1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0518 *********************************************************************** HD0518 DESIGNATION - AIRPORT RESET HD0518 PID - HD0518 HD0518 STATE/COUNTY- MO/POLK HD0518 USGS QUAD - BOLIVAR (1981) HD0518 HD0518 *CURRENT SURVEY CONTROL HD0518 ___________________________________________________________________ HD0518* NAD 83(1997)- 37 36 44.20685(N) 093 25 54.56572(W) ADJUSTED HD0518* NAVD 88 - 337.96 (meters) 1108.8 (feet) RESET HD0518 ___________________________________________________________________ HD0518 LAPLACE CORR- 1.70 (seconds) DEFLEC99 HD0518 GEOID HEIGHT- -30.32 (meters) GEOID99 HD0518 HD0518 HORZ ORDER - THIRD HD0518 VERT ORDER - THIRD HD0518 HD0518.The horizontal coordinates were established by classical geodetic methods HD0518.and adjusted by the National Geodetic Survey in February 2000. HD0518 HD0518.The orthometric height was computed from unverified reset data. HD0518.No vertical observational check was made to the station. HD0518 HD0518.The Laplace correction was computed from DEFLEC99 derived deflections. HD0518 HD0518.The geoid height was determined by GEOID99. HD0518 HD0518; North East Units Scale Converg. HD0518;SPC MO C - 197,809.241 417,731.151 MT 1.00001667 -0 34 07.5 HD0518;UTM 15 - 4,162,885.719 461,888.194 MT 0.99961789 -0 15 48.8 HD0518 HD0518: Primary Azimuth Mark Grid Az HD0518:SPC MO C - AIRPORT AZ MK 202 07 15.2 HD0518:UTM 15 - AIRPORT AZ MK 201 48 56.5 HD0518 HD0518|---------------------------------------------------------------------| HD0518| PID Reference Object Distance Geod. Az | HD0518| dddmmss.s | HD0518| HD0519 AIRPORT RM 1 22.625 METERS 07407 | HD0518| HD1240 BOLIVAR POLK COUNTY COURTHOUSE APPROX. 1.8 KM 0844720.7 | HD0518| HD1245 BOLIVAR MUNICIPAL TANK APPROX. 2.0 KM 0864902.6 | HD0518| HD1243 BOLIVAR SE ELEC COOP RAD MAST APPROX. 2.3 KM 1144505.7 | HD0518| CN5527 AIRPORT RM 2 24.890 METERS 17632 | HD0518| HD1246 AIRPORT AZ MK APPROX. 0.8 KM 2013307.7 | HD0518| HD0520 AIRPORT RM 3 9.132 METERS 31712 | HD0518|---------------------------------------------------------------------| HD0518 HD0518 SUPERSEDED SURVEY CONTROL HD0518 HD0518 NAD 83(1997)- 37 36 44.20949(N) 093 25 54.56580(W) AD( ) 3 HD0518 NAD 83(1997)- 37 36 44.21881(N) 093 25 54.56564(W) AD( ) 3 HD0518 NAD 83(1986)- 37 36 44.21878(N) 093 25 54.56487(W) AD( ) 3 HD0518 NAD 27 - 37 36 44.08040(N) 093 25 53.84980(W) AD( ) 3 HD0518 NGVD 29 (10/29/03) 337.85 (m) 1108.4 (f) RESET 3 HD0518 HD0518.Superseded values are not recommended for survey control. HD0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0518.See file dsdata.txt to determine how the superseded data were derived. HD0518 HD0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB6188862886(NAD 83) HD0518_MARKER: DS = TRIANGULATION STATION DISK HD0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0518_STAMPING: AIRPORT 1960 1975 HD0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0518+STABILITY: SURFACE MOTION HD0518 HD0518 HISTORY - Date Condition Report By HD0518 HISTORY - 1960 MONUMENTED CGS HD0518 HISTORY - 1975 SEE DESCRIPTION NGS HD0518 HISTORY - 1975 GOOD NGS HD0518 HD0518 STATION DESCRIPTION HD0518 HD0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HWK) HD0518'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE BOLIVAR HD0518'AIRPORT, AT THE WEST CITY LIMITS OF BOLIVAR, IN THE NORTHWEST HD0518'QUARTER OF SECTION 11, T 33 N, R 23 W. HD0518' HD0518'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE HD0518'SQUARE IN BOLIVAR, GO WEST ON STATE HIGHWAYS 13 AND 32 FOR 1.0 HD0518'MILE TO A ROAD ON THE LEFT, ENTRANCE TO AIRPORT. CONTINUE HD0518'STRAIGHT AHEAD FOR 0.2 MILE TO THE STATION ON THE LEFT. HD0518' HD0518'STATION MARKS ARE STANDARD DISKS STAMPED AIRPORT 1960. THE HD0518'SURFACE DISK IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH HD0518'THE SURFACE OF THE GROUND. IT IS 74 FEET SOUTH OF THE CENTER HD0518'LINE OF HIGHWAYS 32 AND 13, 59 FEET EAST OF THE NORTHEAST CORNER HD0518'OF A HOUSE AND 31 FEET SOUTHEAST OF A CORNER FENCE POST. THE HD0518'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 HD0518'INCHES BELOW THE SURFACE OF THE GROUND. HD0518' HD0518'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED AIRPORT NO 1 1960, HD0518'IS SET IN A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS HD0518'50 FEET SOUTH OF THE CENTER LINE OF HIGHWAYS 32 AND 13, 1 FOOT HD0518'SOUTH OF AN EAST-WEST FENCE AND 1 FOOT EAST OF A METAL WITNESS HD0518'POST. HD0518' HD0518'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED AIRPORT NO 2 1960, HD0518'IS SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE HD0518'OF THE GROUND. IT IS 155 FEET SOUTH OF THE CENTER LINE OF HD0518'HIGHWAYS 32 AND 13, 75 FEET SOUTHEAST OF THE SOUTHEAST CORNER HD0518'OF THE HOUSE AND 28 FEET EAST OF A NORTH-SOUTH FENCE. HD0518' HD0518'AZIMUTH MARK, A STANDARD DISK STAMPED AIRPORT 1960, IS SET IN A HD0518'SQUARE CONCRETE POST WHICH PROJECTS 5 INCHES. IT IS 98 FEET HD0518'NORTH OF A POWER POLE, 40 FEET EAST OF THE CENTER OF COUNTY ROUTE HD0518'T, 1 FOOT EAST OF A NORTH-SOUTH FENCE AND 2 FEET NORTH OF A HD0518'METAL WITNESS POST. HD0518' HD0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAYS HD0518'32 AND 13 FOR 0.1 MILE TO THE JUNCTION OF COUNTY ROUTE T. TURN HD0518'LEFT AND GO 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT. HD0518' HD0518'REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION. HD0518' HD0518'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. HD0518 HD0518 STATION RECOVERY (1975) HD0518 HD0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN) HD0518'THE UNDERGROUND STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK HD0518'WERE RECOVERED AND FOUND IN GOOD CONDITION. THE SURFACE STATION HD0518'MARK WAS FOUND BROKEN OFF AND REFERENCE MARK 2 WAS SEARCHED FOR AND HD0518'IT IS BELIEVED THE MARK HAD BEEN REMOVED FROM THE AREA. A NEW HD0518'SURFACE STATION MARK WAS SET DIRECTLY ABOVE THE UNDERGROUND HD0518'MARK AND REFERENCE MARK 3 WAS ESTABLISHED THIS DATE. A LEVEL TIE WAS HD0518'ALSO MADE TO THE SURFACE STATION, REFERENCE MARK 1 AND REFERENCE HD0518'MARK 3 FROM BENCH MARK BOLT 1 (MSHD). THE DISTANCE TO REFERENCE MARK HD0518'1 MEASURED 0.02 FOOT SHORTER THIS DATE. THE DIRECTION TO HD0518'REFERENCE MARK 1 AND THE RADIO MAST FROM THE AZIMUTH MARK COMPARED HD0518'FAVORABLY WITH THE PREVIOUS DIRECTION. HD0518' HD0518'FOLLOWING IS A NEW COMPLETE DESCRIPTION-- HD0518' HD0518'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE BOLIVAR HD0518'AIRPORT, AT THE WEST CITY LIMITS OF BOLIVAR, IN THE NORTHWEST QUARTER HD0518'OF SECTION 11, T 33 N, R 23 W. HD0518' HD0518'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE HD0518'IN BOLIVAR, GO WEST ON STATE HIGHWAY 32 AND BUSINESS HIGHWAY 13 FOR HD0518'1.0 MILE TO ENTRANCE TO AIRPORT ON THE LEFT, CONTINUE WEST ON HD0518'HIGHWAY FOR 0.2 MILE TO A FRAME HOUSE AND THE STATION ON THE LEFT. HD0518' HD0518'THE SURFACE STATION MARK IS A STANDARD DISK STAMPED AIRPORT 1960 HD0518'1975, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT THAT IS 4 HD0518'INCHES BELOW THE GROUND SURFACE. IT IS 73.5 FEET SOUTH OF THE HD0518'CENTER OF THE HIGHWAY, 59 FEET EAST-NORTHEAST OF THE NORTHEAST HD0518'CORNER OF THE FRAME HOUSE, 47 FEET SOUTHEAST OF A CORNER FENCE HD0518'POST AND 1.9 FEET SOUTH OF A METAL WITNESS POST. THE HD0518'UNDERGROUND DISK IS STAMPED AIRPORT 1960, IN AN IRREGULAR MASS OF HD0518'CONCRETE ABOUT 32 INCHES BELOW THE GROUND SURFACE. HD0518' HD0518'REFERENCE MARK 1 IS A STANDARD DISK STAMPED AIRPORT NO 1 1960, SET HD0518'IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 HD0518'INCHES ABOVE THE GROUND SURFACE. IT IS 50 FEET SOUTH OF THE CENTER HD0518'OF THE HIGHWAY, 1 FOOT SOUTH OF AND EAST-WEST FENCELINE AND 1 FOOT HD0518'EAST OF A METAL WITNESS POST. HD0518' HD0518'REFERENCE MARK 3 IS A 4-INCH CAST ALUMINUM REFERENCE MARK, STAMPED HD0518'AIRPORT 1960 NO 3 1975 AND SET FLUSH WITH THE GROUND SURFACE. IT IS HD0518'51 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FRAME HOUSE AND HD0518'1.3 FEET SOUTHEAST OF AN 8-INCH DIAMETER POST. HD0518' HD0518'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1960, SET IN THE HD0518'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES HD0518'ABOVE THE GROUND SURFACE. IT IS 98 FEET NORTH OF A POWER POLE, 40 HD0518'FEET EAST OF THE CENTER OF COUNTY ROUTE T, 2 FEET NORTH OF A METAL HD0518'WITNESS POST AND 1 FOOT WEST OF A NORTH-SOUTH FENCELINE. HD0518' HD0518'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 32 AND HD0518'BUSINESS 13 FOR 0.1 MILE TO THE JUNCTION OF ROUTE T. TURN LEFT AND HD0518'GO SOUTH ON ROUTE T FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT. HD0518' HD0518'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOLIVAR. HD0518 HD0518 STATION RECOVERY (1975) HD0518 HD0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 HD0518'1.2 MI W FROM BOLIVAR. HD0518'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM HD0518'THE NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 73.5 FEET HD0518'SOUTH OF THE CENTER OF THE HIGHWAY, 59 FEET EAST-NORTHEAST HD0518'OF THE NORTHEAST CORNER OF A FRAME HOUSE, 47 FEET SOUTHEAST HD0518'OF A CORNER FENCE POST AND 1.9 FEET SOUTH OF A METAL WITNESS HD0518'POST. A TRIANGULATION STATION DISK STAMPED AIRPORT 1960 1975, HD0518'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT HD0518'THAT IS 4 INCHES BELOW THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0519 *********************************************************************** HD0519 DESIGNATION - AIRPORT RM 1 HD0519 PID - HD0519 HD0519 STATE/COUNTY- MO/POLK HD0519 USGS QUAD - BOLIVAR (1981) HD0519 HD0519 *CURRENT SURVEY CONTROL HD0519 ___________________________________________________________________ HD0519* NAD 83(1986)- 37 36 44. (N) 093 25 54. (W) SCALED HD0519* NAVD 88 - 338.02 (meters) 1109.0 (feet) RESET HD0519 ___________________________________________________________________ HD0519 GEOID HEIGHT- -30.32 (meters) GEOID99 HD0519 HD0519 VERT ORDER - THIRD HD0519 HD0519.The horizontal coordinates were scaled from a topographic map and have HD0519.an estimated accuracy of +/- 6 seconds. HD0519 HD0519.The orthometric height was computed from unverified reset data. HD0519.No vertical observational check was made to the station. HD0519 HD0519.The geoid height was determined by GEOID99. HD0519 HD0519; North East Units Estimated Accuracy HD0519;SPC MO C - 197,800. 417,750. MT (+/- 180 meters Scaled) HD0519 HD0519 SUPERSEDED SURVEY CONTROL HD0519 HD0519 NGVD 29 (10/29/03) 337.91 (m) 1108.6 (f) RESET 3 HD0519 HD0519.Superseded values are not recommended for survey control. HD0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0519.See file dsdata.txt to determine how the superseded data were derived. HD0519 HD0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB619628(NAD 83) HD0519_MARKER: DR = REFERENCE MARK DISK HD0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0519_STAMPING: AIRPORT NO 1 1960 HD0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0519+STABILITY: SURFACE MOTION HD0519 HD0519 HISTORY - Date Condition Report By HD0519 HISTORY - 1960 MONUMENTED CGS HD0519 HISTORY - 1975 GOOD NGS HD0519 HD0519 STATION DESCRIPTION HD0519 HD0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HD0519'1.2 MI W FROM BOLIVAR. HD0519'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM THE HD0519'NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 50 FEET SOUTH HD0519'OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTH OF AN EAST-WEST HD0519'FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST. A REFERENCE HD0519'MARK DISK STAMPED AIRPORT NO 1 1960, SET IN THE TOP OF A 12 HD0519'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE HD0519'GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0520 *********************************************************************** HD0520 DESIGNATION - AIRPORT RM 3 HD0520 PID - HD0520 HD0520 STATE/COUNTY- MO/POLK HD0520 USGS QUAD - BOLIVAR (1981) HD0520 HD0520 *CURRENT SURVEY CONTROL HD0520 ___________________________________________________________________ HD0520* NAD 83(1986)- 37 36 44. (N) 093 25 54. (W) SCALED HD0520* NAVD 88 - 338.24 (meters) 1109.7 (feet) RESET HD0520 ___________________________________________________________________ HD0520 GEOID HEIGHT- -30.32 (meters) GEOID99 HD0520 HD0520 VERT ORDER - THIRD HD0520 HD0520.The horizontal coordinates were scaled from a topographic map and have HD0520.an estimated accuracy of +/- 6 seconds. HD0520 HD0520.The orthometric height was computed from unverified reset data. HD0520.No vertical observational check was made to the station. HD0520 HD0520.The geoid height was determined by GEOID99. HD0520 HD0520; North East Units Estimated Accuracy HD0520;SPC MO C - 197,800. 417,750. MT (+/- 180 meters Scaled) HD0520 HD0520 SUPERSEDED SURVEY CONTROL HD0520 HD0520 NGVD 29 (10/29/03) 338.12 (m) 1109.3 (f) RESET 3 HD0520 HD0520.Superseded values are not recommended for survey control. HD0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD0520.See file dsdata.txt to determine how the superseded data were derived. HD0520 HD0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB619628(NAD 83) HD0520_MARKER: DR = REFERENCE MARK DISK HD0520_SETTING: 0 = UNSPECIFIED SETTING HD0520_STAMPING: AIRPORT 1960 NO 3 1975 HD0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0520 HD0520 HISTORY - Date Condition Report By HD0520 HISTORY - 1975 MONUMENTED NGS HD0520 HD0520 STATION DESCRIPTION HD0520 HD0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 HD0520'1.2 MI W FROM BOLIVAR. HD0520'1.2 MILES WEST ALONG STATE HIGHWAY 32 AND BUSINESS 13 FROM THE HD0520'NORTH SIDE OF THE COURTHOUSE SQUARE IN BOLIVAR, 51 FEET HD0520'NORTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE AND 1.3 FEET HD0520'SOUTHEAST OF AN 8-INCH DIAMETER POST. A 4-INCH CAST ALUMINUM HD0520'REFERENCE MARK STAMPED AIRPORT 1960 NO 3 1975 AND SET FLUSH WITH HD0520'THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0612 *********************************************************************** HD0612 DESIGNATION - H 178 RESET HD0612 PID - HD0612 HD0612 STATE/COUNTY- MO/POLK HD0612 USGS QUAD - POLK (1950) HD0612 HD0612 *CURRENT SURVEY CONTROL HD0612 ___________________________________________________________________ HD0612* NAD 83(1986)- 37 42 23. (N) 093 21 40. (W) SCALED HD0612* NAVD 88 - 316.68 (meters) 1039.0 (feet) RESET HD0612 ___________________________________________________________________ HD0612 GEOID HEIGHT- -30.52 (meters) GEOID99 HD0612 HD0612 VERT ORDER - THIRD HD0612 HD0612.The horizontal coordinates were scaled from a topographic map and have HD0612.an estimated accuracy of +/- 6 seconds. HD0612 HD0612.The orthometric height was computed from unverified reset data. HD0612 HD0612.The geoid height was determined by GEOID99. HD0612 HD0612; North East Units Estimated Accuracy HD0612;SPC MO C - 208,190. 424,070. MT (+/- 180 meters Scaled) HD0612 HD0612 SUPERSEDED SURVEY CONTROL HD0612 HD0612.No superseded survey control is available for this station. HD0612 HD0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB681733(NAD 83) HD0612_MARKER: DB = BENCH MARK DISK HD0612_SETTING: 30 = CULVERT HD0612_STAMPING: H 178 RESET 1966 HD0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD0612 HD0612 HISTORY - Date Condition Report By HD0612 HISTORY - 1966 MONUMENTED LOCENG HD0612 HD0612 STATION DESCRIPTION HD0612 HD0612'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966 HD0612'7.7 MI N FROM BOLIVAR. HD0612'0.7 MILE EAST OF THE COUNTY COURT HOUSE AT BOLIVAR, ALONG STATE HD0612'HIGHWAY 32, THENCE 7 MILES NORTH ALONG STATE HIGHWAY ROUTE D, HD0612'SET IN THE TOP OF THE EAST HEADWALL OF A 5 FT X 10 FT CULVERT, HD0612'18 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD0627 *********************************************************************** HD0627 DESIGNATION - L 181 RESET HD0627 PID - HD0627 HD0627 STATE/COUNTY- MO/POLK HD0627 USGS QUAD - HUMANSVILLE (1991) HD0627 HD0627 *CURRENT SURVEY CONTROL HD0627 ___________________________________________________________________ HD0627* NAD 83(1986)- 37 46 56. (N) 093 30 09. (W) SCALED HD0627* NAVD 88 - 333.99 (meters) 1095.8 (feet) RESET HD0627 ___________________________________________________________________ HD0627 GEOID HEIGHT- -30.90 (meters) GEOID99 HD0627 HD0627 VERT ORDER - THIRD HD0627 HD0627.The horizontal coordinates were scaled from a topographic map and have HD0627.an estimated accuracy of +/- 6 seconds. HD0627 HD0627.The orthometric height was computed from unverified reset data. HD0627 HD0627.The geoid height was determined by GEOID99. HD0627 HD0627; North East Units Estimated Accuracy HD0627;SPC MO C - 216,740. 411,690. MT (+/- 180 meters Scaled) HD0627 HD0627 SUPERSEDED SURVEY CONTROL HD0627 HD0627.No superseded survey control is available for this station. HD0627 HD0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB557817(NAD 83) HD0627_MARKER: DB = BENCH MARK DISK HD0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD0627+STABILITY: SURFACE MOTION HD0627 HD0627 HISTORY - Date Condition Report By HD0627 HISTORY - 1964 MONUMENTED CGS HD0627 HISTORY - 1965 GOOD NGS HD0627 HD0627 STATION DESCRIPTION HD0627 HD0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 HD0627'4.2 MI W FROM RONDO. HD0627'ABOUT 0.1 MILE WEST FROM THE RONDO MISSION CHAPEL AT RONDO, HD0627'POLK COUNTY, ALONG A GRAVELED ROAD, THENCE 1 MILE NORTH ALONG HD0627'STATE HIGHWAY NO. 83, 3.1 MILES WEST ALONG A GRADED DIRT ROAD HD0627'AT THE INTERSECTION OF TWO GRADED DIRT ROADS 52 FEET WEST AND HD0627'2 FOOT HIGHER THAN THE CENTERLINE OF THE NORTH AND SOUTH ROAD, HD0627'45 FEET NORTH OF EAST AND WEST ROAD, 37 FEET NORTHWEST OF POWER HD0627'POLE, 1 FOOT SOUTHEAST OF FENCE, SET IN THE TOP OF A CONCRETE HD0627'POST AT GROUND LEVEL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1549 *********************************************************************** HD1549 DESIGNATION - N 167 RESET HD1549 PID - HD1549 HD1549 STATE/COUNTY- MO/POLK HD1549 USGS QUAD - CEDAR VISTA (1961) HD1549 HD1549 *CURRENT SURVEY CONTROL HD1549 ___________________________________________________________________ HD1549* NAD 83(1986)- 37 36 26. (N) 093 22 28. (W) SCALED HD1549* NAVD 88 - 298.61 (meters) 979.7 (feet) RESET HD1549 ___________________________________________________________________ HD1549 GEOID HEIGHT- -30.26 (meters) GEOID99 HD1549 HD1549 VERT ORDER - THIRD HD1549 HD1549.The horizontal coordinates were scaled from a topographic map and have HD1549.an estimated accuracy of +/- 6 seconds. HD1549 HD1549.The orthometric height was computed from unverified reset data. HD1549.No vertical observational check was made to the station. HD1549 HD1549.The geoid height was determined by GEOID99. HD1549 HD1549; North East Units Estimated Accuracy HD1549;SPC MO C - 197,200. 422,790. MT (+/- 180 meters Scaled) HD1549 HD1549 SUPERSEDED SURVEY CONTROL HD1549 HD1549.No superseded survey control is available for this station. HD1549 HD1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB669623(NAD 83) HD1549_MARKER: DV = VERTICAL CONTROL DISK HD1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HD1549_STAMPING: N 167 RESET 1991 HD1549_MARK LOGO: NGS HD1549_MAGNETIC: N = NO MAGNETIC MATERIAL HD1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HD1549+STABILITY: SURFACE MOTION HD1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HD1549+SATELLITE: SATELLITE OBSERVATIONS - 1991 HD1549 HD1549 HISTORY - Date Condition Report By HD1549 HISTORY - 1991 MONUMENTED MODNR HD1549 HD1549 STATION DESCRIPTION HD1549 HD1549'DESCRIBED BY MO DEPT OF NAT RES 1991 HD1549'TO REACH THIS MARK GO EAST FROM THE COURT HOUSE IN BOLIVAR ON HIGHWAY HD1549'32 FOR 2.2 MILES TO THE BRIDGE OVER PIPER CREEK, 100.0 FT WEST OF THE HD1549'CENTER OF THE CREEK, IN LINE WITH THE RIGHT-OF-WAY, A CONCRETE POST HD1549'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7376 *********************************************************************** AA7376 DESIGNATION - S 109 RESET AA7376 PID - AA7376 AA7376 STATE/COUNTY- MO/POLK AA7376 USGS QUAD - BOLIVAR (1981) AA7376 AA7376 *CURRENT SURVEY CONTROL AA7376 ___________________________________________________________________ AA7376* NAD 83(1986)- 37 36 53. (N) 093 23 32. (W) SCALED AA7376* NAVD 88 - 302.02 (+/-2cm) 990.9 (feet) VERTCON AA7376 ___________________________________________________________________ AA7376 GEOID HEIGHT- -30.30 (meters) GEOID99 AA7376 AA7376 VERT ORDER - THIRD (See Below) AA7376 AA7376.The horizontal coordinates were scaled from a topographic map and have AA7376.an estimated accuracy of +/- 6 seconds. AA7376 AA7376.The NAVD 88 height was computed by applying the VERTCON shift value to AA7376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7376.The vertical order pertains to the superseded datum. AA7376 AA7376.The geoid height was determined by GEOID99. AA7376 AA7376; North East Units Estimated Accuracy AA7376;SPC MO C - 198,050. 421,230. MT (+/- 180 meters Scaled) AA7376 AA7376 SUPERSEDED SURVEY CONTROL AA7376 AA7376 NGVD 29 (10/29/03) 301.90 (m) 990.5 (f) RESET 3 AA7376 AA7376.Superseded values are not recommended for survey control. AA7376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7376.See file dsdata.txt to determine how the superseded data were derived. AA7376 AA7376_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB653631(NAD 83) AA7376_MARKER: DV = VERTICAL CONTROL DISK AA7376_SETTING: 36 = BRIDGE AA7376_STAMPING: S 109 RESET 1991 AA7376_MARK LOGO: NGS AA7376_MAGNETIC: N = NO MAGNETIC MATERIAL AA7376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7376 AA7376 HISTORY - Date Condition Report By AA7376 HISTORY - 1991 MONUMENTED MODNR AA7376 AA7376 STATION DESCRIPTION AA7376 AA7376'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC) AA7376'THE RESET MARK IS ON THE NORTHWEST HEADWALL OF THE BRIDGE OVER TOWN AA7376'BRANCH CREEK ABOUT 1.0 MILES EAST OF THE COURT HOUSE ON HIGHWAY 32. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7374 *********************************************************************** AA7374 DESIGNATION - V 109 RESET AA7374 PID - AA7374 AA7374 STATE/COUNTY- MO/POLK AA7374 USGS QUAD - CEDAR VISTA (1961) AA7374 AA7374 *CURRENT SURVEY CONTROL AA7374 ___________________________________________________________________ AA7374* NAD 83(1986)- 37 36 17. (N) 093 18 35. (W) SCALED AA7374* NAVD 88 - 288.53 (+/-2cm) 946.6 (feet) VERTCON AA7374 ___________________________________________________________________ AA7374 GEOID HEIGHT- -30.22 (meters) GEOID99 AA7374 AA7374 VERT ORDER - THIRD (See Below) AA7374 AA7374.The horizontal coordinates were scaled from a topographic map and have AA7374.an estimated accuracy of +/- 6 seconds. AA7374 AA7374.The NAVD 88 height was computed by applying the VERTCON shift value to AA7374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7374.The vertical order pertains to the superseded datum. AA7374 AA7374.The geoid height was determined by GEOID99. AA7374 AA7374; North East Units Estimated Accuracy AA7374;SPC MO C - 196,870. 428,500. MT (+/- 180 meters Scaled) AA7374 AA7374 SUPERSEDED SURVEY CONTROL AA7374 AA7374 NGVD 29 (10/29/03) 288.42 (m) 946.3 (f) RESET 3 AA7374 AA7374.Superseded values are not recommended for survey control. AA7374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7374.See file dsdata.txt to determine how the superseded data were derived. AA7374 AA7374_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB726620(NAD 83) AA7374_MARKER: DV = VERTICAL CONTROL DISK AA7374_SETTING: 38 = LARGE BRIDGE AA7374_STAMPING: V 109 RESET 1991 AA7374_MARK LOGO: NGS AA7374_MAGNETIC: N = NO MAGNETIC MATERIAL AA7374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7374+SATELLITE: SATELLITE OBSERVATIONS - 1991 AA7374 AA7374 HISTORY - Date Condition Report By AA7374 HISTORY - 1991 MONUMENTED MODNR AA7374 AA7374 STATION DESCRIPTION AA7374 AA7374'DESCRIBED BY MO DEPT OF NAT RES 1991 (BDC) AA7374'AT BURNS, POLK COUNTY, ON THE HIGHWAY 32 BRIDGE OVER THE POMME DE AA7374'TERRE RIVER, IN THE SOUTH EAST END OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1543 *********************************************************************** HD1543 DESIGNATION - Y 109 RESET HD1543 PID - HD1543 HD1543 STATE/COUNTY- MO/POLK HD1543 USGS QUAD - HALF WAY (1961) HD1543 HD1543 *CURRENT SURVEY CONTROL HD1543 ___________________________________________________________________ HD1543* NAD 83(1986)- 37 37 04. (N) 093 13 54. (W) SCALED HD1543* NAVD 88 - 321.43 (meters) 1054.6 (feet) RESET HD1543 ___________________________________________________________________ HD1543 GEOID HEIGHT- -30.20 (meters) GEOID99 HD1543 HD1543 VERT ORDER - THIRD HD1543 HD1543.The horizontal coordinates were scaled from a topographic map and have HD1543.an estimated accuracy of +/- 6 seconds. HD1543 HD1543.The orthometric height was computed from unverified reset data. HD1543.No vertical observational check was made to the station. HD1543 HD1543.The geoid height was determined by GEOID99. HD1543 HD1543; North East Units Estimated Accuracy HD1543;SPC MO C - 198,260. 435,410. MT (+/- 180 meters Scaled) HD1543 HD1543 SUPERSEDED SURVEY CONTROL HD1543 HD1543.No superseded survey control is available for this station. HD1543 HD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVB795634(NAD 83) HD1543_MARKER: DD = SURVEY DISK HD1543_SETTING: 31 = CURB HD1543_STAMPING: Y 109 RESET 1986 HD1543_MARK LOGO: MOHC HD1543_MAGNETIC: N = NO MAGNETIC MATERIAL HD1543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD1543 HD1543 HISTORY - Date Condition Report By HD1543 HISTORY - 1986 MONUMENTED MOHC HD1543 HD1543 STATION DESCRIPTION HD1543 HD1543'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1986 HD1543'0.6 MILE EAST ALONG STATE HIGHWAY 64 FROM THE STUCCO CHURCH IN HALF HD1543'WAY, ON WEST END OF BRIDGE A-4478 ON THE NORTH BARRIER CURB, HD1543'WEST LOT, NORTHWEST 4, SECTION 3, TOWNSHIP 33 NORTH, ROUTE 21 WEST.