1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0918 *********************************************************************** JD0918 DESIGNATION - B 288 RESET JD0918 PID - JD0918 JD0918 STATE/COUNTY- MO/PETTIS JD0918 USGS QUAD - BEAMAN (1978) JD0918 JD0918 *CURRENT SURVEY CONTROL JD0918 ___________________________________________________________________ JD0918* NAD 83(1986)- 38 50 26. (N) 093 13 03. (W) SCALED JD0918* NAVD 88 - 258.02 (meters) 846.5 (feet) RESET JD0918 ___________________________________________________________________ JD0918 GEOID HEIGHT- -32.67 (meters) GEOID99 JD0918 JD0918 VERT ORDER - THIRD JD0918 JD0918.The horizontal coordinates were scaled from a topographic map and have JD0918.an estimated accuracy of +/- 6 seconds. JD0918 JD0918.The orthometric height was computed from unverified reset data. JD0918 JD0918.The geoid height was determined by GEOID99. JD0918 JD0918; North East Units Estimated Accuracy JD0918;SPC MO C - 333,980. 437,710. MT (+/- 180 meters Scaled) JD0918 JD0918 SUPERSEDED SURVEY CONTROL JD0918 JD0918.No superseded survey control is available for this station. JD0918 JD0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC811991(NAD 83) JD0918_MARKER: DB = BENCH MARK DISK JD0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0918_STAMPING: B 288 RESET 1966 JD0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0918+STABILITY: SURFACE MOTION JD0918 JD0918 HISTORY - Date Condition Report By JD0918 HISTORY - 1966 MONUMENTED CGS JD0918 JD0918 STATION DESCRIPTION JD0918 JD0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JD0918'9 MI N FROM SEDALIA. JD0918'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0918'STATION AT SEDALIA, THENCE 8.7 MILES NORTH ALONG OLD U.S. HIGHWAY JD0918'65, IN THE NORTHEAST ANGLE OF CROSSROADS, ABOUT 45 YARDS NORTH JD0918'OF THE CENTERLINE OF THE EAST-WEST ROAD, 128 FEET EAST OF THE JD0918'CENTERLINE OF THE NEW HIGHWAY, 2 FEET NORTH OF A METAL WITNESS JD0918'POST AND 1 FOOT SOUTH OF A TELEPHONE POLE. A STANDARD BENCH JD0918'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 JD0918'INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0905 *********************************************************************** JD0905 DESIGNATION - B 7 Z RM 5 JD0905 PID - JD0905 JD0905 STATE/COUNTY- MO/PETTIS JD0905 USGS QUAD - BEAMAN (1978) JD0905 JD0905 *CURRENT SURVEY CONTROL JD0905 ___________________________________________________________________ JD0905* NAD 83(1986)- 38 46 12. (N) 093 13 34. (W) SCALED JD0905* NAVD 88 - 256.13 (meters) 840.3 (feet) RESET JD0905 ___________________________________________________________________ JD0905 GEOID HEIGHT- -32.70 (meters) GEOID99 JD0905 JD0905 VERT ORDER - THIRD JD0905 JD0905.The horizontal coordinates were scaled from a topographic map and have JD0905.an estimated accuracy of +/- 6 seconds. JD0905 JD0905.The orthometric height was computed from unverified reset data. JD0905 JD0905.The geoid height was determined by GEOID99. JD0905 JD0905; North East Units Estimated Accuracy JD0905;SPC MO C - 326,150. 436,900. MT (+/- 180 meters Scaled) JD0905 JD0905 SUPERSEDED SURVEY CONTROL JD0905 JD0905.No superseded survey control is available for this station. JD0905 JD0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803912(NAD 83) JD0905_MARKER: DR = REFERENCE MARK DISK JD0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0905_STAMPING: B7Z NO 5 1962 JD0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0905+STABILITY: SURFACE MOTION JD0905 JD0905 HISTORY - Date Condition Report By JD0905 HISTORY - 1962 MONUMENTED CGS JD0905 HISTORY - 1966 GOOD NGS JD0905 JD0905 STATION DESCRIPTION JD0905 JD0905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 JD0905'3.7 MI N FROM SEDALIA. JD0905'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0905'STATION AT SEDALIA, THENCE 2.45 MILE NORTH ALONG U.S. HIGHWAY JD0905'65, AT THE CREST OF A HILL, ON THE WEST EDGE OF THE RIGHT-OF-WAY JD0905'OF NEW U.S. HIGHWAY 65, 80 FEET WEST OF THE CENTER OF U.S. JD0905'HIGHWAY 65, 1 FOOT SOUTHEAST OF A STEEL RIGHT-OF-WAY POST, AND JD0905'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0906 *********************************************************************** JD0906 DESIGNATION - B 7 Z RM 6 JD0906 PID - JD0906 JD0906 STATE/COUNTY- MO/PETTIS JD0906 USGS QUAD - BEAMAN (1978) JD0906 JD0906 *CURRENT SURVEY CONTROL JD0906 ___________________________________________________________________ JD0906* NAD 83(1986)- 38 46 12. (N) 093 13 35. (W) SCALED JD0906* NAVD 88 - 256.08 (meters) 840.2 (feet) RESET JD0906 ___________________________________________________________________ JD0906 GEOID HEIGHT- -32.70 (meters) GEOID99 JD0906 JD0906 VERT ORDER - THIRD JD0906 JD0906.The horizontal coordinates were scaled from a topographic map and have JD0906.an estimated accuracy of +/- 6 seconds. JD0906 JD0906.The orthometric height was computed from unverified reset data. JD0906 JD0906.The geoid height was determined by GEOID99. JD0906 JD0906; North East Units Estimated Accuracy JD0906;SPC MO C - 326,150. 436,880. MT (+/- 180 meters Scaled) JD0906 JD0906 SUPERSEDED SURVEY CONTROL JD0906 JD0906.No superseded survey control is available for this station. JD0906 JD0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC803912(NAD 83) JD0906_MARKER: DR = REFERENCE MARK DISK JD0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0906_STAMPING: B7Z NO 6 1962 JD0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0906+STABILITY: SURFACE MOTION JD0906 JD0906 HISTORY - Date Condition Report By JD0906 HISTORY - 1962 MONUMENTED CGS JD0906 HISTORY - 1966 GOOD NGS JD0906 JD0906 STATION DESCRIPTION JD0906 JD0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 JD0906'3.7 MI N FROM SEDALIA. JD0906'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0906'STATION AT SEDALIA, THENCE 2.45 MILES NORTH ALONG U.S. HIGHWAY JD0906'65, AT THE CREST OF A HILL, ON THE WEST EDGE OF THE RIGHT-OF-WAY JD0906'OF NEW U.S. HIGHWAY 65, 80 FEET WEST OF THE CENTER OF U.S. JD0906'HIGHWAY 65, 1 FOOT NORTHEAST OF A STEEL RIGHT-OF-WAY POST, AND JD0906'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 6 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0835 *********************************************************************** JD0835 DESIGNATION - D 246 RESET JD0835 PID - JD0835 JD0835 STATE/COUNTY- MO/PETTIS JD0835 USGS QUAD - SEDALIA WEST (1973) JD0835 JD0835 *CURRENT SURVEY CONTROL JD0835 ___________________________________________________________________ JD0835* NAD 83(1986)- 38 41 28. (N) 093 15 04. (W) SCALED JD0835* NAVD 88 - 266.52 (meters) 874.4 (feet) RESET JD0835 ___________________________________________________________________ JD0835 GEOID HEIGHT- -32.70 (meters) GEOID99 JD0835 JD0835 VERT ORDER - THIRD JD0835 JD0835.The horizontal coordinates were scaled from a topographic map and have JD0835.an estimated accuracy of +/- 6 seconds. JD0835 JD0835.The orthometric height was computed from unverified reset data. JD0835 JD0835.The geoid height was determined by GEOID99. JD0835 JD0835; North East Units Estimated Accuracy JD0835;SPC MO C - 317,410. 434,660. MT (+/- 180 meters Scaled) JD0835 JD0835 SUPERSEDED SURVEY CONTROL JD0835 JD0835.No superseded survey control is available for this station. JD0835 JD0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781825(NAD 83) JD0835_MARKER: DB = BENCH MARK DISK JD0835_SETTING: 36 = ABUTMENT JD0835_STAMPING: D 246 RESET 1969 JD0835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD0835 JD0835 HISTORY - Date Condition Report By JD0835 HISTORY - 1969 MONUMENTED MOHC JD0835 JD0835 STATION DESCRIPTION JD0835 JD0835'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1969 JD0835'2.2 MI SW FROM SEDALIA. JD0835'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD0835'RAILROAD FROM THE STATION AT SEDALIA, 9 POLES SOUTHWEST OF JD0835'MILEPOST 229, AT U.S. HIGHWAY 65 UNDERPASS, 7.5 FEET SOUTH JD0835'OF THE SOUTH RAIL, ABOUT 3 INCHES ABOVE THE LEVEL OF THE RAILS, JD0835'ON THE SOUTH WING WALL OF THE EAST ABUTMENT OF THE OVERPASS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF8710 *********************************************************************** DF8710 DESIGNATION - F 308 RESET DF8710 PID - DF8710 DF8710 STATE/COUNTY- MO/PETTIS DF8710 USGS QUAD - SEDALIA WEST (1973) DF8710 DF8710 *CURRENT SURVEY CONTROL DF8710 ___________________________________________________________________ DF8710* NAD 83(1986)- 38 41 38. (N) 093 20 54. (W) SCALED DF8710* NAVD 88 - 256.64 (meters) 842.0 (feet) RESET DF8710 ___________________________________________________________________ DF8710 GEOID HEIGHT- -32.72 (meters) GEOID99 DF8710 DF8710 VERT ORDER - THIRD DF8710 DF8710.The horizontal coordinates were scaled from a topographic map and have DF8710.an estimated accuracy of +/- 6 seconds. DF8710 DF8710.The orthometric height was computed from unverified reset data. DF8710.No vertical observational check was made to the station. DF8710 DF8710.The geoid height was determined by GEOID99. DF8710 DF8710; North East Units Estimated Accuracy DF8710;SPC MO C - 317,790. 426,200. MT (+/- 180 meters Scaled) DF8710 DF8710 SUPERSEDED SURVEY CONTROL DF8710 DF8710.No superseded survey control is available for this station. DF8710 DF8710_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC697828(NAD 83) DF8710_MARKER: DV = VERTICAL CONTROL DISK DF8710_SETTING: 38 = BRIDGE ABUTMENT DF8710_STAMPING: F 308 RESET 2002 DF8710_MARK LOGO: NGS DF8710_MAGNETIC: N = NO MAGNETIC MATERIAL DF8710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF8710 DF8710 HISTORY - Date Condition Report By DF8710 HISTORY - 2002 MONUMENTED LOCENG DF8710 DF8710 STATION DESCRIPTION DF8710 DF8710'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2002 (KT) DF8710'THE STATION IS LOCATED FLUSH IN CONCRETE ABUTMENT AT THE NORTHEAST DF8710'CORNER OF BRIDGE OVER COON CREEK IN COUNTY ROAD RIGHT-OF-WAY AND BEING DF8710'4.0 MILES (6.4 KM) NORTH OF CAMP BRANCH AND 4.0 MILES (6.4 KM) WEST OF DF8710'SEDALIA. ABOUT 4.0 MILES (6.4 KM) NORTH ALONG A GRAVELED ROAD FROM DF8710'THE CROSSING OF THE M K T RAILROAD AT CAMP BRANCH, IN SECTION 9, R22W, DF8710'T45N, ABOUT 0.6 MILE (1.0 KM) SOUTH OF THE INTERSECTION OF A PAVED DF8710'ROAD (MO STATE RT Y) , SET FLUSH IN CONCRETE ABUTMENT AT THE NORTHEAST DF8710'CORNER OF A 50 FOOT (15.2 M) BRIDGE OVER COON CREEK, 10 FEET (3.0 M) DF8710'EAST OF THE CENTERLINE OF THE COUNTY ROAD (CAMP BRANCH ROAD) . 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1024 *********************************************************************** JD1024 DESIGNATION - H 259 RESET JD1024 PID - JD1024 JD1024 STATE/COUNTY- MO/PETTIS JD1024 USGS QUAD - SEDALIA WEST (1973) JD1024 JD1024 *CURRENT SURVEY CONTROL JD1024 ___________________________________________________________________ JD1024* NAD 83(1986)- 38 41 02. (N) 093 15 05. (W) SCALED JD1024* NAVD 88 - 258.00 (meters) 846.5 (feet) RESET JD1024 ___________________________________________________________________ JD1024 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1024 JD1024 VERT ORDER - THIRD JD1024 JD1024.The horizontal coordinates were scaled from a topographic map and have JD1024.an estimated accuracy of +/- 6 seconds. JD1024 JD1024.The orthometric height was computed from unverified reset data. JD1024 JD1024.The geoid height was determined by GEOID99. JD1024 JD1024; North East Units Estimated Accuracy JD1024;SPC MO C - 316,610. 434,630. MT (+/- 180 meters Scaled) JD1024 JD1024 SUPERSEDED SURVEY CONTROL JD1024 JD1024.No superseded survey control is available for this station. JD1024 JD1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781817(NAD 83) JD1024_MARKER: DB = BENCH MARK DISK JD1024_SETTING: 30 = CULVERT JD1024_STAMPING: H 259 RESET 1969 JD1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1024 JD1024 HISTORY - Date Condition Report By JD1024 HISTORY - 1969 MONUMENTED MOHC JD1024 JD1024 STATION DESCRIPTION JD1024 JD1024'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1969 JD1024'2.7 MI SW FROM SEDALIA. JD1024'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD1024'RAILROAD FROM THE STATION AT SEDALIA, THENCE 0.5 MILE SOUTH JD1024'ALONG U.S. HIGHWAY 65, AT THE INTERSECTION OF COUNTY ROAD B, JD1024'LOCATED IN SECTION 8, T 45 N, R 21 W, 58 FEET WEST OF THE CENTER JD1024'LINE OF U.S. HIGHWAY 65, 30 FEET NORTHWEST OF A POINT INTERSECTING JD1024'THE CENTER LINE OF COUNTY B AND 32ND STREET, 25 FEET SOUTHEAST OF JD1024'THE SOUTHEAST CORNER OF A SEWER LIFT STATION, ABOUT LEVEL WITH JD1024'THE ROAD, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL JD1024'OF A LARGE CONCRETE CULVERT UNDER U.S. HIGHWAY 65. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2803 *********************************************************************** JD2803 DESIGNATION - H 296 RESET JD2803 PID - JD2803 JD2803 STATE/COUNTY- MO/PETTIS JD2803 USGS QUAD - HUGHESVILLE (1973) JD2803 JD2803 *CURRENT SURVEY CONTROL JD2803 ___________________________________________________________________ JD2803* NAD 83(1986)- 38 45 16. (N) 093 21 29. (W) SCALED JD2803* NAVD 88 - 255.80 (meters) 839.2 (feet) RESET JD2803 ___________________________________________________________________ JD2803 GEOID HEIGHT- -32.72 (meters) GEOID99 JD2803 JD2803 VERT ORDER - THIRD JD2803 JD2803.The horizontal coordinates were scaled from a topographic map and have JD2803.an estimated accuracy of +/- 6 seconds. JD2803 JD2803.The orthometric height was computed from unverified reset data. JD2803.No vertical observational check was made to the station. JD2803 JD2803.The geoid height was determined by GEOID99. JD2803 JD2803; North East Units Estimated Accuracy JD2803;SPC MO C - 324,520. 425,420. MT (+/- 180 meters Scaled) JD2803 JD2803 SUPERSEDED SURVEY CONTROL JD2803 JD2803 NGVD 29 (10/29/03) 255.71 (m) 838.9 (f) RESET 3 JD2803 JD2803.Superseded values are not recommended for survey control. JD2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2803.See file dsdata.txt to determine how the superseded data were derived. JD2803 JD2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC688895(NAD 83) JD2803_MARKER: DB = BENCH MARK DISK JD2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2803_STAMPING: H 296 RESET 1979 JD2803_MARK LOGO: NGS JD2803_MAGNETIC: N = NO MAGNETIC MATERIAL JD2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2803+STABILITY: SURFACE MOTION JD2803 JD2803 HISTORY - Date Condition Report By JD2803 HISTORY - 1979 MONUMENTED NGS JD2803 JD2803 STATION DESCRIPTION JD2803 JD2803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 JD2803'ABOUT 7.9 MILES WEST ALONG MISSOURI PACIFIC RAILROAD FROM THE STATION JD2803'AT SEDALIA, 42 FEET NORTHEAST OF CENTERLINE OF TRACK AND JD2803'APPROXIMATELY 30 FEET NORTHEAST OF MILE MARKER 197. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0924 *********************************************************************** JD0924 DESIGNATION - HANLEY RM 3 JD0924 PID - JD0924 JD0924 STATE/COUNTY- MO/PETTIS JD0924 USGS QUAD - BEAMAN (1978) JD0924 JD0924 *CURRENT SURVEY CONTROL JD0924 ___________________________________________________________________ JD0924* NAD 83(1986)- 38 51 33. (N) 093 13 00. (W) SCALED JD0924* NAVD 88 - 260.40 (meters) 854.3 (feet) RESET JD0924 ___________________________________________________________________ JD0924 GEOID HEIGHT- -32.66 (meters) GEOID99 JD0924 JD0924 VERT ORDER - THIRD JD0924 JD0924.The horizontal coordinates were scaled from a topographic map and have JD0924.an estimated accuracy of +/- 6 seconds. JD0924 JD0924.The orthometric height was computed from unverified reset data. JD0924 JD0924.The geoid height was determined by GEOID99. JD0924 JD0924; North East Units Estimated Accuracy JD0924;SPC MO C - 336,040. 437,800. MT (+/- 180 meters Scaled) JD0924 JD0924 SUPERSEDED SURVEY CONTROL JD0924 JD0924.No superseded survey control is available for this station. JD0924 JD0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812011(NAD 83) JD0924_MARKER: DR = REFERENCE MARK DISK JD0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0924_STAMPING: HANLEY NO 3 1949 JD0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0924+STABILITY: SURFACE MOTION JD0924 JD0924 HISTORY - Date Condition Report By JD0924 HISTORY - 1966 MONUMENTED CGS JD0924 HISTORY - 1966 GOOD NGS JD0924 JD0924 STATION DESCRIPTION JD0924 JD0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 JD0924'10.4 MI N FROM SEDALIA. JD0924'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0924'STATION AT SEDALIA, THENCE 10.1 MILES NORTH ALONG U.S. HIGHWAY JD0924'65, 0.05 MILE NORTH OF A ROAD INTERSECTION, 23 FEET SOUTH OF A JD0924'ELM TREE, 3.5 FEET NORTH OF A NORTH GATE POST AT A FIELD JD0924'ENTRANCE, 1.5 FEET EAST OF A FENCE, 1.5 FEET EAST OF THE EAST JD0924'EDGE OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 65, AND SET IN THE TOP JD0924'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1022 *********************************************************************** JD1022 DESIGNATION - J 259 RESET JD1022 PID - JD1022 JD1022 STATE/COUNTY- MO/PETTIS JD1022 USGS QUAD - SEDALIA WEST (1973) JD1022 JD1022 *CURRENT SURVEY CONTROL JD1022 ___________________________________________________________________ JD1022* NAD 83(1986)- 38 40 11. (N) 093 15 06. (W) SCALED JD1022* NAVD 88 - 265.26 (meters) 870.3 (feet) RESET JD1022 ___________________________________________________________________ JD1022 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1022 JD1022 VERT ORDER - THIRD JD1022 JD1022.The horizontal coordinates were scaled from a topographic map and have JD1022.an estimated accuracy of +/- 6 seconds. JD1022 JD1022.The orthometric height was computed from unverified reset data. JD1022.No vertical observational check was made to the station. JD1022 JD1022.The geoid height was determined by GEOID99. JD1022 JD1022; North East Units Estimated Accuracy JD1022;SPC MO C - 315,040. 434,590. MT (+/- 180 meters Scaled) JD1022 JD1022 SUPERSEDED SURVEY CONTROL JD1022 JD1022 NGVD 29 (10/29/03) 265.16 (m) 869.9 (f) RESET 3 JD1022 JD1022.Superseded values are not recommended for survey control. JD1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1022.See file dsdata.txt to determine how the superseded data were derived. JD1022 JD1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC781801(NAD 83) JD1022_MARKER: DB = BENCH MARK DISK JD1022_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED JD1022+WITH SETTING: INTO GROUND JD1022_STAMPING: J 259 RESET 1974 JD1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1022+STABILITY: SURFACE MOTION JD1022 JD1022 HISTORY - Date Condition Report By JD1022 HISTORY - 1974 MONUMENTED NGS JD1022 JD1022 STATION DESCRIPTION JD1022 JD1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1022'3.1 MI SW FROM SEDALIA. JD1022'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD1022'RAILROAD FROM THE STATION AT SEDALIA, THENCE 1.4 MILES SOUTH JD1022'ALONG U.S. HIGHWAY 65, 6 FEET NORTH OF A POWER POLE WITH TRANSFORMERS JD1022'ATTACHED, 1 FOOT SOUTH OF A METAL WITNESS POST, DUE EAST ACROSS JD1022'HIGHWAY 65 FROM THE STARDUST MOTEL AND ON THE EAST RIGHT-OF-WAY JD1022'OF HIGHWAY 65. A STANDARD BENCH MARK DISK, CRIMPED TO THE JD1022'TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED JD1022'AT THE BOTTOM, ENCASED IN A 6-INCH CLAY TILE FILLED WITH JD1022'GRAVEL AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2804 *********************************************************************** JD2804 DESIGNATION - K 297 RESET JD2804 PID - JD2804 JD2804 STATE/COUNTY- MO/PETTIS JD2804 USGS QUAD - SEDALIA EAST (1973) JD2804 JD2804 *CURRENT SURVEY CONTROL JD2804 ___________________________________________________________________ JD2804* NAD 83(1997)- 38 42 04.19995(N) 093 11 07.06245(W) ADJUSTED JD2804* NAVD 88 - 277.3 (meters) 910. (feet) GPS OBS JD2804 ___________________________________________________________________ JD2804 X - -276,955.462 (meters) COMP JD2804 Y - -4,976,627.621 (meters) COMP JD2804 Z - 3,966,634.354 (meters) COMP JD2804 LAPLACE CORR- 0.50 (seconds) DEFLEC99 JD2804 ELLIP HEIGHT- 244.56 (meters) (10/07/99) GPS OBS JD2804 GEOID HEIGHT- -32.68 (meters) GEOID99 JD2804 JD2804 HORZ ORDER - THIRD JD2804 VERT ORDER - THIRD (See Below) JD2804 ELLP ORDER - FOURTH CLASS II JD2804 JD2804.This mark is at Sedalia Mem Airport (DMO) JD2804 JD2804.The horizontal coordinates were established by GPS observations JD2804.and adjusted by the National Geodetic Survey in October 1999. JD2804 JD2804.The orthometric height was determined by GPS observations and a JD2804.high-resolution geoid model. JD2804.The vertical order pertains to the superseded datum. JD2804 JD2804.The X, Y, and Z were computed from the position and the ellipsoidal ht. JD2804 JD2804.The Laplace correction was computed from DEFLEC99 derived deflections. JD2804 JD2804.The ellipsoidal height was determined by GPS observations JD2804.and is referenced to NAD 83. JD2804 JD2804.The geoid height was determined by GEOID99. JD2804 JD2804; North East Units Scale Converg. JD2804;SPC MO C - 318,481.631 440,390.108 MT 0.99997707 -0 25 42.6 JD2804;UTM 15 - 4,283,631.867 483,887.691 MT 0.99960320 -0 06 57.1 JD2804 JD2804 SUPERSEDED SURVEY CONTROL JD2804 JD2804 NGVD 29 (10/29/03) 277.16 (m) 909.3 (f) RESET 3 JD2804 JD2804.Superseded values are not recommended for survey control. JD2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2804.See file dsdata.txt to determine how the superseded data were derived. JD2804 JD2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8388883632(NAD 83) JD2804_MARKER: DD = SURVEY DISK JD2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2804_STAMPING: K 297 RESET 1983 JD2804_MARK LOGO: NGS JD2804_MAGNETIC: N = NO MAGNETIC MATERIAL JD2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2804+STABILITY: SURFACE MOTION JD2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD2804+SATELLITE: SATELLITE OBSERVATIONS - July 22, 1999 JD2804 JD2804 HISTORY - Date Condition Report By JD2804 HISTORY - 1983 MONUMENTED NGS JD2804 HISTORY - 19961127 GOOD NGS JD2804 HISTORY - 19990722 GOOD NGS JD2804 JD2804 STATION DESCRIPTION JD2804 JD2804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 JD2804'2.5 MI (4.0 KM) EAST ALONG EAST BROADWAY STREET AND U.S. HIGHWAY 50, JD2804'FROM THE INTERSECTION WITH SOUTH OHIO STREET, IN SEDALIA, THENCE 0.1 JD2804'MI (0.2 KM) LEFT AND NORTH ALONG A PAVED ROAD TO THE MARK, AT THE JD2804'WEST END OF AN EAST/WEST RUNWAY AT THE SEDALIA MUNICIPAL AIRPORT, AT JD2804'AN AIRPORT PARKING AREA, 273.0 FT (83.2 M) SOUTHEAST OF THE CENTER OF JD2804'THE WEST END OF THE RUNWAY, 9.0 FT (2.7 M) EAST OF THE EAST EDGE OF A JD2804'TAXI RAMP, 5.2 FT (1.6 M) NORTHEAST OF THE NORTHEAST EDGE OF THE JD2804'PARKING AREA AS IT JOINS THE RAMP, ALUMINUM PIPE CAP IN CONCRETE JD2804'FLUSH WITH THE GROUND, LEVEL WITH TAXI RAMP. JD2804 JD2804 STATION RECOVERY (1996) JD2804 JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM) JD2804'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SEDALIA, MO., AT JD2804'THE SEDALIA MEMORIAL AIRPORT (DMO) , IN THE GRASS, SOUTHEAST OF RUNWAY JD2804'END 5, NORTHEAST OF THE END TAXI/RAMP, NORTHWEST OF AN ABANDONED TIE JD2804'DOWN AREA, JUST NORTH OF THE NEW ANGLED ASPHALT CORNER/JUNCTION OF THE JD2804'TAXI AND THE TIE DOWN AREA. OWNERSHIP--CITY OF SEDALIA, CITY HALL, JD2804'SEDALIA, MO. 65301. AIRPORT MANAGER CHRIS COX, PHONE 816-826-4128. JD2804'MARK STEGNER, MAINTENANCE, KNOWS LOCATION OF ALL MARKS. NOTE--CONTACT JD2804'AIRPORT MANAGER ON ARRIVAL. NOTE--THIS STATION IS A SECONDARY AIRPORT JD2804'CONTROL STATION (SACS) . TO REACH THE STATION FROM THE JUNCTION OF JD2804'U.S. HIGHWAYS 50 AND 65, LOCATED NEAR THE CENTER OF SEDALIA, GO EAST, JD2804'5.5 KM (3.40 MI) ALONG HIGHWAY 50 TO THE JUNCTION OF HARDING ROAD ON JD2804'THE LEFT. TURN LEFT, NORTH, 1.3 KM (0.80 MI) ALONG THE ROAD TO A TEE JD2804'JUNCTION AT EAST BOONVILLE ROAD. TURN RIGHT, EAST, 1.1 KM (0.70 MI) JD2804'ALONG THE ROAD TO A GATE ON THE NORTH SIDE OF THE AIRPORT TERMINAL. JD2804'PASS THROUGH THE GATE, SOUTHERLY, 0.4 KM (0.25 MI) ACROSS A TIE DOWN JD2804'AREA AND ALONG THE MAIN TAXI TO RUNWAY END 23. TURN RIGHT, SOUTHWEST, JD2804'1.097 KM (0.70 MI) ALONG THE RUNWAY TO RUNWAY END 5 AND THE END JD2804'TAXI/RAMP. TURN LEFT, SOUTHEAST, 0.08 KM (0.05 MI) ALONG THE TAXI TO JD2804'THE ANGLED CORNER JUNCTION AND THE STATION ON THE LEFT, JUST NORTH OF JD2804'THE CORNER. STATION IS 2.9 M (9.5 FT) EAST-NORTHEAST OF THE END JD2804'TAXI/RAMPS NEW EAST-NORTHEAST EDGE, 2.8 M (9.2 FT) NORTHWEST OF THE JD2804'NORTH ANGLE EDGE OF THE NEW ASPHALT, AND THE MONUMENT IS ABOUT LEVEL JD2804'WITH THE NEW ASPHALT AND FLUSH WITH THE GROUND SURFACE. BY R.G. JD2804'HAYES. JD2804 JD2804 STATION RECOVERY (1999) JD2804 JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH) JD2804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 RECOVERED AS DESCRIBED JD2804'WITH THE FOLLOWING CHANGES, THIS MARK FAILS TO MEET THE STABLITY JD2804'REQUIREMENTS FOR A SACS (SECONDARY AIRPORT CONTROL STATION). THIS JD2804'MARK IS NO LONGER A SACS (SECONDARY AIRPORT CONTROL STATION) 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1019 *********************************************************************** JD1019 DESIGNATION - L 259 RESET JD1019 PID - JD1019 JD1019 STATE/COUNTY- MO/PETTIS JD1019 USGS QUAD - SEDALIA WEST (1973) JD1019 JD1019 *CURRENT SURVEY CONTROL JD1019 ___________________________________________________________________ JD1019* NAD 83(1986)- 38 38 51. (N) 093 15 37. (W) SCALED JD1019* NAVD 88 - 255.23 (meters) 837.4 (feet) RESET JD1019 ___________________________________________________________________ JD1019 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1019 JD1019 VERT ORDER - THIRD JD1019 JD1019.The horizontal coordinates were scaled from a topographic map and have JD1019.an estimated accuracy of +/- 6 seconds. JD1019 JD1019.The orthometric height was computed from unverified reset data. JD1019.No vertical observational check was made to the station. JD1019 JD1019.The geoid height was determined by GEOID99. JD1019 JD1019; North East Units Estimated Accuracy JD1019;SPC MO C - 312,580. 433,820. MT (+/- 180 meters Scaled) JD1019 JD1019 SUPERSEDED SURVEY CONTROL JD1019 JD1019 NGVD 29 (10/29/03) 255.13 (m) 837.0 (f) RESET 3 JD1019 JD1019.Superseded values are not recommended for survey control. JD1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1019.See file dsdata.txt to determine how the superseded data were derived. JD1019 JD1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC773776(NAD 83) JD1019_MARKER: P = PIPE CAP JD1019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD1019_STAMPING: L 259 RESET 1974 JD1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1019 JD1019 HISTORY - Date Condition Report By JD1019 HISTORY - 1974 MONUMENTED NGS JD1019 JD1019 STATION DESCRIPTION JD1019 JD1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1019'5.4 MI SW FROM SEDALIA. JD1019'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD1019'RAILROAD FROM THE STATION AT SEDALIA, THENCE 3.2 MILES SOUTH JD1019'ALONG U.S. HIGHWAY 65, IN SECTION 29, T 45 N, R 21 W, 24.5 FEET JD1019'NORTH OF HIGHWAY STATIONING 137+75.5 FEET, 2 FEET SOUTH OF THE SOUTH JD1019'BRACE FENCE POST, 0.9 FOOT WEST OF A FENCE, 0.9 FOOT NORTH OF JD1019'A METAL WITNESS POST, ON THE EAST RIGHT-OF-WAY OF HIGHWAY 65 JD1019'AND SOUTHEAST OF A CONCRETE CULVERT UNDER THE HIGHWAY. A 4-INCH JD1019'CAST ALUMINUM BENCH MARK CAP FASTEN TO AN ALUMINUM PIPE 30 INCHES JD1019'DEEP WITH THE BASE REINFORCED WITH CONCRETE AND THE TOP OF THE JD1019'MARK IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0821 *********************************************************************** JD0821 DESIGNATION - LAMONTE 2 RM 3 JD0821 PID - JD0821 JD0821 STATE/COUNTY- MO/PETTIS JD0821 USGS QUAD - LA MONTE (1973) JD0821 JD0821 *CURRENT SURVEY CONTROL JD0821 ___________________________________________________________________ JD0821* NAD 83(1986)- 38 45 45. (N) 093 25 38. (W) SCALED JD0821* NAVD 88 - 266.36 (meters) 873.9 (feet) RESET JD0821 ___________________________________________________________________ JD0821 GEOID HEIGHT- -32.73 (meters) GEOID99 JD0821 JD0821 VERT ORDER - THIRD JD0821 JD0821.The horizontal coordinates were scaled from a topographic map and have JD0821.an estimated accuracy of +/- 6 seconds. JD0821 JD0821.The orthometric height was computed from unverified reset data. JD0821 JD0821.The geoid height was determined by GEOID99. JD0821 JD0821; North East Units Estimated Accuracy JD0821;SPC MO C - 325,480. 419,420. MT (+/- 180 meters Scaled) JD0821 JD0821 SUPERSEDED SURVEY CONTROL JD0821 JD0821.No superseded survey control is available for this station. JD0821 JD0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83) JD0821_MARKER: DR = REFERENCE MARK DISK JD0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0821_STAMPING: LAMONTE 2 NO 3 1971 JD0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0821+STABILITY: SURFACE MOTION JD0821 JD0821 HISTORY - Date Condition Report By JD0821 HISTORY - 1971 MONUMENTED NGS JD0821 JD0821 STATION DESCRIPTION JD0821 JD0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JD0821'0.8 MI SSW FROM LA MONTE. JD0821'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI JD0821'PACIFIC RAILROAD STATION AT LAMONTE, THENCE 0.15 MILE WEST JD0821'ALONG U.S. HIGHWAY 50 AND STATE HIGHWAY 127, AT THE JUNCTION OF JD0821'THESE HIGHWAYS, 157 FEET SOUTH OF THE CENTER OF THE EAST BOUND JD0821'LANE OF U.S. HIGHWAY 50, 93.5 FEET EAST OF THE CENTER OF STATE JD0821'HIGHWAY 127, 1 FOOT SOUTH OF A METAL WITNESS POST, 49.36 FEET JD0821'NORTHEAST OF TRIANGULATION STATION LAMONTE 2 1971, AND SET IN JD0821'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 1 INCH. SECTION JD0821'23, T 46N, R 23W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0822 *********************************************************************** JD0822 DESIGNATION - LAMONTE 2 RM 4 JD0822 PID - JD0822 JD0822 STATE/COUNTY- MO/PETTIS JD0822 USGS QUAD - LA MONTE (1973) JD0822 JD0822 *CURRENT SURVEY CONTROL JD0822 ___________________________________________________________________ JD0822* NAD 83(1986)- 38 45 45. (N) 093 25 38. (W) SCALED JD0822* NAVD 88 - 266.23 (meters) 873.5 (feet) RESET JD0822 ___________________________________________________________________ JD0822 GEOID HEIGHT- -32.73 (meters) GEOID99 JD0822 JD0822 VERT ORDER - THIRD JD0822 JD0822.The horizontal coordinates were scaled from a topographic map and have JD0822.an estimated accuracy of +/- 6 seconds. JD0822 JD0822.The orthometric height was computed from unverified reset data. JD0822 JD0822.The geoid height was determined by GEOID99. JD0822 JD0822; North East Units Estimated Accuracy JD0822;SPC MO C - 325,480. 419,420. MT (+/- 180 meters Scaled) JD0822 JD0822 SUPERSEDED SURVEY CONTROL JD0822 JD0822.No superseded survey control is available for this station. JD0822 JD0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC628905(NAD 83) JD0822_MARKER: DR = REFERENCE MARK DISK JD0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0822_STAMPING: LAMONTE 2 NO 4 1971 JD0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0822+STABILITY: SURFACE MOTION JD0822 JD0822 HISTORY - Date Condition Report By JD0822 HISTORY - 1971 MONUMENTED NGS JD0822 JD0822 STATION DESCRIPTION JD0822 JD0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 JD0822'0.8 MI SSW FROM LA MONTE. JD0822'ABOUT 0.85 MILES SOUTH ALONG STATE HIGHWAY 127 FROM THE MISSOURI JD0822'PACIFIC RAILROAD STATION AT LAMONTE, THENCE 0.15 MILE WEST ALONG JD0822'U.S. HIGHWAY 50 AND STATE HIGHWAY 127, AT THE JUNCTION OF THESE JD0822'HIGHWAYS, 97 FEET WEST OF THE NORTHWEST CORNER OF AN OLD HOUSE, JD0822'79.5 FEET NORTHEAST OF THE NORTH END OF A METAL PIPE CULVERT, JD0822'60.5 FEET EAST OF THE CENTER OF STATE HIGHWAY 127, AND SET IN JD0822'THE TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE JD0822'OF THE GROUND. IT IS 77.65 FEET SOUTH OF TRIANGULATION STATION JD0822'LAMONTE 2 1971. SECTION 23, T 46N, R 23W. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1017 *********************************************************************** JD1017 DESIGNATION - M 259 RESET JD1017 PID - JD1017 JD1017 STATE/COUNTY- MO/PETTIS JD1017 USGS QUAD - SEDALIA WEST (1973) JD1017 JD1017 *CURRENT SURVEY CONTROL JD1017 ___________________________________________________________________ JD1017* NAD 83(1986)- 38 38 09. (N) 093 16 02. (W) SCALED JD1017* NAVD 88 - 276.77 (meters) 908.0 (feet) RESET JD1017 ___________________________________________________________________ JD1017 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1017 JD1017 VERT ORDER - THIRD JD1017 JD1017.The horizontal coordinates were scaled from a topographic map and have JD1017.an estimated accuracy of +/- 6 seconds. JD1017 JD1017.The orthometric height was computed from unverified reset data. JD1017.No vertical observational check was made to the station. JD1017 JD1017.The geoid height was determined by GEOID99. JD1017 JD1017; North East Units Estimated Accuracy JD1017;SPC MO C - 311,290. 433,200. MT (+/- 180 meters Scaled) JD1017 JD1017 SUPERSEDED SURVEY CONTROL JD1017 JD1017 NGVD 29 (10/29/03) 276.67 (m) 907.7 (f) RESET 3 JD1017 JD1017.Superseded values are not recommended for survey control. JD1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1017.See file dsdata.txt to determine how the superseded data were derived. JD1017 JD1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC767764(NAD 83) JD1017_MARKER: P = PIPE CAP JD1017_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD1017_STAMPING: M 259 RESET 1974 JD1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1017 JD1017 HISTORY - Date Condition Report By JD1017 HISTORY - 1974 MONUMENTED NGS JD1017 JD1017 STATION DESCRIPTION JD1017 JD1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1017'6.3 MI SW FROM SEDALIA. JD1017'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD1017'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.1 MILES SOUTH JD1017'ALONG U.S. HIGHWAY 65, NEAR TOP OF HILL ON EAST RIGHT-OF-WAY JD1017'OF THE HIGHWAY, 85.6 FEET NORTH OF A POWER POLE, 47.6 FEET JD1017'SOUTH OF HIGHWAY STATIONING 183+150, 46 FEET NORTH OF HIGHWAY JD1017'STATIONING 184+150, .9 FOOT SOUTH OF A METAL WITNESS POST, JD1017'.6 FOOT WEST OF A FENCE AND EAST ACROSS HIGHWAY FROM A JD1017'HOUSE. A 4-INCH CAST ALUMINUM BENCH MARK CAP FASTEN TO AN JD1017'ALUMINUM PIPE 30 INCHES DEEP WITH THE BASE REINFORCED WITH CONCRETE JD1017'AND THE TOP OF THE MARK IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0930 *********************************************************************** JD0930 DESIGNATION - M 96 RESET JD0930 PID - JD0930 JD0930 STATE/COUNTY- MO/PETTIS JD0930 USGS QUAD - LONGWOOD (1979) JD0930 JD0930 *CURRENT SURVEY CONTROL JD0930 ___________________________________________________________________ JD0930* NAD 83(1986)- 38 53 48. (N) 093 12 57. (W) SCALED JD0930* NAVD 88 - 241.46 (meters) 792.2 (feet) RESET JD0930 ___________________________________________________________________ JD0930 GEOID HEIGHT- -32.65 (meters) GEOID99 JD0930 JD0930 VERT ORDER - THIRD JD0930 JD0930.The horizontal coordinates were scaled from a topographic map and have JD0930.an estimated accuracy of +/- 6 seconds. JD0930 JD0930.The orthometric height was computed from unverified reset data. JD0930 JD0930.The geoid height was determined by GEOID99. JD0930 JD0930; North East Units Estimated Accuracy JD0930;SPC MO C - 340,200. 437,900. MT (+/- 180 meters Scaled) JD0930 JD0930 SUPERSEDED SURVEY CONTROL JD0930 JD0930.No superseded survey control is available for this station. JD0930 JD0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812053(NAD 83) JD0930_MARKER: DB = BENCH MARK DISK JD0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0930_STAMPING: M 96 RESET 1966 JD0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0930+STABILITY: SURFACE MOTION JD0930 JD0930 HISTORY - Date Condition Report By JD0930 HISTORY - 1966 MONUMENTED CGS JD0930 JD0930 STATION DESCRIPTION JD0930 JD0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JD0930'13.1 MI N FROM SEDALIA. JD0930'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0930'RAILROAD STATION AT SEDALIA, THENCE 12.85 MILES NORTH ALONG OLD JD0930'U.S. HIGHWAY 65, AT THE WEST EDGE OF THE HIGHWAY RIGHT OF WAY, JD0930'16 FEET NORTH OF THE CENTERLINE OF A FARM DRIVEWAY, 1.5 FEET JD0930'NORTH OF A METAL WITNESS POST AND 1.5 FEET EAST OF RIGHT OF WAY JD0930'FENCE. A STANDARD BENCH MARK DISK SET IN THE TOP OF A ROUND JD0930'CONCRETE POST PROJECTING 4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1015 *********************************************************************** JD1015 DESIGNATION - N 259 RESET JD1015 PID - JD1015 JD1015 STATE/COUNTY- MO/PETTIS JD1015 USGS QUAD - SEDALIA WEST (1973) JD1015 JD1015 *CURRENT SURVEY CONTROL JD1015 ___________________________________________________________________ JD1015* NAD 83(1986)- 38 37 32. (N) 093 16 03. (W) SCALED JD1015* NAVD 88 - 272.82 (meters) 895.1 (feet) RESET JD1015 ___________________________________________________________________ JD1015 GEOID HEIGHT- -32.70 (meters) GEOID99 JD1015 JD1015 VERT ORDER - THIRD JD1015 JD1015.The horizontal coordinates were scaled from a topographic map and have JD1015.an estimated accuracy of +/- 6 seconds. JD1015 JD1015.The orthometric height was computed from unverified reset data. JD1015.No vertical observational check was made to the station. JD1015 JD1015.The geoid height was determined by GEOID99. JD1015 JD1015; North East Units Estimated Accuracy JD1015;SPC MO C - 310,150. 433,170. MT (+/- 180 meters Scaled) JD1015 JD1015 SUPERSEDED SURVEY CONTROL JD1015 JD1015 NGVD 29 (10/29/03) 272.72 (m) 894.7 (f) RESET 3 JD1015 JD1015.Superseded values are not recommended for survey control. JD1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1015.See file dsdata.txt to determine how the superseded data were derived. JD1015 JD1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC767752(NAD 83) JD1015_MARKER: P = PIPE CAP JD1015_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD1015_STAMPING: N 259 RESET 1974 JD1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1015 JD1015 HISTORY - Date Condition Report By JD1015 HISTORY - 1974 MONUMENTED NGS JD1015 JD1015 STATION DESCRIPTION JD1015 JD1015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1015'7 MI S FROM SEDALIA. JD1015'ABOUT 2.2 MILES SOUTHWEST ALONG THE MISSOURI, KANSAS AND TEXAS JD1015'RAILROAD FROM THE STATION AT SEDALIA, THENCE 4.8 MILES SOUTH JD1015'ALONG U.S. HIGHWAY 65 TO COUNTY ROAD F AND THE BENCH MARK ON JD1015'THE LEFT, OR 1.9 MILES WEST ALONG COUNTY ROAD V FROM THE BRIDGE JD1015'OVER SPRING FORK CREEK AT SPRING FORK, THENCE 3.25 MILES NORTH JD1015'ALONG U.S. HIGHWAY 65 TO COUNTY ROAD F AND THE BENCH MARK ON JD1015'THE RIGHT, 38 FEET NORTH OF BLACKTOP ROAD, 7.6 FEET NORTHWEST JD1015'OF A CORNER FENCE POST, 1.7 FEET SOUTHEAST OF A FENCE BRACE JD1015'POST, 0.8 FEET SOUTHWEST OF A FENCE, 0.9 FOOT NORTHWEST OF A JD1015'METAL WITNESS POST AND ON THE EAST RIGHT-OF-WAY OF HIGHWAY 65 JD1015'AND ON THE NORTH RIGHT-OF-WAY OF THE COUNTY ROAD. A 4-INCH JD1015'CAST ALUMINUM BENCH MARK CAP FASTEN TO AN ALUMINUM PIPE 30 INCHES JD1015'DEEP WITH THE BASE REINFORCED WITH CONCRETE AND THE TOP OF THE JD1015'MARK IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1013 *********************************************************************** JD1013 DESIGNATION - P 259 RESET JD1013 PID - JD1013 JD1013 STATE/COUNTY- MO/PETTIS JD1013 USGS QUAD - IONIA (1973) JD1013 JD1013 *CURRENT SURVEY CONTROL JD1013 ___________________________________________________________________ JD1013* NAD 83(1986)- 38 36 36. (N) 093 16 03. (W) SCALED JD1013* NAVD 88 - 287.20 (meters) 942.3 (feet) RESET JD1013 ___________________________________________________________________ JD1013 GEOID HEIGHT- -32.69 (meters) GEOID99 JD1013 JD1013 VERT ORDER - THIRD JD1013 JD1013.The horizontal coordinates were scaled from a topographic map and have JD1013.an estimated accuracy of +/- 6 seconds. JD1013 JD1013.The orthometric height was computed from unverified reset data. JD1013.No vertical observational check was made to the station. JD1013 JD1013.The geoid height was determined by GEOID99. JD1013 JD1013; North East Units Estimated Accuracy JD1013;SPC MO C - 308,420. 433,160. MT (+/- 180 meters Scaled) JD1013 JD1013 SUPERSEDED SURVEY CONTROL JD1013 JD1013 NGVD 29 (10/29/03) 287.10 (m) 941.9 (f) RESET 3 JD1013 JD1013.Superseded values are not recommended for survey control. JD1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1013.See file dsdata.txt to determine how the superseded data were derived. JD1013 JD1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC767735(NAD 83) JD1013_MARKER: DB = BENCH MARK DISK JD1013_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED JD1013+WITH SETTING: INTO GROUND JD1013_STAMPING: P 259 RESET 1974 JD1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1013+STABILITY: SURFACE MOTION JD1013 JD1013 HISTORY - Date Condition Report By JD1013 HISTORY - 1974 MONUMENTED NGS JD1013 JD1013 STATION DESCRIPTION JD1013 JD1013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1013'4 MI NW FROM SPRING FORK. JD1013'ABOUT 1.9 MILES WEST ALONG COUNTY ROAD V FROM THE BRIDGE OVER JD1013'SPRING FORK CREEK AT SPRING FORK, THENCE 2.15 MILES NORTH ALONG JD1013'U.S. HIGHWAY 65, OR 2.2 MILES SOUTHWEST ALONG THE MISSOURI, JD1013'KANSAS AND TEXAS RAILROAD FROM THE STATION AT SEDALIA, THENCE JD1013'5.9 MILES SOUTH ALONG U.S. HIGHWAY 65 AND COUNTY ROAD F, IN SECTION JD1013'5, T 44 N, R 21 W, 56.5 FEET NORTH OF THE CENTER OF A DRIVEWAY JD1013'TO HOUSE, 7 FEET WEST OF A POWER POLE, 1 FOOT SOUTHWEST OF A JD1013'METAL WITNESS POST, 1 FOOT WEST OF A FENCE AND ON THE EAST JD1013'RIGHT-OF-WAY OF HIGHWAY 65. A STANDARD BENCH MARK DISK, CRIMPED JD1013'TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE JD1013'BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE WITH GRAVEL JD1013'AND THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1011 *********************************************************************** JD1011 DESIGNATION - Q 259 RESET JD1011 PID - JD1011 JD1011 STATE/COUNTY- MO/PETTIS JD1011 USGS QUAD - IONIA (1973) JD1011 JD1011 *CURRENT SURVEY CONTROL JD1011 ___________________________________________________________________ JD1011* NAD 83(1986)- 38 35 37. (N) 093 16 06. (W) SCALED JD1011* NAVD 88 - 279.37 (meters) 916.6 (feet) RESET JD1011 ___________________________________________________________________ JD1011 GEOID HEIGHT- -32.67 (meters) GEOID99 JD1011 JD1011 VERT ORDER - THIRD JD1011 JD1011.The horizontal coordinates were scaled from a topographic map and have JD1011.an estimated accuracy of +/- 6 seconds. JD1011 JD1011.The orthometric height was computed from unverified reset data. JD1011.No vertical observational check was made to the station. JD1011 JD1011.The geoid height was determined by GEOID99. JD1011 JD1011; North East Units Estimated Accuracy JD1011;SPC MO C - 306,600. 433,070. MT (+/- 180 meters Scaled) JD1011 JD1011 SUPERSEDED SURVEY CONTROL JD1011 JD1011 NGVD 29 (10/29/03) 279.26 (m) 916.2 (f) RESET 3 JD1011 JD1011.Superseded values are not recommended for survey control. JD1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1011.See file dsdata.txt to determine how the superseded data were derived. JD1011 JD1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC766717(NAD 83) JD1011_MARKER: P = PIPE CAP JD1011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD1011_STAMPING: Q 259 RESET 1974 JD1011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1011 JD1011 HISTORY - Date Condition Report By JD1011 HISTORY - 1974 MONUMENTED NGS JD1011 JD1011 STATION DESCRIPTION JD1011 JD1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1011'2.9 MI NW FROM SPRING FORK. JD1011'ABOUT 1.9 MILES WEST ALONG COUNTY ROAD V FROM THE BRIDGE OVER JD1011'SPRING FORK CREEK AT SPRING FORK, THENCE 1.0 MILE NORTH ALONG JD1011'U.S. HIGHWAY 65, IN SECTION 8, T 44 N, R 21 W, ABOUT 170 FEET JD1011'NORTH OF THE CENTER OF A COUNTY ROAD GOING EAST FROM U.S. HIGHWAY JD1011'65, 5 FEET NORTH OF A POWER POLE, 1 FOOT SOUTH OF A METAL WITNESS JD1011'POST, ON THE EAST RIGHT-OF-WAY OF HIGHWAY 65 AND IN LINE WITH JD1011'POWER LINE POLES GOING NORTH AND SOUTH. A 4-INCH CAST ALUMINUM JD1011'BENCH MARK CAP FASTEN TO AN ALUMINUM PIPE 30 INCHES DEEP WITH JD1011'THE BASE REINFORCED WITH CONCRETE AND THE TOP OF THE MARK IS JD1011'FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0929 *********************************************************************** JD0929 DESIGNATION - Q 288 RESET JD0929 PID - JD0929 JD0929 STATE/COUNTY- MO/PETTIS JD0929 USGS QUAD - LONGWOOD (1979) JD0929 JD0929 *CURRENT SURVEY CONTROL JD0929 ___________________________________________________________________ JD0929* NAD 83(1986)- 38 53 02. (N) 093 12 58. (W) SCALED JD0929* NAVD 88 - 240.66 (meters) 789.6 (feet) RESET JD0929 ___________________________________________________________________ JD0929 GEOID HEIGHT- -32.65 (meters) GEOID99 JD0929 JD0929 VERT ORDER - THIRD JD0929 JD0929.The horizontal coordinates were scaled from a topographic map and have JD0929.an estimated accuracy of +/- 6 seconds. JD0929 JD0929.The orthometric height was computed from unverified reset data. JD0929 JD0929.The geoid height was determined by GEOID99. JD0929 JD0929; North East Units Estimated Accuracy JD0929;SPC MO C - 338,790. 437,870. MT (+/- 180 meters Scaled) JD0929 JD0929 SUPERSEDED SURVEY CONTROL JD0929 JD0929.No superseded survey control is available for this station. JD0929 JD0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD812039(NAD 83) JD0929_MARKER: DB = BENCH MARK DISK JD0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0929_STAMPING: Q 288 RESET 1966 JD0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0929+STABILITY: SURFACE MOTION JD0929 JD0929 HISTORY - Date Condition Report By JD0929 HISTORY - 1966 MONUMENTED CGS JD0929 JD0929 STATION DESCRIPTION JD0929 JD0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JD0929'12.2 MI N FROM SEDALIA. JD0929'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0929'RAILROAD STATION AT SEDALIA, THENCE 11.9 MILES NORTH ALONG OLD JD0929'U.S. HIGHWAY 65, ABOUT 100 YARDS NORTH OF CROSSROADS, ON THE JD0929'EAST RIGHT-OF-WAY OF THE HIGHWAY, 5 FEET EAST OF A POST MARKING JD0929'AN UNDERGROUND CABLE, 2 FEET SOUTH OF A METAL WITNESS POST, AND JD0929'1 FOOT WEST OF A FENCE. A STANDARD BENCH MARK DISK SET IN THE JD0929'TOP OF A ROUND CONCRETE POST PROJECTING ABOUT 5 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1009 *********************************************************************** JD1009 DESIGNATION - R 270 RESET JD1009 PID - JD1009 JD1009 STATE/COUNTY- MO/PETTIS JD1009 USGS QUAD - IONIA (1973) JD1009 JD1009 *CURRENT SURVEY CONTROL JD1009 ___________________________________________________________________ JD1009* NAD 83(1986)- 38 34 42. (N) 093 16 10. (W) SCALED JD1009* NAVD 88 - 282.81 (meters) 927.9 (feet) RESET JD1009 ___________________________________________________________________ JD1009 GEOID HEIGHT- -32.66 (meters) GEOID99 JD1009 JD1009 VERT ORDER - THIRD JD1009 JD1009.The horizontal coordinates were scaled from a topographic map and have JD1009.an estimated accuracy of +/- 6 seconds. JD1009 JD1009.The orthometric height was computed from unverified reset data. JD1009.No vertical observational check was made to the station. JD1009 JD1009.The geoid height was determined by GEOID99. JD1009 JD1009; North East Units Estimated Accuracy JD1009;SPC MO C - 304,910. 432,960. MT (+/- 180 meters Scaled) JD1009 JD1009 SUPERSEDED SURVEY CONTROL JD1009 JD1009 NGVD 29 (10/29/03) 282.70 (m) 927.5 (f) RESET 3 JD1009 JD1009.Superseded values are not recommended for survey control. JD1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1009.See file dsdata.txt to determine how the superseded data were derived. JD1009 JD1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC765700(NAD 83) JD1009_MARKER: P = PIPE CAP JD1009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD1009_STAMPING: R 270 RESET 1974 JD1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1009 JD1009 HISTORY - Date Condition Report By JD1009 HISTORY - 1974 MONUMENTED NGS JD1009 JD1009 STATION DESCRIPTION JD1009 JD1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD1009'1.9 MI W FROM SPRING FORK. JD1009'ABOUT 1.9 MILES WEST ALONG COUNTY ROAD V FROM THE BRIDGE OVER JD1009'SPRING FORK CREEK AT SPRING FORK, AT THE JUNCTION OF U.S. HIGHWAY JD1009'65, ON THE EAST RIGHT-OF-WAY OF HIGHWAY 65, 8 FEET NORTH OF A JD1009'POWER POLE, .6 FOOT SOUTH OF A METAL WITNESS POST, IN THE JD1009'SOUTHEAST ANGLE OF THE INTERSECTION. A 4-INCH CAST ALUMINUM JD1009'BENCH MARK CAP FASTEN TO AN ALUMINUM PIPE 30 INCHES DEEP WITH JD1009'THE BASE REINFORCED WITH CONCRETE AND THE TOP OF THE MARK IS JD1009'FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0934 *********************************************************************** JD0934 DESIGNATION - T 288 RESET JD0934 PID - JD0934 JD0934 STATE/COUNTY- MO/PETTIS JD0934 USGS QUAD - LONGWOOD (1979) JD0934 JD0934 *CURRENT SURVEY CONTROL JD0934 ___________________________________________________________________ JD0934* NAD 83(1986)- 38 56 13. (N) 093 12 32. (W) SCALED JD0934* NAVD 88 - 241.37 (meters) 791.9 (feet) RESET JD0934 ___________________________________________________________________ JD0934 GEOID HEIGHT- -32.62 (meters) GEOID99 JD0934 JD0934 VERT ORDER - THIRD JD0934 JD0934.The horizontal coordinates were scaled from a topographic map and have JD0934.an estimated accuracy of +/- 6 seconds. JD0934 JD0934.The orthometric height was computed from unverified reset data. JD0934 JD0934.The geoid height was determined by GEOID99. JD0934 JD0934; North East Units Estimated Accuracy JD0934;SPC MO C - 344,670. 438,540. MT (+/- 180 meters Scaled) JD0934 JD0934 SUPERSEDED SURVEY CONTROL JD0934 JD0934.No superseded survey control is available for this station. JD0934 JD0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD818098(NAD 83) JD0934_MARKER: DB = BENCH MARK DISK JD0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0934_STAMPING: T 288 RESET 1966 JD0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0934+STABILITY: SURFACE MOTION JD0934 JD0934 HISTORY - Date Condition Report By JD0934 HISTORY - 1966 MONUMENTED CGS JD0934 JD0934 STATION DESCRIPTION JD0934 JD0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JD0934'16.2 MI N FROM SEDALIA. JD0934'ABOUT 0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE JD0934'RAILROAD STATION AT SEDALIA, THENCE 15.9 MILES NORTH ALONG OLD JD0934'U.S. HIGHWAY 65, IN THE SOUTHEAST ANGLE OF CROSSROADS, ABOUT 142 JD0934'FEET EAST OF THE CENTERLINE OF THE NEW HIGHWAY, ABOUT 65 FEET JD0934'SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 9.5 FEET JD0934'NORTHEAST OF A METAL POST MARKING AN UNDERGROUND TELEPHONE JD0934'LINE AND 1.5 FEET NORTH OF A METAL WITNESS POST, A STANDARD BENCH JD0934'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 JD0934'INCHES.