1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JD0667 *********************************************************************** JD0667 DESIGNATION - HEARD RESET JD0667 PID - JD0667 JD0667 STATE/COUNTY- MO/PETTIS JD0667 USGS QUAD - SEDALIA EAST (1973) JD0667 JD0667 *CURRENT SURVEY CONTROL JD0667 ___________________________________________________________________ JD0667* NAD 83(1997)- 38 42 56.56956(N) 093 12 27.08861(W) ADJUSTED JD0667* NAVD 88 - 281.025 (meters) 922.00 (feet) ADJUSTED JD0667 ___________________________________________________________________ JD0667 LAPLACE CORR- 0.43 (seconds) DEFLEC99 JD0667 GEOID HEIGHT- -32.72 (meters) GEOID03 JD0667 DYNAMIC HT - 280.835 (meters) 921.37 (feet) COMP JD0667 MODELED GRAV- 979,944.9 (mgal) NAVD 88 JD0667 JD0667 HORZ ORDER - FIRST JD0667 VERT ORDER - FIRST CLASS II JD0667 JD0667.The horizontal coordinates were established by classical geodetic methods JD0667.and adjusted by the National Geodetic Survey in February 2000. JD0667 JD0667.The orthometric height was determined by differential leveling JD0667.and adjusted by the National Geodetic Survey in June 1991. JD0667 JD0667.The Laplace correction was computed from DEFLEC99 derived deflections. JD0667 JD0667.The geoid height was determined by GEOID03. JD0667 JD0667.The dynamic height is computed by dividing the NAVD 88 JD0667.geopotential number by the normal gravity value computed on the JD0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JD0667.degrees latitude (g = 980.6199 gals.). JD0667 JD0667.The modeled gravity was interpolated from observed gravity values. JD0667 JD0667; North East Units Scale Factor Converg. JD0667;SPC MO C - 320,111.121 438,468.942 MT 0.99997994 -0 26 33.1 JD0667;UTM 15 - 4,285,250.240 481,958.384 MT 0.99960401 -0 07 47.3 JD0667 JD0667! - Elev Factor x Scale Factor = Combined Factor JD0667!SPC MO C - 0.99996104 x 0.99997994 = 0.99994098 JD0667!UTM 15 - 0.99996104 x 0.99960401 = 0.99956507 JD0667 JD0667: Primary Azimuth Mark Grid Az JD0667:SPC MO C - HEARD AZ MK 274 56 23.1 JD0667:UTM 15 - HEARD AZ MK 274 37 37.3 JD0667 JD0667|---------------------------------------------------------------------| JD0667| PID Reference Object Distance Geod. Az | JD0667| dddmmss.s | JD0667| JD0668 HEARD RM 3 14.279 METERS 00648 | JD0667| JD0666 HEARD RM 1 95.335 METERS 08406 | JD0667| JD2648 AIRPORT BEACON SEDALIA MUN APT APPROX. 2.6 KM 1304311.9 | JD0667| JD2650 E SEDALIA MO PAC RY TALL STACK APPROX. 1.7 KM 1332617.5 | JD0667| CN6394 HEARD AZ MK REJECT 1463302.5 | JD0667| JD2647 SEDALIA CITY LT TRACT CO STACK APPROX. 1.9 KM 2244032.0 | JD0667| JD2649 SEDALIA MKT RR SHOPS STACK APPROX. 4.0 KM 2324402.0 | JD0667| JD2653 SEDALIA MUNICIPAL TANK APPROX. 1.7 KM 2482516.7 | JD0667| JD2652 SEDALIA SACRED HEART CATH CH APPROX. 2.2 KM 2492303.8 | JD0667| JD2654 SEDALIA TV STATION KMOS MAST APPROX. 4.1 KM 2550145.3 | JD0667| CN6393 HEARD AZ MK 2742950.0 | JD0667| JD0669 HEARD RM 2 41.672 METERS 27758 | JD0667|---------------------------------------------------------------------| JD0667 JD0667 SUPERSEDED SURVEY CONTROL JD0667 JD0667 NAD 83(1997)- 38 42 56.57615(N) 093 12 27.08946(W) AD( ) 1 JD0667 NAD 83(1986)- 38 42 56.57880(N) 093 12 27.08969(W) AD( ) 1 JD0667 NAD 27 - 38 42 56.52282(N) 093 12 26.34985(W) AD( ) 1 JD0667 NGVD 29 (??/??/92) 280.928 (m) 921.68 (f) ADJ UNCH 1 2 JD0667 JD0667.Superseded values are not recommended for survey control. JD0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0667.See file dsdata.txt to determine how the superseded data were derived. JD0667 JD0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8195885250(NAD 83) JD0667_MARKER: DS = TRIANGULATION STATION DISK JD0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT JD0667_STAMPING: HEARD 1880 1949 JD0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0667+STABILITY: SURFACE MOTION JD0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JD0667+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005 JD0667 JD0667 HISTORY - Date Condition Report By JD0667 HISTORY - 1880 MONUMENTED CGS JD0667 HISTORY - 1922 GOOD CGS JD0667 HISTORY - 1928 GOOD CGS JD0667 HISTORY - 1949 GOOD CGS JD0667 HISTORY - 1960 GOOD CGS JD0667 HISTORY - 1962 GOOD CGS JD0667 HISTORY - 1963 GOOD NGS JD0667 HISTORY - 20050421 GOOD INDIV JD0667 JD0667 STATION DESCRIPTION JD0667 JD0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (FDG) JD0667'IN NORTHEAST QUARTER OF CITY OF SEDALIA JUST EAST OF JD0667'CEMETERY, ON LAND BELONGING IN 1880 TO GEORGE HEARD, 42 METERS (138 JD0667'FEET) EAST OF EAST SIDE OF NEW YORK AVENUE, 165 FEET EAST OF JD0667'CENTER OF NEW YORK AVENUE, 27 FEET SOUTH OF CENTER OF TOWER JD0667'AVENUE, 4 METERS (13 FEET) SOUTH OF SOUTH SIDE OF TOWER AVENUE, JD0667'AND NEARLY OPPOSITE HOUSE OCCUPIED BY GEORGE HEARD IN 1880. JD0667'SURFACE MARK IS STONE POST WITNESSED BY TWO OTHERS AND JD0667'UNDERGROUND MARK IS BOTTLE OF ASHES. JD0667 JD0667 STATION RECOVERY (1922) JD0667 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1922 JD0667'IN 1922 A STANDARD DISK STATION MARK, JD0667'STAMPED WITH NAME OF STATION AND DATE JD0667'ESTABLISHED, WAS SET IN TOP OF SURFACE MARK. JD0667'WITNESS STONES ARE ABOUT LEVEL WITH GROUND. JD0667 JD0667 STATION RECOVERY (1928) JD0667 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 JD0667'IN 1928 TWO REFERENCE MARKS WERE JD0667'ESTABLISHED, STANDARD REFERENCE DISKS IN CONCRETE. JD0667'NO. 1 IS ON NORTH SIDE OF TOWER AVENUE, 0.3 METER (1 JD0667'FOOT) SOUTH OF FENCE, ABOUT 137 METERS (449 FEET) (PACED JD0667'DISTANCE) EAST OF EAST EDGE OF NEW YORK AVENUE, AND 95.34 JD0667'METERS (312.8 FEET) FROM STATION. NO. JD0667'2 IS IN NORTHWEST CORNER OF LOT, 0.8 METER (3 FEET) JD0667'SOUTHEAST OF CORNER POST, 12 METERS (39 FEET) SOUTHEAST OF JD0667'CENTER OF INTERSECTION OF NEW YORK AND TOWER AVENUES, JD0667'AND 41.74 METERS (136.9 FEET) FROM STATION. JD0667 JD0667 STATION RECOVERY (1949) JD0667 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (RLE) JD0667'THE STATION, REFERENCE MARKS, NOS 1 AND 2, JD0667'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. JD0667'A NEW REFERENCE MARK NO 3, AND AZIMUTH MARK JD0667'WAS ESTABLISHED. THE STATION MARK WAS LOWERED BY REQUEST OF JD0667'PROPERTY OWNER. THE DISTANCE TO REFERENCE MARK NO 1 WAS FOUND IN JD0667'ERROR. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. JD0667' JD0667'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF SEDALIA IN THE JD0667'SOUTHEAST ANGLE OF NEW YORK AND TOWER AVENUES AND ON LAND OWNED JD0667'AND OCCUPIED BY MR. R.L. HAWKINS. IT IS 30.5 FEET NORTHWEST OF JD0667'THE NORTHWEST CORNER OF THE HAWKINS HOME, 31 FEET SOUTH OF THE JD0667'CENTER OF TOWER AVENUE, 5 FEET SOUTH OF OLD REFERENCE POST, 5 JD0667'FEET NORTH OF OLD REFERENCE POST AND 13.5 FEET SOUTH OF WITNESS JD0667'POST. IT IS STAMPED HEARD 1880, 1949 AND SET 12 INCHES BELOW JD0667'THE GROUND SURFACE. JD0667' JD0667'REFERENCE MARK NO 1 IS EAST-NORTHEAST OF THE STATION, 15 FEET JD0667'NORTH OF THE CENTER OF EAST TOWER AVENUE, 1.5 FEET EAST OF WITNESS JD0667'POST AND 1 FOOT SOUTH OF FENCE LINE. IT IS STAMPED HEARD NO 1 JD0667'1880, 1928 AND PROJECTS 3 INCHES. JD0667' JD0667'REFERENCE MARK NO 2 IS WEST OF THE STATION, SET IN THE SOUTHEAST JD0667'ANGLE OF NEW YORK AND TOWER AVENUES AND IN THE NORTHWEST CORNER JD0667'OF THE LOT, 3 FEET SOUTHEAST OF FENCE CORNER AND 2 FEET SOUTH OF JD0667'WITNESS POST. IT IS STAMPED HEARD 1880, 1928 AND PROJECTS 2 JD0667'INCHES. JD0667' JD0667'REFERENCE MARK NO 3 IS NORTH OF THE STATION, 16 FEET NORTH OF THE JD0667'CENTER OF TOWER AVENUE AND 1 FOOT SOUTH OF FENCE LINE. IT IS JD0667'STAMPED HEARD NO 3 1949 AND PROJECTS 3 INCHES. JD0667' JD0667'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF THE STATION, SET IN THE JD0667'HEDGE ROW ON THE EAST SIDE OF THE CEMETERY IN THE NORTHWEST ANGLE JD0667'OF N. ENGINEER AVENUE AND E. TOWER AVENUE, 25 FEET WEST OF THE JD0667'CENTER OF N. ENGINEER AVENUE, 25 FEET SOUTH OF STONE PILLAR OF JD0667'IRON FENCE LINE AROUND CEMETERY AND 5 FEET WEST OF CONCRETE JD0667'SIDEWALK. IT IS STAMPED HEARD 1949 AND SET FLUSH WITH THE JD0667'GROUND SURFACE. JD0667' JD0667'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI AVENUE JD0667'AND MAIN STREET ON U.S. HIGHWAY 65 (1 BLOCK SOUTH OF POINT WHERE JD0667'HIGHWAY CROSSES RAILROAD TRACKS), GO EAST ON MAIN STREET FOR 0.5 JD0667'MILE TO T-INTERSECTION, TURN LEFT ACROSS OVERPASS AND GO 0.15 JD0667'MILE TO CROSS STREETS, TURN RIGHT ON PETTIS STREET AND GO 0.55 JD0667'MILE TO N. ENGINEER AVENUE, TURN LEFT AND GO NORTH ON N. JD0667'ENGINEER AVENUE FOR 0.35 MILE TO THE AZIMUTH MARK IN THE JD0667'NORTHWEST ANGLE AS DESCRIBED, TURN RIGHT AND GO EAST ON E. JD0667'TOWER AVENUE FOR 0.25 MILE TO INTERSECTION WITH NEW YORK JD0667'AVENUE, CONTINUE EAST ON E. TOWER AVENUE FOR ABOUT 200 FEET JD0667'TO A SMALL HOUSE ON THE SOUTH SIDE OF STREET AND STATION AS JD0667'DESCRIBED. JD0667' JD0667'OBSERVATIONS MADE FROM A 77 FOOT STEEL TOWER. JD0667' JD0667'A 74 FOOT SIGNAL AT STATION KNOB NOSTER 1882 IS VISIBLE AT 50 FEET JD0667' JD0667'A 100 FOOT SIGNAL AT STATION LAMONTE IS VISIBLE AT 50 FEET JD0667' JD0667'A 100 FOOT SIGNAL AT STATION DRESDEN IS VISIBLE AT 50 FEET JD0667' JD0667'AN 87 FOOT SIGNAL AT STATION REID 1928 IS VISIBLE AT 50 FEET JD0667 JD0667 STATION RECOVERY (1960) JD0667 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HWK) JD0667'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS JD0667'DESCRIBED IN THE 1949 DESCRIPTION. THE STATION MARK IS NEAR THE JD0667'PROPERTY LINE BETWEEN MR. B.N. PAYNE ON THE EAST AND MR. MACK KELLS JD0667'ON THE WEST. MR. KELLS HAS JUST BUILT A NEW HOME WEST-SOUTHWEST JD0667'OF THE STATION MARK. THE AZIMUTH MARK IS NOT VG FROM THE STATION JD0667'MARK DUE TO PART OF THE NEW HOME. JD0667' JD0667'THE 1949 DESCRIPTION IS ADEQUATE. JD0667 JD0667 STATION RECOVERY (1962) JD0667 JD0667'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (HWK) JD0667'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, JD0667'REFERENCE MARK NO. 3 AND THE AZIMUTH MARK WERE RECOVERED AS JD0667'DESCRIBED AND FOUND IN GOOD CONDITION. THE HORIZONTAL DISTANCE TO JD0667'REFERENCE MARK NO. 3 WAS FOUND IN ERROR, REFERENCE MARK NO. 1 JD0667'WAS NOT MEASURED BECAUSE OF AN ADVERTISING SIGN. A NEW JD0667'DESCRIPTION FOLLOWS. JD0667' JD0667'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF SEDALIA, JD0667'ALONG THE SOUTH SIDE OF TOWER AVENUE ON PROPERTY OWNED BY MR. JD0667'VIRGIL VENABLE. JD0667' JD0667'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH EMMET AVENUE JD0667'AND EAST BROADWAY (U.S. HIGHWAY 50), GO NORTH ON SOUTH EMMET JD0667'AVENUE FOR 0.85 MILE TO A T-ROAD (TOWER AVENUE). TURN LEFT AND JD0667'GO WEST ON TOWER AVENUE FOR 0.05 MILE TO THE STATION ON THE LEFT JD0667'AS DESCRIBED. JD0667' JD0667'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON TOWER JD0667'AVENUE FOR 0.3 MILE TO THE INTERSECTION OF NORTH ENGINEER AVENUE JD0667'AND THE MARK AS DESCRIBED. JD0667' JD0667'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A MASS OF JD0667'CONCRETE WHICH IS 1 FOOT BELOW THE SURFACE OF THE GROUND AND IS JD0667'STAMPED HEARD 1880 1949. IT IS 30.8 FEET NORTHWEST OF THE JD0667'NORTHWEST CORNER OF MR. VENABLES HOUSE, 30 FEET SOUTH OF THE JD0667'CENTER OF TOWER AVENUE AND 1 FOOT WEST OF A NORTH-SOUTH FENCE JD0667'LINE. JD0667' JD0667'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A JD0667'12-INCH, SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS JD0667'STAMPED HEARD NO 1 1880 1928. IT IS 32 FEET NORTHEAST OF THE JD0667'INTERSECTION OF SOUTH EMMET AVENUE AND TOWER AVENUE, 18 FEET JD0667'NORTH OF THE CENTER OF TOWER AVENUE, 1 FOOT SOUTH OF AN EAST-WEST JD0667'FENCE LINE AND 1 FOOT EAST OF A METAL WITNESS POST. JD0667' JD0667'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A JD0667'12-INCH, SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND JD0667'IS STAMPED HEARD NO 2 1880 1928. IT IS 38.7 FEET NORTHWEST OF THE JD0667'NORTHWEST CORNER OF A BRICK HOUSE, 29 FEET EAST OF THE CENTER OF JD0667'CEDAR DRIVE AND 21 FEET SOUTH OF THE CENTER OF TOWER AVENUE. JD0667' JD0667'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A JD0667'12-INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED JD0667'HEARD NO 3 1949. IT IS 17 FEET NORTH OF THE CENTER OF TOWER JD0667'AVENUE, SET IN AN EAST-WEST FENCE LINE. JD0667' JD0667'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH, JD0667'SQUARE CONCRETE MONUMENT WHICH IS SET FLUSH AND IS STAMPED HEARD JD0667'1949. IT IS BENEATH A SMALL EVERGREEN BUSH ALONG THE EAST SIDE JD0667'OF A CEMETERY, ABOUT 2 FEET HIGHER IN ELEVATION THAN THE SIDEWALK. JD0667'IT IS 27 FEET NORTH OF A TELEPHONE POLE, 26 FEET WEST OF THE JD0667'CENTER OF NORTH ENGINEER AVENUE, 25 FEET SOUTH OF A STONE JD0667'PILLAR. JD0667 JD0667 STATION RECOVERY (1963) JD0667 JD0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 JD0667'1.8 MI NE FROM SEDALIA. JD0667'ABOUT 1.15 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM JD0667'THE STATION AT SEDALIA, THENCE 0.6 MILE NORTH ALONG NEW YORK JD0667'AVENUE, AT THE INTERSECTION OF TOWER AVENUE, 165 FEET EAST OF THE JD0667'CENTERLINE OF NEW YORK AVENUE, 30.7 FEET SOUTH OF THE CENTERLINE JD0667'OF TOWER AVENUE, 312.7 FEET WEST-SOUTHWEST ACROSS TOWER AVENUE JD0667'FROM R.M. 1, 136.7 FEET EAST OF R.M. 2, 46.7 FEET SOUTH ACROSS JD0667'TOWER AVENUE FROM R.M. 3, 30.5 FEET NORTHWEST OF THE NORTHWEST JD0667'CORNER OF A HOUSE, 12 FEET SOUTH OF THE NORTH END OF A FENCE, AND JD0667'SET IN THE TOP OF A CONCRETE POST 0.9 FOOT BELOW THE GROUND. JD0667 JD0667 STATION RECOVERY (2005) JD0667 JD0667'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS) JD0667'STATION FOUND IN GOOD CONDITION BUT IS NOT SUITABLE FOR GPS JD0667'OBSERVATIONS JD0667' JD0667'REFERENCE MARK NO.1 WAS NOT FOUND, THOUGH THE METAL WITNESS POST WAS JD0667'FOUND AS DESCRIBED. JD0667' JD0667'REFERENCE MARK NO. 2 WAS FOUND IN GOOD CONDITION. IT IS LOCATED 29 JD0667'FEET EAST OF THE CENTER OF NEW YORK STREET AND APPROXIMATELY 112 FEET JD0667'EAST OF CEDAR STREET JD0667' JD0667'REFERENCE MARK NO. 3 WAS NOT FOUND JD0667' JD0667'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS NOT VISIBLE FROM JD0667'THE STATION. THE EVERGREEN TREE IS NO LONGER THERE, NOR IS THE JD0667'DESCRIBED TELEPHONE POLE. THE MARK IS 25 FEET SOUTH OF THE DESCRIBED JD0667'STONE PILLAR AND 12 FEET SOUTHEAST OF A HEADSTONE FOR SAMUEL JD0667'ZIMMERMAN. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 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- -32.71 (meters) GEOID03 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 NGVD 29 superseded value. 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 GEOID03. JD2804 JD2804; North East Units Scale Factor 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! - Elev Factor x Scale Factor = Combined Factor JD2804!SPC MO C - 0.99996163 x 0.99997707 = 0.99993870 JD2804!UTM 15 - 0.99996163 x 0.99960320 = 0.99956484 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 - April 21, 2005 JD2804 JD2804 HISTORY - Date Condition Report By JD2804 HISTORY - 1983 MONUMENTED NGS JD2804 HISTORY - 19961127 GOOD NGS JD2804 HISTORY - 19990722 GOOD NGS JD2804 HISTORY - 20050421 GOOD INDIV 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) JD2804 JD2804 STATION RECOVERY (2005) JD2804 JD2804'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS) JD2804'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JD2820 *********************************************************************** JD2820 CBN - This is a Cooperative Base Network Control Station. JD2820 PACS - This is a Primary Airport Control Station. JD2820 DESIGNATION - SEDPORT JD2820 PID - JD2820 JD2820 STATE/COUNTY- MO/PETTIS JD2820 USGS QUAD - SEDALIA EAST (1973) JD2820 JD2820 *CURRENT SURVEY CONTROL JD2820 ___________________________________________________________________ JD2820* NAD 83(1997)- 38 42 25.05920(N) 093 10 30.95779(W) ADJUSTED JD2820* NAVD 88 - 268.56 (meters) 881.1 (feet) GPS OBS JD2820 ___________________________________________________________________ JD2820 X - -276,061.692 (meters) COMP JD2820 Y - -4,976,267.644 (meters) COMP JD2820 Z - 3,967,130.891 (meters) COMP JD2820 LAPLACE CORR- 0.48 (seconds) DEFLEC99 JD2820 ELLIP HEIGHT- 235.86 (meters) (03/31/98) GPS OBS JD2820 GEOID HEIGHT- -32.71 (meters) GEOID03 JD2820 JD2820 HORZ ORDER - B JD2820 ELLP ORDER - THIRD CLASS I JD2820 JD2820.This mark is at Sedalia Mem Airport (DMO) JD2820 JD2820.The horizontal coordinates were established by GPS observations JD2820.and adjusted by the National Geodetic Survey in March 1998. JD2820 JD2820.The orthometric height was determined by GPS observations and a JD2820.high-resolution geoid model. JD2820 JD2820.GPS derived orthometric heights for airport stations designated as JD2820.PACS or SACS are published to 2 decimal places. This maintains JD2820.centimeter relative accuracy between the PACS and SACS. It does JD2820.not indicate centimeter accuracy relative to other marks which are JD2820.part of the NAVD 88 network. JD2820 JD2820.The X, Y, and Z were computed from the position and the ellipsoidal ht. JD2820 JD2820.The Laplace correction was computed from DEFLEC99 derived deflections. JD2820 JD2820.The ellipsoidal height was determined by GPS observations JD2820.and is referenced to NAD 83. JD2820 JD2820.The geoid height was determined by GEOID03. JD2820 JD2820; North East Units Scale Factor Converg. JD2820;SPC MO C - 319,118.339 441,267.229 MT 0.99997580 -0 25 20.2 JD2820;UTM 15 - 4,284,273.112 484,760.998 MT 0.99960286 -0 06 34.6 JD2820 JD2820! - Elev Factor x Scale Factor = Combined Factor JD2820!SPC MO C - 0.99996299 x 0.99997580 = 0.99993880 JD2820!UTM 15 - 0.99996299 x 0.99960286 = 0.99956587 JD2820 JD2820: Primary Azimuth Mark Grid Az JD2820:SPC MO C - SEDPORT AZ MK 170 18 20.8 JD2820:UTM 15 - SEDPORT AZ MK 169 59 35.2 JD2820 JD2820|---------------------------------------------------------------------| JD2820| PID Reference Object Distance Geod. Az | JD2820| dddmmss.s | JD2820| JD2821 SEDPORT AZ MK APPROX. 0.5 KM 1695300.6 | JD2820|---------------------------------------------------------------------| JD2820 JD2820 SUPERSEDED SURVEY CONTROL JD2820 JD2820 NAD 83(1986)- 38 42 25.06949(N) 093 10 30.95765(W) AD( ) 3 JD2820 NGVD 29 (10/04/91) 268.5 (m) 881. (f) GPS OBS JD2820 JD2820.Superseded values are not recommended for survey control. JD2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2820.See file dsdata.txt to determine how the superseded data were derived. JD2820 JD2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8476184273(NAD 83) JD2820_MARKER: I = METAL ROD JD2820_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) JD2820_SP_SET: STAINLESS STEEL ROD IN SLEEVE JD2820_STAMPING: SEDPORT 1991 JD2820_MARK LOGO: NGS JD2820_PROJECTION: RECESSED 11 CENTIMETERS JD2820_MAGNETIC: N = NO MAGNETIC MATERIAL JD2820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD2820+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005 JD2820_ROD/PIPE-DEPTH: 4.3 meters JD2820_SLEEVE-DEPTH : 1.0 meters JD2820 JD2820 HISTORY - Date Condition Report By JD2820 HISTORY - 1991 MONUMENTED NGS JD2820 HISTORY - 19970213 GOOD NGS JD2820 HISTORY - 19990722 GOOD NGS JD2820 HISTORY - 20050421 GOOD INDIV JD2820 JD2820 STATION DESCRIPTION JD2820 JD2820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JD2820'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF SEDALIA, AT THE JD2820'SEDALIA MEMORIAL AIRPORT. OWNERSHIP-CITY OF SEDALIA, CITY HALL, JD2820'SEDALIA, MO 65301. PHONE 816-827-3000. AIRPORT MANAGER IS PAUL JD2820'WAGNER, PHONE 816-826-4128, OR HOME PHONE 816-563-3462. JD2820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 65, JD2820'LOCATED NEAR THE CENTER OF SEDALIA, GO EAST ON HIGHWAY 50 FOR 5.2 KM JD2820'(3.2 MI) TO THE JUNCTION OF ROAD M LEADING SOUTH AND HARDING ROAD JD2820'LEADING NORTH. TURN LEFT, NORTH, ON HARDING ROAD FOR 1.3 KM JD2820'(0.8 MI) TO A T ROAD INTERSECTION. TURN RIGHT, EAST, ON EAST JD2820'BOONVILLE ROAD FOR 1.1 KM (0.7 MI) TO THE AIRPORT TERMINAL ON THE JD2820'RIGHT. PASS THROUGH GATE IN CHAIN LINK FENCE ON THE NORTH SIDE OF JD2820'TERMINAL TO THE NORTHWEST CORNER OF TIE-DOWN AREA AND TAXI. GO SOUTH JD2820'ON TIE-DOWN AND TAXI FOR 0.4 KM (0.2 MI) TO THE STATION ON THE LEFT JD2820'JUST PAST THE JUNCTION OF THE NORTHEAST END OF RUNWAY 05-23. JD2820'STATION IS 57.3 M (188.0 FT) SOUTH-SOUTHEAST OF EXTENDED CENTERLINE OF JD2820'RUNWAY 05-23, 12.9 M (42.3 FT) EAST OF CENTERLINE OF TAXIWAY, IN LINE JD2820'WITH HOLDING BARS. JD2820 JD2820 STATION RECOVERY (1997) JD2820 JD2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) JD2820'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SEDALIA, MO., AT JD2820'THE SEDALIA MEMORIAL AIRPORT (DMO) , IN THE GRASS, ALONG THE NORTHEAST JD2820'SIDE OF THE MAIN TAXIWAY, JUST EAST-SOUTHEAST OF RUNWAY END 23, IN JD2820'LINE WITH A HOLD BAR. OWNERSHIP--CITY OF SEDALIA, CITY HALL, SEDALIA, JD2820'MO. 65301. AIRPORT MANAGER IS CHRIS COX, PHONE 816-826-4128. MARK JD2820'STEGNER, MAINTENANCE, KNOWS LOCATION OF ALL MARKS. NOTE--CONTACT JD2820'AIRPORT MANAGER ON ARRIVAL. NOTE--THIS STATION IS THE PRIMARY AIRPORT JD2820'CONTROL (PAC) STATION. TO REACH THE STATION FROM THE JUNCTION OF U.S. JD2820'HIGHWAYS 50 AND 65, LOCATED NEAR THE CENTER OF SEDALIA, GO EAST, 5.5 JD2820'KM (3.40 MI) ALONG HIGHWAY 50 TO THE JUNCTION OF HARDING ROAD ON THE JD2820'LEFT. TURN LEFT, NORTH, 1.3 KM (0.80 MI) ALONG THE ROAD TO A TEE JD2820'JUNCTION AT EAST BOONVILLE ROAD. TURN RIGHT, EAST, 1.1 KM (0.70 MI) JD2820'ALONG THE ROAD TO A GATE ON THE NORTH SIDE OF THE AIRPORT TERMINAL. JD2820'PASS THROUGH THE GATE, SOUTHERLY, 0.4 KM (0.25 MI) ACROSS A TIE DOWN JD2820'AREA AND ALONG THE TAXIWAY TO THE STATION ON THE LEFT, JUST PAST JD2820'RUNWAY END 23, IN LINE WITH THE HOLD BAR. STATION IS 64.6 M (211.9 JD2820'FT) SOUTHEAST OF THE EXTENDED RUNWAY 23 CENTER, 12.8 M (42.0 FT) JD2820'EAST-NORTHEAST OF THE TAXIWAY CENTER AND IN LINE WITH THE HOLD BARS, JD2820'0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE STATION IS ABOUT 0.1 M JD2820'(0.3 FT) BELOW THE TAXI LEVEL AND PROJECTING 0.1 M (0.3 FT) ABOVE THE JD2820'GROUND SURFACE. NOTE--THE DATUM POINT IS A PUNCH MARK ON THE TOP JD2820'CENTER OF A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF 4.3 M, (14.1 FT) JD2820'IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) LONG, ENCASED IN A 5-INCH PVC JD2820'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE. ACCESS TO THE DATUM POINT JD2820'IS THROUGH A 5-INCH LOGO CAP. BY R.G. HAYES. JD2820 JD2820 STATION RECOVERY (1999) JD2820 JD2820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH) JD2820'RECOVERED AS DESCRIBED. JD2820 JD2820 STATION RECOVERY (2005) JD2820 JD2820'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS) JD2820'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 JD2821 *********************************************************************** JD2821 SACS - This is a Secondary Airport Control Station. JD2821 DESIGNATION - SEDPORT AZ MK JD2821 PID - JD2821 JD2821 STATE/COUNTY- MO/PETTIS JD2821 USGS QUAD - SEDALIA EAST (1973) JD2821 JD2821 *CURRENT SURVEY CONTROL JD2821 ___________________________________________________________________ JD2821* NAD 83(1997)- 38 42 07.82639(N) 093 10 27.03396(W) ADJUSTED JD2821* NAVD 88 - 272.46 (meters) 893.9 (feet) GPS OBS JD2821 ___________________________________________________________________ JD2821 X - -275,985.595 (meters) COMP JD2821 Y - -4,976,607.710 (meters) COMP JD2821 Z - 3,966,718.620 (meters) COMP JD2821 LAPLACE CORR- 0.49 (seconds) DEFLEC99 JD2821 ELLIP HEIGHT- 239.75 (meters) (10/07/99) GPS OBS JD2821 GEOID HEIGHT- -32.71 (meters) GEOID03 JD2821 JD2821 HORZ ORDER - FIRST JD2821 ELLP ORDER - FOURTH CLASS II JD2821 JD2821.This mark is at Sedalia Mem Airport (DMO) JD2821 JD2821.The horizontal coordinates were established by GPS observations JD2821.and adjusted by the National Geodetic Survey in October 1999. JD2821 JD2821.The orthometric height was determined by GPS observations and a JD2821.high-resolution geoid model. JD2821 JD2821.GPS derived orthometric heights for airport stations designated as JD2821.PACS or SACS are published to 2 decimal places. This maintains JD2821.centimeter relative accuracy between the PACS and SACS. It does JD2821.not indicate centimeter accuracy relative to other marks which are JD2821.part of the NAVD 88 network. JD2821 JD2821.The X, Y, and Z were computed from the position and the ellipsoidal ht. JD2821 JD2821.The Laplace correction was computed from DEFLEC99 derived deflections. JD2821 JD2821.The ellipsoidal height was determined by GPS observations JD2821.and is referenced to NAD 83. JD2821 JD2821.The geoid height was determined by GEOID03. JD2821 JD2821; North East Units Scale Factor Converg. JD2821;SPC MO C - 318,586.276 441,358.121 MT 0.99997567 -0 25 17.6 JD2821;UTM 15 - 4,283,741.751 484,854.758 MT 0.99960282 -0 06 32.1 JD2821 JD2821! - Elev Factor x Scale Factor = Combined Factor JD2821!SPC MO C - 0.99996238 x 0.99997567 = 0.99993806 JD2821!UTM 15 - 0.99996238 x 0.99960282 = 0.99956522 JD2821 JD2821: Primary Azimuth Mark Grid Az JD2821:SPC MO C - SEDPORT 350 18 20.6 JD2821:UTM 15 - SEDPORT 349 59 35.1 JD2821 JD2821|---------------------------------------------------------------------| JD2821| PID Reference Object Distance Geod. Az | JD2821| dddmmss.s | JD2821| JD2820 SEDPORT APPROX. 0.5 KM 3495303.0 | JD2821|---------------------------------------------------------------------| JD2821 JD2821 SUPERSEDED SURVEY CONTROL JD2821 JD2821 NAD 83(1997)- 38 42 07.82797(N) 093 10 27.03358(W) AD( ) 3 JD2821 NAD 83(1986)- 38 42 07.83778(N) 093 10 27.03345(W) AD( ) 3 JD2821 NGVD 29 (10/04/91) 272.4 (m) 894. (f) GPS OBS JD2821 JD2821.Superseded values are not recommended for survey control. JD2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2821.See file dsdata.txt to determine how the superseded data were derived. JD2821 JD2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC8485583742(NAD 83) JD2821_MARKER: I = METAL ROD JD2821_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) JD2821_SP_SET: STAINLESS STEEL ROD IN SLEEVE JD2821_STAMPING: SEDPORT AZ MK 1991 JD2821_MARK LOGO: NGS JD2821_PROJECTION: PROJECTING 7 CENTIMETERS JD2821_MAGNETIC: N = NO MAGNETIC MATERIAL JD2821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JD2821+STABILITY: POSITION/ELEVATION WELL JD2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JD2821+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2005 JD2821_ROD/PIPE-DEPTH: 3.7 meters JD2821_SLEEVE-DEPTH : 1.0 meters JD2821 JD2821 HISTORY - Date Condition Report By JD2821 HISTORY - 1991 MONUMENTED NGS JD2821 HISTORY - 19961127 GOOD NGS JD2821 HISTORY - 19990722 GOOD NGS JD2821 HISTORY - 20050421 GOOD INDIV JD2821 JD2821 STATION DESCRIPTION JD2821 JD2821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 JD2821'STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF SEDALIA, AT THE JD2821'SEDALIA MEMORIAL AIRPORT. OWNERSHIP-CITY OF SEDALIA, CITY HALL, JD2821'SEDALIA, MO 65301. PHONE 816-827-3000 AIRPORT MANAGER IS PAUL JD2821'WAGNER, PHONE 816-826-4128, OR HOME PHONE 816-563-3462. JD2821'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 65, JD2821'LOCATED NEAR THE CENTER OF SEDALIA, GO EAST ON HIGHWAY 50 FOR 5.2 KM JD2821'(3.2 MI) TO THE JUNCTION OF ROAD M LEADING SOUTH AND HARDING ROAD JD2821'LEADING NORTH. TURN LEFT, NORTH, ON HARDING ROAD FOR 1.3 KM JD2821'(0.8 MI) TO A T ROAD INTERSECTION. TURN RIGHT, EAST, ON EAST JD2821'BOONVILLE ROAD FOR 1.1 KM (0.7 MI) TO THE AIRPORT TERMINAL ON THE JD2821'RIGHT. PASS THROUGH A GATE IN A CHAIN FENCE ON THE NORTH SIDE OF JD2821'TERMINAL TO THE NORTHWEST CORNER OF TIE-DOWN AREA AND TAXIWAY. GO JD2821'SOUTH ON TIE-DOWN AREA AND TAXIWAY FOR 0.4 KM (0.2 MI) TO THE JD2821'JUNCTION OF THE NORTHEAST END OF RUNWAY 05-23. CONTINUE SOUTHERLY ON JD2821'TAXIWAY FOR 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT JUST BEFORE JD2821'THE TAXIWAY TURNS TO THE EAST. JD2821'STATION IS 108.5 M (356.0 FT) WEST OF CENTER OF RUNWAY 18-36, 77.1 M JD2821'(253.0 FT) WEST OF THE NORTHWEST CORNER OF A CONCRETE SLAB FOR A VASI JD2821'LIGHT, 11.9 M (39.0 FT) EAST OF CENTERLINE OF TAXIWAY AND 0.3 M JD2821'(1.0 FT) NORTH OF A FIBERGLASS WITNESS POST. JD2821 JD2821 STATION RECOVERY (1996) JD2821 JD2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM) JD2821'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) EAST OF SEDALIA, MO., AT JD2821'THE SEDALIA MEMORIAL AIRPORT (DMO) , IN THE GRASS, ALONG THE JD2821'EAST-NORTHEAST SIDE OF THE MAIN TAXI, AT THE START OF A CURVE TO THE JD2821'EAST, NEAR AND NORTHWEST OF RUNWAY END 36. OWNERSHIP--CITY OF JD2821'SEDALIA, CITY HALL, SEDALIA, MO. 65301. AIRPORT MANAGER CHRIS COX, JD2821'PHONE 816-826-4128. MARK STEGNER, MAINTENANCE, KNOWS LOCATION OF ALL JD2821'MARKS. NOTE--CONTACT AIRPORT MANAGER ON ARRIVAL. NOTE--THIS STATION JD2821'IS A SECONDARY AIRPORT CONTROL STATION (SACS) . TO REACH THE STATION JD2821'FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 65, LOCATED NEAR THE CENTER JD2821'OF SEDALIA, GO EAST, 5.5 KM (3.40 MI) ALONG HIGHWAY 50 TO THE JUNCTION JD2821'OF HARDING ROAD ON THE LEFT. TURN LEFT, NORTH, 1.3 KM (0.80 MI) ALONG JD2821'THE ROAD TO A TEE JUNCTION AT EAST BOONVILLE ROAD. TURN RIGHT, EAST, JD2821'1.1 KM (0.70 MI) ALONG THE ROAD TO A GATE ON THE NORTH SIDE OF THE JD2821'AIRPORT TERMINAL. PASS THROUGH THE GATE, SOUTHERLY, 0.4 KM (0.25 MI) JD2821'ACROSS A TIE DOWN AREA AND ALONG THE TAXI TO THE STATION ON THE LEFT. JD2821'CONTINUE SOUTHERLY, 0.56 KM (0.35 MI) ALONG THE MAIN TAXI TO THE JD2821'STATION ON THE LEFT, JUST BEFOR THE CURVE. STATION IS 108.5 M (356.0 JD2821'FT) WEST OF THE RUNWAY END 36 CENTER, 77.1 M (253.0 FT) WEST OF THE JD2821'NORTHWEST CORNER OF A VASI LIGHTS CONCRETE BASE, 11.9 M (39.0 FT) JD2821'EAST-NORTHEAST OF THE TAXI CENTERLINE, 8.3 M (27.2 FT) NORTH-NORTHEAST JD2821'OF THE 8TH TAXI REFLECTOR WEST OF RUNWAY END 36, AND THE STATION IS JD2821'ABOUT 0.3 M (1.0 FT) BELOW THE TAXI LEVEL AND PROJECTING ABOUT 7-CM JD2821'ABOVE THE GROUND SURFACE. BY R.G. HAYES. NOTE--THE DATUM POINT IS A JD2821'PUNCH MARK ON THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A JD2821'DEPTH OF 3.7 M, (12.1 FT) IN A GREASE FILLED SLEEVE 1.0 M (3.3 FT) JD2821'LONG, ENCASED IN A 5-INCH PVC PIPE WITH LOGO CAP SURROUNDED BY JD2821'CONCRETE. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. JD2821 JD2821 STATION RECOVERY (1999) JD2821 JD2821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JDH) JD2821'RECOVERED AS DESCRIBED. JD2821 JD2821 STATION RECOVERY (2005) JD2821 JD2821'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JWS) JD2821'RECOVERED IN GOOD CONDITION.