1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KC0672 *********************************************************************** KC0672 DESIGNATION - AUXVASSE RESET KC0672 PID - KC0672 KC0672 STATE/COUNTY- MO/CALLAWAY KC0672 USGS QUAD - AUXVASSE (1972) KC0672 KC0672 *CURRENT SURVEY CONTROL KC0672 ___________________________________________________________________ KC0672* NAD 83(1997)- 39 00 38.59379(N) 091 53 49.71306(W) ADJUSTED KC0672* NAVD 88 - 264.68 (+/-2cm) 868.4 (feet) VERTCON KC0672 ___________________________________________________________________ KC0672 LAPLACE CORR- 0.76 (seconds) DEFLEC99 KC0672 GEOID HEIGHT- -32.41 (meters) GEOID99 KC0672 KC0672 HORZ ORDER - SECOND KC0672 VERT ORDER - THIRD ? (See Below) KC0672 KC0672.The horizontal coordinates were established by classical geodetic methods KC0672.and adjusted by the National Geodetic Survey in February 2000. KC0672 KC0672.The NAVD 88 height was computed by applying the VERTCON shift value to KC0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KC0672.The vertical order pertains to the superseded datum. KC0672 KC0672.The Laplace correction was computed from DEFLEC99 derived deflections. KC0672 KC0672.The geoid height was determined by GEOID99. KC0672 KC0672; North East Units Scale Converg. KC0672;SPC MO C - 352,793.765 552,212.216 MT 0.99996689 +0 22 46.2 KC0672;UTM 15 - 4,318,544.751 595,485.188 MT 0.99971227 +0 41 39.3 KC0672 KC0672: Primary Azimuth Mark Grid Az KC0672:SPC MO C - AUXVASSE AZ MK 184 14 29.8 KC0672:UTM 15 - AUXVASSE AZ MK 183 55 36.7 KC0672 KC0672|---------------------------------------------------------------------| KC0672| PID Reference Object Distance Geod. Az | KC0672| dddmmss.s | KC0672| KC0673 AUXVASSE MUNICIPAL TANK APPROX. 0.7 KM 0021437.4 | KC0672| CL8853 AUXVASSE RM 1 27.872 METERS 08415 | KC0672| CL8852 AUXVASSE AZ MK 1843716.0 | KC0672| CL8854 AUXVASSE RM 2 32.190 METERS 19723 | KC0672| JC1572 KINGDOM CITY SW BELL TEL TOWER APPROX. 8.1 KM 2082747.5 | KC0672| JC1571 KINGDOM CITY SW BELL TEL APPROX. 8.1 KM 2082953.9 | KC0672|---------------------------------------------------------------------| KC0672 KC0672 SUPERSEDED SURVEY CONTROL KC0672 KC0672 NAD 83(1997)- 39 00 38.60446(N) 091 53 49.71849(W) AD( ) 2 KC0672 NAD 83(1986)- 39 00 38.60579(N) 091 53 49.71815(W) AD( ) 2 KC0672 NAD 27 - 39 00 38.45980(N) 091 53 49.08300(W) AD( ) 2 KC0672 NGVD 29 (07/19/86) 264.68 (m) 868.4 (f) LEVELING 3 KC0672 KC0672.Superseded values are not recommended for survey control. KC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KC0672.See file dsdata.txt to determine how the superseded data were derived. KC0672 KC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD9548518545(NAD 83) KC0672_MARKER: DH = HORIZONTAL CONTROL DISK KC0672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KC0672_STAMPING: AUXVASSE 1949 1984 KC0672_MARK LOGO: NGS KC0672_MAGNETIC: N = NO MAGNETIC MATERIAL KC0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KC0672+STABILITY: SURFACE MOTION KC0672 KC0672 HISTORY - Date Condition Report By KC0672 HISTORY - 1984 MONUMENTED NGS KC0672 KC0672 STATION DESCRIPTION KC0672 KC0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 KC0672'THE SURFACE STATION MARK, RM 1 AND THE AZ MK WERE RECOVERED IN GOOD KC0672'CONDITION. RM 2 WAS FOUND IN FAIR CONDITION, APPARENTLY HAVING BEEN KC0672'SLIGHTLY DISTURBED. THE AZ MK WAS OBSTRUCTED THIS DATE BY A TEMPORARY KC0672'BILLBOARD FOR A CANDIDATE. THE ANGLE BETWEEN THE RMS FAILED TO AGREE KC0672'WITH 1963 DATA BY 4 MINUTES, 30 SECONDS. THE DISTANCE TO RM AGREED KC0672'WITH 1963 DATA, HOWEVER, THE DISTANCE TO R M 2 WAS 0.09 FT (2.74 CM) KC0672'LONGER. THE DISTANCE BETWEEN THE RMS WAS 0.14 FT (4.27 CM) LONGER KC0672'THAN A VALUE COMPUTED FROM 1963 OBSERVATIONS. ONE CORNER OF RM 2 KC0672'MONUMENTS WAS CHIPPED OFF, INDICATING THE MARK HAS BEEN STRUCK. THE KC0672'STATION SITE IS NOW A VACANT LOT. THE BARN AND FENCES ARE GONE. DUE KC0672'TO THE CHANGES, A NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED IN KC0672'AUXVASSE, 0.4 MI (0.6 KM) S OF THE POST OFFICE AND IN THE SE ANGLE OF KC0672'THE INTERSECTION OF MAIN STREET AND JOHSON DRIVE, ON PROPERTY OWNED BY KC0672'ROGER MOSER, RURAL ROUTE 1, AUXVASSE, MO. KC0672' KC0672'THE STATION IS A STANDARD CGS DISK STAMPED---AUXVASSE 1949 1984---, KC0672'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN KC0672'DIAMETER, RECESSED 04 INCHES (10 CM) BELOW THE GROUND. THE STATION IS KC0672'LOCATED 57.5 FT (17.5 M) E FROM THE CENTERLINE OF MAIN STREET, 38.0 FT KC0672'(11.6 M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 28.0 FT (8.5 M) SE KC0672'FROM A JUNCTION POWERLINE POLE, 24.6 FT (7.5 M) SE FROM A WITNESS KC0672'POST, 19.2 FT (5.9 M) ENE FROM A 2-FT IN DIAMETER MANHOLE. RM NO 01, KC0672'IS A STANDARD CGS DISK STAMPED---AUXVASSE NO 1 1949---, SET INTO THE KC0672'TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN DIAMETER, KC0672'PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND. THE STATION IS LOCATED KC0672'147.5 FT (45.0 M) E FROM THE CENTERLINE OF MAIN STREET, 27.0 FT (8.2 KC0672'M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 19.8 FT (6.0 M) WSW FROM A KC0672'POWERLINE POLE, AND 1.5 FT (0.5 M) LOWER THAN THE STATION. RM NO 02, KC0672'IS A STANDARD CGS DISK STAMPED---AUXVASSE NO 2 1949---, SET INTO THE KC0672'TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN DIAMETER, KC0672'PROJECTING 03 INCHES (8 CM) ABOVE THE GROUND. THE STATION IS LOCATED KC0672'141.5 FT (43.1 M) S FROM THE CENTERLINE OF JOHNSON DRIVE, 30.5 FT (9.3 KC0672'M) E FROM THE CENTERLINE OF MAIN STREET, 61.0 FT (18.6 M) N FROM THE KC0672'CENTERLINE OF A PRIVATE DRIVE, AND 2.0 FT (0.6 M) HIGHER THAN THE KC0672'STATION. AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---AUXVASSE KC0672'1949---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES KC0672'(30 CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 29.5 KC0672'FT (9.0 M) W FROM THE CENTERLINE OF THE HWY, 10.0 FT (3.0 M) S FROM KC0672'THE CENTERLINE OF THE S DRIVE OF THE CEMETERY, 1.5 FT (0.5 M) E FROM KC0672'AN OLD CONCRETE FENCE CORNER POST, 1.0 FT (0.3 M) N FROM A WITNESS KC0672'POST. TO REACH THE AZ MK FROM THE POST OFFICE IN AUXVASSE, GO S ON KC0672'MAIN STREET AND U.S HWY 54 FOR 0.4 MI (0.6 KM) TO JOHNSON DRIVE AND KC0672'THE STATION MARK ON THE LEFT. CONTINUE S ON THE HWY FOR 0.6 MI (1.0 KC0672'KM) TO THE MARK ON THE RIGHT, AT THE SE CORNER OF THE AUXVASSE KC0672'CEMETERY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0112 *********************************************************************** JD0112 DESIGNATION - D 147 RESET JD0112 PID - JD0112 JD0112 STATE/COUNTY- MO/CALLAWAY JD0112 USGS QUAD - NEW BLOOMFIELD (1981) JD0112 JD0112 *CURRENT SURVEY CONTROL JD0112 ___________________________________________________________________ JD0112* NAD 83(1986)- 38 41 27. (N) 092 05 51. (W) SCALED JD0112* NAVD 88 - 261.62 (meters) 858.3 (feet) RESET JD0112 ___________________________________________________________________ JD0112 GEOID HEIGHT- -32.35 (meters) GEOID99 JD0112 JD0112 VERT ORDER - THIRD JD0112 JD0112.The horizontal coordinates were scaled from a topographic map and have JD0112.an estimated accuracy of +/- 6 seconds. JD0112 JD0112.The orthometric height was computed from unverified reset data. JD0112 JD0112.The geoid height was determined by GEOID99. JD0112 JD0112; North East Units Estimated Accuracy JD0112;SPC MO C - 317,190. 535,020. MT (+/- 180 meters Scaled) JD0112 JD0112 SUPERSEDED SURVEY CONTROL JD0112 JD0112 NGVD 29 (??/??/??) 858.39 (m) 2816.2 (f) RESET 3 JD0112 JD0112.Superseded values are not recommended for survey control. JD0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0112.See file dsdata.txt to determine how the superseded data were derived. JD0112 JD0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC784828(NAD 83) JD0112_MARKER: DB = BENCH MARK DISK JD0112_SETTING: 30 = CONCRETE BASE JD0112_STAMPING: D 147 RESET 1956 JD0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0112 JD0112 HISTORY - Date Condition Report By JD0112 HISTORY - 1956 MONUMENTED CGS JD0112 JD0112 STATION DESCRIPTION JD0112 JD0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 JD0112'1.9 MI S FROM NEW BLOOMFIELD. JD0112'1.9 MILES SOUTH ALONG U.S. HIGHWAY 54 FROM THE FARMERS BANK JD0112'BUILDING AT NEW BLOOMFIELD, 58.74 FEET WEST OF CENTERLINE OF JD0112'U.S. HIGHWAY 54 AND 77 FEET NORTH OF THE CENTERLINE OF AN JD0112'EAST-WEST COUNTY ROAD, AND THE SOUTHEAST CORNER OF CONCRETE JD0112'FOUNDATION TO BRICK RESIDENCE = 48.8 FEET AND THE CENTER OF JD0112'FOUNDATION OF CONCRETE PORCH = 30.76 FEET WEST. A STANDARD JD0112'DISK, STAMPED D 147 RESET 1956 AND SET IN CONCRETE BASE TO A JD0112'LIGHT PEDESTAL. (IN KNOCKING OUT OLD MARK, FOUND BASE HAD JD0112'BEEN BROKEN OFF, AND TOP PIECE SET IN HOLE WITH DIRT BETWEEN JD0112'PIECES. PRECISE ELEVATION DOUBTFUL.) 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0122 *********************************************************************** JD0122 DESIGNATION - JEFF 2 JD0122 PID - JD0122 JD0122 STATE/COUNTY- MO/CALLAWAY JD0122 USGS QUAD - JEFFERSON CITY (1981) JD0122 JD0122 *CURRENT SURVEY CONTROL JD0122 ___________________________________________________________________ JD0122* NAD 83(1997)- 38 35 36.51748(N) 092 09 53.88732(W) ADJUSTED JD0122* NAVD 88 - 166.69 (meters) 546.9 (feet) RESET JD0122 ___________________________________________________________________ JD0122 LAPLACE CORR- 0.39 (seconds) DEFLEC99 JD0122 GEOID HEIGHT- -32.30 (meters) GEOID99 JD0122 JD0122 HORZ ORDER - THIRD JD0122 VERT ORDER - THIRD JD0122 JD0122.This mark is at Jefferson City Mem Airport (JEF) JD0122 JD0122.The horizontal coordinates were established by classical geodetic methods JD0122.and adjusted by the National Geodetic Survey in February 2000. JD0122.No horizontal observational check was made to the station. JD0122 JD0122.The orthometric height was computed from unverified reset data. JD0122 JD0122.The Laplace correction was computed from DEFLEC99 derived deflections. JD0122 JD0122.The geoid height was determined by GEOID99. JD0122 JD0122; North East Units Scale Converg. JD0122;SPC MO C - 306,358.269 529,185.988 MT 0.99994382 +0 12 32.4 JD0122;UTM 15 - 4,271,996.436 572,719.330 MT 0.99966512 +0 31 15.3 JD0122 JD0122: Primary Azimuth Mark Grid Az JD0122:SPC MO C - JEFFERSON CITY APT STA B3 022 34 49.0 JD0122:UTM 15 - JEFFERSON CITY APT STA B3 022 16 06.1 JD0122 JD0122|---------------------------------------------------------------------| JD0122| PID Reference Object Distance Geod. Az | JD0122| dddmmss.s | JD0122| CN5545 JEFFERSON CITY APT STA B3 0224721.4 | JD0122| JD0123 JEFF 2 RM 3 14.156 METERS 04310 | JD0122| JD0124 JEFF 2 RM 4 15.039 METERS 16404 | JD0122| JD2487 JEFFERSON CITY MO CAPITOL DOME APPROX. 1.7 KM 2034052.5 | JD0122| JD2486 JEFFERSON CITY MO POWER S STK APPROX. 1.6 KM 2140556.2 | JD0122| JD2483 JEFFERSON CITY MO POWER N STK APPROX. 1.6 KM 2143305.0 | JD0122| JD0121 JEFF 16.893 METERS 23644 | JD0122|---------------------------------------------------------------------| JD0122 JD0122 SUPERSEDED SURVEY CONTROL JD0122 JD0122 NAD 83(1986)- 38 35 36.52789(N) 092 09 53.89372(W) AD( ) 3 JD0122 NAD 27 - 38 35 36.41152(N) 092 09 53.23395(W) AD( ) 3 JD0122 JD0122.Superseded values are not recommended for survey control. JD0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0122.See file dsdata.txt to determine how the superseded data were derived. JD0122 JD0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC7271971996(NAD 83) JD0122_MARKER: DS = TRIANGULATION STATION DISK JD0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0122_STAMPING: JEFF 2 1966 JD0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0122+STABILITY: SURFACE MOTION JD0122 JD0122 HISTORY - Date Condition Report By JD0122 HISTORY - 1966 MONUMENTED CGS JD0122 HISTORY - 1966 GOOD CGS JD0122 HISTORY - 1973 GOOD NGS JD0122 HISTORY - 1978 GOOD NGS JD0122 HISTORY - 1981 GOOD NGS JD0122 JD0122 STATION DESCRIPTION JD0122 JD0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB) JD0122'STATION IS LOCATED ABOUT 1 MILE NORTH-NORTHEAST OF THE STATE JD0122'CAPITAL BUILDING IN JEFFERSON CITY, 3/4 MILES SOUTHEAST OF CEDAR JD0122'CITY, 0.4 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 54 AND 63, JD0122'AT THE WEST SIDE OF THE NEW JEFFERSON CITY, MEMORIAL AIRPORT JD0122'TERMINAL, AND IN THE NORTHEAST QUARTER OF SECTION 16, T. 44 JD0122'N., R. 11 W. JD0122' JD0122'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS JD0122'54 AND 63 WHICH IS NORTH OF THE HIGHWAY BRIDGE OVER THE JD0122'MISSOURI RIVER AT JEFFERSON CITY, GO NORTHERLY ON U.S. HIGHWAY JD0122'54 FOR 0.15 MILE TO A SIDE ROAD ON THE RIGHT. TURN RIGHT JD0122'AND GO EASTERLY ON THE AIRPORT ROAD FOR 0.5 MILE TO THE JD0122'JEFFERSON CITY, MEMORIAL AIRPORT TERMINAL BUILDING AND THE JD0122'STATION. JD0122' JD0122'STATION MARKS ARE STANDARD DISKS STAMPED JEFF 2 1966. THE JD0122'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS JD0122'2 INCHES BELOW THE SURFACE OF THE GROUND. IT IS 25 FEET SOUTH OF JD0122'A METAL LIGHT POLE, 23.5 FEET NORTH OF ANOTHER METAL LIGHT JD0122'POLE, 22.4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE NEW JD0122'AIRPORT TERMINAL BUILDING, AND 0.9 FEET EAST OF THE EAST JD0122'EDGE OF THE SIDEWALK IN FRONT OF THE TERMINAL BUILDING. JD0122'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE JD0122'3.2 FEET BELOW THE SURFACE OF THE GROUND. JD0122' JD0122'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JEFF 2 NO 3 JD0122'1966, IS CEMENTED IN A DRILL HOLE IN A CURB AT THE NORTH JD0122'SIDE OF THE NEW BUILDING. IT IS 23.9 FEET NORTH OF THE NORTH JD0122'END OF THE AIRPORT TERMINAL, 2 INCHES SOUTH OF THE NORTH EDGE JD0122'OF THE CURB, AND IN LINE WITH THE WEST SIDE OF THE NORTH JD0122'ENTRANCE TO THE BUILDING. JD0122' JD0122'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED JEFF 2 NO 4 1966, IS JD0122'CEMENTED IN A DRILL HOLE AT THE WEST ENTRANCE TO THE NEW JD0122'BUILDING. IT IS 12.5 FEET NORTHWEST OF THE CENTER OF THE JD0122'WEST ENTRANCE, 0.8 FEET WEST OF THE BUILDING, AND 0.4 FEET JD0122'SOUTH OF THE NORTH EDGE OF THE SIDEWALK THE MARK IS SET IN. JD0122' JD0122'THE AZIMUTH MARK IS A COAST AND GEODETIC SURVEY TOPO DISK JD0122'STAMPED AP STA. B3 1963, SET IN THE TOP OF A SQUARE CONCRETE JD0122'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT JD0122'IS 83.5 FEET NORTHEAST OF THE EXTREME NORTH CORNER OF THE JD0122'MAIN NORTHWEST-SOUTHEAST RUNWAY, AND 33.5 FEET NORTHEAST JD0122'OF A RUNWAY LIGHT. JD0122' JD0122'TO REACH THE AZIMUTH MARK FROM THE EAST SIDE OF THE NEW JD0122'TERMINAL BUILDING, GO NORTH-NORTHEAST ALONG THE TAXI STRIP FOR JD0122'0.25 MILE TO THE NORTH CORNER OF THE RUNWAY AND THE MARK JD0122'AS DESCRIBED. JD0122 JD0122 STATION RECOVERY (1966) JD0122 JD0122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 JD0122'1 MI NNE FROM JEFFERSON CITY. JD0122'AT THE JEFFERSON CITY, MEMORIAL AIRPORT, 0.4 MILE SOUTHEAST OF JD0122'JUNCTION OF U.S. HIGHWAYS 54 AND 63, 25 FEET SOUTH OF A METAL JD0122'LIGHT POLE, 23.5 FEET NORTH OF ANOTHER METAL LIGHT POLE, 22.4 JD0122'FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE NEW AIRPORT JD0122'TERMINAL BUILDING, AND 0.9 FEET EAST OF THE EAST EDGE OF THE JD0122'SIDEWALK IN FRONT ON THE NEW TERMINAL BUILDING. A STANDARD JD0122'TRIANGULATION-STATION DISK SET IN THE TOP OF A ROUND CONCRETE JD0122'POST WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. JD0122 JD0122 STATION RECOVERY (1973) JD0122 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW) JD0122'MARK WAS RECOVERED AS DESCRIBED. JD0122' JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN JD0122'1 MILE NORTH-NORTHEAST OF JEFFERSON CITY. JD0122 JD0122 STATION RECOVERY (1978) JD0122 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DRM) JD0122'STATION, REFERENCE MARKS, AND AZIMUTH MARK RECOVERED AS DESCRIBED. JD0122' JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN JD0122'AT JEFFERSON CITY MEMORIAL AIRPORT. JD0122 JD0122 STATION RECOVERY (1981) JD0122 JD0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (GFS) JD0122'STATION AND RMS RECOVERED AS DESCRIBED. THE AZIMUTH MARK WAS JD0122'RECOVERED AS DESCRIBED EXCEPT THE CORRECT NAME IS AP STA B2 1963. JD0122' JD0122'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3/4 MILE JD0122'SOUTHEAST OF CEDER CITY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0123 *********************************************************************** JD0123 DESIGNATION - JEFF 2 RM 3 JD0123 PID - JD0123 JD0123 STATE/COUNTY- MO/CALLAWAY JD0123 USGS QUAD - JEFFERSON CITY (1981) JD0123 JD0123 *CURRENT SURVEY CONTROL JD0123 ___________________________________________________________________ JD0123* NAD 83(1986)- 38 35 36. (N) 092 09 54. (W) SCALED JD0123* NAVD 88 - 166.79 (meters) 547.2 (feet) RESET JD0123 ___________________________________________________________________ JD0123 GEOID HEIGHT- -32.30 (meters) GEOID99 JD0123 JD0123 VERT ORDER - THIRD JD0123 JD0123.This mark is at Jefferson City Mem Airport (JEF) JD0123 JD0123.The horizontal coordinates were scaled from a topographic map and have JD0123.an estimated accuracy of +/- 6 seconds. JD0123 JD0123.The orthometric height was computed from unverified reset data. JD0123 JD0123.The geoid height was determined by GEOID99. JD0123 JD0123; North East Units Estimated Accuracy JD0123;SPC MO C - 306,340. 529,180. MT (+/- 180 meters Scaled) JD0123 JD0123 SUPERSEDED SURVEY CONTROL JD0123 JD0123.No superseded survey control is available for this station. JD0123 JD0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC727719(NAD 83) JD0123_MARKER: DR = REFERENCE MARK DISK JD0123_SETTING: 30 = CURB JD0123_STAMPING: JEFF 2 NO 3 1966 JD0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0123 JD0123 HISTORY - Date Condition Report By JD0123 HISTORY - 1966 MONUMENTED CGS JD0123 JD0123 STATION DESCRIPTION JD0123 JD0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JD0123'1 MI NNE FROM JEFFERSON CITY. JD0123'AT THE JEFFERSON CITY, MEMORIAL AIRPORT, 0.4 MILE SOUTHEAST OF JD0123'THE JUNCTION OF U.S. HIGHWAYS 54 AND 63, 23.9 FEET NORTH OF THE JD0123'NORTH END OF THE NEW AIRPORT TERMINAL BUILDING, 2 INCHES SOUTH OF JD0123'THE NORTH EDGE OF A CURB, AND IN LINE WITH THE WEST SIDE OF THE JD0123'NORTH ENTRANCE TO THE TERMINAL BUILDING. A STANDARD JD0123'TRIANGULATION REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A JD0123'CURB AT THE NORTH SIDE OF THE NEW BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JC1260 *********************************************************************** JC1260 DESIGNATION - S 146 RESET JC1260 PID - JC1260 JC1260 STATE/COUNTY- MO/CALLAWAY JC1260 USGS QUAD - FULTON (1985) JC1260 JC1260 *CURRENT SURVEY CONTROL JC1260 ___________________________________________________________________ JC1260* NAD 83(1986)- 38 51 15. (N) 091 56 58. (W) SCALED JC1260* NAVD 88 - 247.67 (+/-2cm) 812.6 (feet) VERTCON JC1260 ___________________________________________________________________ JC1260 GEOID HEIGHT- -32.32 (meters) GEOID99 JC1260 JC1260 VERT ORDER - THIRD (See Below) JC1260 JC1260.The horizontal coordinates were scaled from a topographic map and have JC1260.an estimated accuracy of +/- 6 seconds. JC1260 JC1260.The NAVD 88 height was computed by applying the VERTCON shift value to JC1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1260.The vertical order pertains to the superseded datum. JC1260 JC1260.The geoid height was determined by GEOID99. JC1260 JC1260; North East Units Estimated Accuracy JC1260;SPC MO C - 335,390. 547,790. MT (+/- 180 meters Scaled) JC1260 JC1260 SUPERSEDED SURVEY CONTROL JC1260 JC1260 NGVD 29 (10/29/03) 247.69 (m) 812.6 (f) RESET 3 JC1260 JC1260.Superseded values are not recommended for survey control. JC1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1260.See file dsdata.txt to determine how the superseded data were derived. JC1260 JC1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWD911011(NAD 83) JC1260_MARKER: DB = BENCH MARK DISK JC1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC1260_STAMPING: S 146 RESET 1981 JC1260_MARK LOGO: NGS JC1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC1260+STABILITY: SURFACE MOTION JC1260 JC1260 HISTORY - Date Condition Report By JC1260 HISTORY - UNK MONUMENTED JC1260 HISTORY - 19830407 GOOD NGS JC1260 JC1260 STATION DESCRIPTION JC1260 JC1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 JC1260'IN FULTON, AT THE JUNCTION OF WEST NINTH STREET AND EAST AND WEST JC1260'WALNUT STREETS, 134 FEET EAST OF THE CENTERLINE OF WEST WALNUT JC1260'STREET, 88.5 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE JC1260'AT 209 WEST NINTH STREET, 52.5 FEET NORTHEAST OF THE NORTHEAST CORNER JC1260'HOUSE AT 838-840 WEST WALNUT STREET, 45 FEET EAST OF THE EXTENDED JC1260'CENTERLINE OF EAST WALNUT STREET, 32.0 FEET SOUTH OF THE CENTELINE OF JC1260'WEST NINTH STREET.