCH 2 0 JE0203 JE0203.Superseded values are not recommended for survey control. JE0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JE0203.See file dsdata.txt to determine how the superseded data were derived. JE0203 JE0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC046875(NAD 83) JE0203_MARKER: DB = BENCH MARK DISK JE0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JE0203_STAMPING: Y 302 1963 JE0203_MARK LOGO: CGS JE0203_MAGNETIC: N = NO MAGNETIC MATERIAL JE0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JE0203+STABILITY: SURFACE MOTION JE0203 JE0203 HISTORY - Date Condition Report By JE0203 HISTORY - 1963 MONUMENTED CGS JE0203 HISTORY - 1981 GOOD NGS JE0203 HISTORY - 19990310 GOOD LOCSUR JE0203 JE0203 STATION DESCRIPTION JE0203 JE0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 JE0203'4.3 MI SW FROM KINGSVILLE. JE0203'ABOUT 2.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JE0203'RAILROAD CROSSING AT KINGSVILLE, THENCE 0.8 MILE SOUTH ALONG JE0203'A COUNTY ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED COUNTY ROAD, JE0203'THENCE 0.9 MILE SOUTH ALONG A GRAVELED COUNTY ROAD, THENCE 0.2 JE0203'MILE EAST ALONG A GRAVELED COUNTY ROAD, IN S 2, R 29 W, T 45 N, JE0203'AT THE T-JUNCTION OF A ROAD LEADING SOUTH, ON THE EXTENDED JE0203'CENTERLINE OF THE ROAD LEADING SOUTH, 25 FEET NORTH OF THE JE0203'CENTERLINE OF THE EAST-WEST ROAD, 26 FEET WEST OF A TELEPHONE JE0203'POLE BRACED BY A GUY WIRE, 23 FEET EAST OF A POWER POLE BRACED JE0203'BY TWO GUY WIRES, 2 FEET SOUTH OF A T-JUNCTION OF FENCES, 1.5 JE0203'FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET ABOVE THE JE0203'LEVEL OF THE EAST-WEST ROAD, AND SET IN THE TOP OF A CONCRETE JE0203'POST PROJECTING 0.6 FOOT. JE0203 JE0203 STATION RECOVERY (1981) JE0203 JE0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 JE0203'RECOVERED IN GOOD CONDITION. JE0203 JE0203 STATION RECOVERY (1999) JE0203 JE0203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 JE0203'THIS MARK HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1872 *********************************************************************** JD1872 DESIGNATION - Z 199 RESET JD1872 PID - JD1872 JD1872 STATE/COUNTY- MO/JOHNSON JD1872 USGS QUAD - KNOB NOSTER (1981) JD1872 JD1872 *CURRENT SURVEY CONTROL JD1872 ___________________________________________________________________ JD1872* NAD 83(1986)- 38 48 53. (N) 093 36 53. (W) SCALED JD1872* NAVD 88 - 230.200 (meters) 755.25 (feet) ADJUSTED JD1872 ___________________________________________________________________ JD1872 GEOID HEIGHT- -32.74 (meters) GEOID99 JD1872 DYNAMIC HT - 230.046 (meters) 754.74 (feet) COMP JD1872 MODELED GRAV- 979,953.0 (mgal) NAVD 88 JD1872 JD1872 VERT ORDER - SECOND CLASS 0 JD1872 JD1872.The horizontal coordinates were scaled from a topographic map and have JD1872.an estimated accuracy of +/- 6 seconds. JD1872 JD1872.The orthometric height was determined by differential leveling JD1872.and adjusted by the National Geodetic Survey in June 1991. JD1872 JD1872.The geoid height was determined by GEOID99. JD1872 JD1872.The dynamic height is computed by dividing the NAVD 88 JD1872.geopotential number by the normal gravity value computed on the JD1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JD1872.degrees latitude (g = 980.6199 gals.). JD1872 JD1872.The modeled gravity was interpolated from observed gravity values. JD1872 JD1872; North East Units Estimated Accuracy JD1872;SPC MO W - 294,260. 926,880. MT (+/- 180 meters Scaled) JD1872 JD1872 SUPERSEDED SURVEY CONTROL JD1872 JD1872 NGVD 29 (??/??/92) 230.110 (m) 754.95 (f) ADJ UNCH 2 0 JD1872 JD1872.Superseded values are not recommended for survey control. JD1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1872.See file dsdata.txt to determine how the superseded data were derived. JD1872 JD1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC466963(NAD 83) JD1872_MARKER: DB = BENCH MARK DISK JD1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1872_STAMPING: Z 199 1945 RESET 1950 JD1872_MARK LOGO: CGS JD1872_MAGNETIC: N = NO MAGNETIC MATERIAL JD1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1872+STABILITY: SURFACE MOTION JD1872 JD1872 HISTORY - Date Condition Report By JD1872 HISTORY - 1950 MONUMENTED CGS JD1872 HISTORY - 1963 GOOD NGS JD1872 HISTORY - 1965 GOOD NGS JD1872 HISTORY - 1984 GOOD NGS JD1872 HISTORY - 19840614 GOOD NGS JD1872 JD1872 STATION DESCRIPTION JD1872 JD1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JD1872'3 MI N FROM MONTSERRAT. JD1872'ABOUT 0.8 MILE NORTH ALONG A GRAVELED ROAD FROM THE POST OFFICE JD1872'AT MONTSERRAT, THENCE 0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE JD1872'2.0 MILES NORTH ALONG A GRAVELED ROAD, 54 FEET NORTHWEST OF THE JD1872'CENTER OF THE INTERSECTION OF AN EAST-WEST ROAD, 31 FEET JD1872'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 6.5 FEET NORTH JD1872'OF A FENCE, 3 FEET WEST F A POWER POLE, 1.5 FEET EAST OF A JD1872'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP JD1872'OF A CONCRETE POST PROJECTING 0.6 FOOT. JD1872 JD1872 STATION RECOVERY (1965) JD1872 JD1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 JD1872'RECOVERED IN GOOD CONDITION. JD1872 JD1872 STATION RECOVERY (1984) JD1872 JD1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 JD1872'ABOUT 4.59 KM (2.85 MI) NORTH ALONG STATE ROAD P, FROM ITS JUNCTION JD1872'WITH U.S. HIGHWAY 50 AT MONTSERRAT, AT THE END OF ROAD P AND THE JD1872'JUNCTION WITH AN EAST-WEST GRAVELED ROAD, 16.5 M (54.0 FT) NORTHWEST JD1872'OF THE CENTER OF THE INTERSECTION, 10.7 M (35.0 FT) NORTH FROM THE JD1872'CENTERLINE OF THE GRAVELED ROAD, 9.45 M (31.0 FT) WEST FROM THE JD1872'EXTENDED CENTERLINE OF ROAD P, 0.91 M (3.0 FT) WEST FROM A POWERLINE JD1872'POLE. THIS MARK SERVES AS THE AZIMUTH MARK FOR TRIANGULATION STATION JD1872'MONTSERRAT AND A GEODETIC POSITION HAS BEEN DETERMINED. JD1872 JD1872 STATION RECOVERY (1984) JD1872 JD1872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD1872'THE STATION, WHICH WAS SET IN 1950 AND POSITOINED IN 1984, IS LOCATED JD1872'ABOUT 7 3/4 MI ENE OF WARRENSBURG, 4 3/4 MI NW OF KNOB NOSTER, 3 MI JD1872'(4.8 KM) N OF MONTSERRAT, AT THE N END OF STATE ROAD P AND ON PROPERTY JD1872'OWNED BY DON MARKLEY, RURAL ROUTE 1, KNOB NOSTER, MISSOURI 65336. TO JD1872'REACH THE STATION FROM THE JUNCTION OF STATE ROAD P AND U.S HWY 50 AT JD1872'MONTSERRAT, GO ON ROAD P FOR 2.85 MI (4.59 KM) TO THE END OF ROAD P AT JD1872'AN E/W GRAVELED ROAD AND THE STATION. THE STATION IS A STANDARD CGS JD1872'BM DISK, STAMPED---Z 199 1945 RESET 1950---, SET INTO THE TOP OF A JD1872'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE JD1872'GROUND. IT IS 54.0 FT (16.5 M) NW FROM THE CENTER OF THE JD1872'INTERSECTION, 5.0 FT (1.5 M) FROM THE CENTERLINE OF THE GRAVELED ROAD, JD1872'31.0 FT (9.4 M) W FROM THE EXTENDED CENTERLINE OF ROAD P, 3.0 FT (0.9 JD1872'M) W FROM A POWERLINE POLE AND 1.5 FT (0.5 M) E FROM A WITNESS POST. JD1872'THE STATION WAS POSITIONED BY USING A 1963 AZ AND A 1984 ELECTRONIC JD1872'DISTANCE FROM STATION---MONTSERRAT---FOR WHICH IT SERVES AS AN AZ MK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2046 *********************************************************************** JD2046 DESIGNATION - Z 300 RESET JD2046 PID - JD2046 JD2046 STATE/COUNTY- MO/JOHNSON JD2046 USGS QUAD - PITTSVILLE (1981) JD2046 JD2046 *CURRENT SURVEY CONTROL JD2046 ___________________________________________________________________ JD2046* NAD 83(1986)- 38 49 29. (N) 093 59 31. (W) SCALED JD2046* NAVD 88 - 258.51 (meters) 848.1 (feet) RESET JD2046 ___________________________________________________________________ JD2046 GEOID HEIGHT- -32.62 (meters) GEOID99 JD2046 JD2046 VERT ORDER - THIRD JD2046 JD2046.The horizontal coordinates were scaled from a topographic map and have JD2046.an estimated accuracy of +/- 6 seconds. JD2046 JD2046.The orthometric height was computed from unverified reset data. JD2046 JD2046.The geoid height was determined by GEOID99. JD2046 JD2046; North East Units Estimated Accuracy JD2046;SPC MO W - 295,120. 894,120. MT (+/- 180 meters Scaled) JD2046 JD2046 SUPERSEDED SURVEY CONTROL JD2046 JD2046.No superseded survey control is available for this station. JD2046 JD2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC138977(NAD 83) JD2046_MARKER: DB = BENCH MARK DISK JD2046_SETTING: 0 = UNSPECIFIED SETTING JD2046_STAMPING: Z 300 1963 RESET 1964 JD2046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2046 JD2046 HISTORY - Date Condition Report By JD2046 HISTORY - 1964 MONUMENTED CGS JD2046 JD2046 STATION DESCRIPTION JD2046 JD2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 JD2046'1.7 MI S FROM PITTSVILLE. JD2046'ABOUT 1.7 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE JUNCTION JD2046'OF U.S. HIGHWAY 50 IN PITTSVILLE, JOHNSON COUNTY, 61 FEET EAST JD2046'OF THE CENTERLINE OF STATE HIGHWAY 131, 2 FEET NORTH OF A STEEL JD2046'WITNESS POST, AND 1 FOOT WEST OF A FENCE, PROJECTING 4 INCHES.