1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1032 *********************************************************************** HE1032 DESIGNATION - CARL JCT DUPONT DE NEMOURS TK HE1032 PID - HE1032 HE1032 STATE/COUNTY- MO/JASPER HE1032 USGS QUAD - CARL JUNCTION (1978) HE1032 HE1032 *CURRENT SURVEY CONTROL HE1032 ___________________________________________________________________ HE1032* NAD 83(1997)- 37 09 44.76042(N) 094 32 49.22675(W) ADJUSTED HE1032* NAVD 88 - HE1032 ___________________________________________________________________ HE1032 LAPLACE CORR- 0.56 (seconds) DEFLEC99 HE1032 GEOID HEIGHT- -29.82 (meters) GEOID03 HE1032 HE1032 HORZ ORDER - THIRD HE1032 HE1032.The horizontal coordinates were established by classical geodetic methods HE1032.and adjusted by the National Geodetic Survey in February 2000. HE1032 HE1032 HE1032.The Laplace correction was computed from DEFLEC99 derived deflections. HE1032 HE1032.The geoid height was determined by GEOID03. HE1032 HE1032; North East Units Scale Factor Converg. HE1032;SPC MO W - 110,496.143 845,824.953 MT 0.99994139 -0 01 42.2 HE1032;SPC KS S - 462,465.519 751,015.167 MT 1.00002212 +2 25 45.2 HE1032;UTM 15 - 4,114,012.218 362,642.164 MT 0.99983242 -0 56 04.8 HE1032 HE1032 SUPERSEDED SURVEY CONTROL HE1032 HE1032 NAD 83(1997)- 37 09 44.76043(N) 094 32 49.22674(W) AD( ) 4 HE1032 NAD 83(1997)- 37 09 44.76781(N) 094 32 49.22946(W) AD( ) 4 HE1032 NAD 83(1986)- 37 09 44.77550(N) 094 32 49.22515(W) AD( ) 4 HE1032 NAD 27 - 37 09 44.57000(N) 094 32 48.40100(W) AD( ) 3 HE1032 HE1032.Superseded values are not recommended for survey control. HE1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1032.See file dsdata.txt to determine how the superseded data were derived. HE1032 HE1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6264214012(NAD 83) HE1032_MARKER: 53 = ELEVATED TANK HE1032 HE1032 HISTORY - Date Condition Report By HE1032 HISTORY - 1935 FIRST OBSERVED CGS HE1032 HISTORY - 1948 GOOD CGS HE1032 HISTORY - 1955 GOOD CGS HE1032 HISTORY - 20041224 MARK NOT FOUND USPSQD HE1032 HE1032 STATION DESCRIPTION HE1032 HE1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) HE1032'THIS INTERSECTION STATION IS THE CENTER OF THE WATER TANK AT HE1032'THE CARL JUNCTION EXPLOSIVES PLANT OF THE E.I. DUPONT DE HE1032'NEMOURS AND COMPANY INCORPORATED. IT IS A TALL STEEL TANK HE1032'WITH ROUND BOTTOM AND CONICAL TOP AND HAS A BALL AT THE TIP. HE1032'IT IS SUPPORTED BY FOUR LEGS AND IS PAINTED BLACK. IT IS HE1032'ABOUT 55 FEET HIGH AND BARELY CLEARS THE TOPS OF NEARBY TREES HE1032'AND IS NOT VERY PROMINENT. THERE IS A STEEL STACK HIGHER THAN HE1032'THE TANK ABOUT 250 FEET SE. THE TANK WAS ERECTED IN 1924. HE1032' HE1032'THE TANK IS ABOUT 1-1/2 MILES SE OF CARL JUNCTION AND ABOUT HE1032'4 MILES W OF WEBB CITY, IN THE SE 1/4 SEC. 8, T 28 N, R 33 W, HE1032'ABOUT 1 MILE W OF STATE HIGHWAY 57, AND AT THE SE EDGE OF THE HE1032'MAIN PART OF THE PLANT. HE1032 HE1032 STATION RECOVERY (1948) HE1032 HE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RER) HE1032'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION. HE1032 HE1032 STATION RECOVERY (1955) HE1032 HE1032'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ) HE1032'STATION RECOVERED AS DESCRIBED. HE1032 HE1032 STATION RECOVERY (2004) HE1032 HE1032'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1032'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1047 *********************************************************************** HE1047 DESIGNATION - JOPLIN FIRST METH CHURCH SPIRE HE1047 PID - HE1047 HE1047 STATE/COUNTY- MO/JASPER HE1047 USGS QUAD - JOPLIN WEST (1978) HE1047 HE1047 *CURRENT SURVEY CONTROL HE1047 ___________________________________________________________________ HE1047* NAD 83(1997)- 37 05 16.50002(N) 094 31 05.01526(W) ADJUSTED HE1047* NAVD 88 - HE1047 ___________________________________________________________________ HE1047 LAPLACE CORR- 0.05 (seconds) DEFLEC99 HE1047 GEOID HEIGHT- -29.60 (meters) GEOID03 HE1047 HE1047 HORZ ORDER - THIRD HE1047 HE1047.The horizontal coordinates were established by classical geodetic methods HE1047.and adjusted by the National Geodetic Survey in February 2000. HE1047 HE1047 HE1047.The Laplace correction was computed from DEFLEC99 derived deflections. HE1047 HE1047.The geoid height was determined by GEOID03. HE1047 HE1047; North East Units Scale Factor Converg. HE1047;SPC MO W - 102,225.876 848,394.415 MT 0.99994121 -0 00 39.2 HE1047;SPC KS S - 454,312.315 753,937.180 MT 1.00003994 +2 26 49.3 HE1047;UTM 15 - 4,105,703.317 365,080.334 MT 0.99982424 -0 54 56.1 HE1047 HE1047 SUPERSEDED SURVEY CONTROL HE1047 HE1047 NAD 83(1997)- 37 05 16.50004(N) 094 31 05.01525(W) AD( ) 4 HE1047 NAD 83(1997)- 37 05 16.50718(N) 094 31 05.01770(W) AD( ) 4 HE1047 NAD 83(1986)- 37 05 16.51502(N) 094 31 05.01159(W) AD( ) 4 HE1047 NAD 27 - 37 05 16.30100(N) 094 31 04.19800(W) AD( ) 3 HE1047 HE1047.Superseded values are not recommended for survey control. HE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1047.See file dsdata.txt to determine how the superseded data were derived. HE1047 HE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6508005703(NAD 83) HE1047_MARKER: 90 = CHURCH SPIRE HE1047 HE1047 HISTORY - Date Condition Report By HE1047 HISTORY - 1935 FIRST OBSERVED CGS HE1047 HISTORY - 20050115 POOR USPSQD HE1047 HE1047 STATION DESCRIPTION HE1047 HE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) HE1047'THIS INTERSECTION STATION IS THE CENTER OF THE FINIAL ON THE HE1047'SPIRE OF THE FIRST METHODIST EPISCOPAL CHURCH. THE CHURCH IS A HE1047'WHITE STONE BUILDING WITH A SQUARE WHITE STONE TOWER AT THE SE HE1047'CORNER. THE UPPER PART OF THE TOWER IS A BELFRY WITH LARGE HE1047'ARCHED TOP WINDOWS WITH ORNATE FRAMEWORK ON EACH SIDE. THE HE1047'BELFRY HAS BUTTRESS CORNERS WITH FLAT-CAP STONES. THERE ARE HE1047'PARAPET WALLS BETWEEN CORNER POSTS AT THE TOP OF THE TOWER. HE1047'THE TOWER IS SURMOUNTED BY A RED SHINGLE-COVERED SPIRE WITH A HE1047'FLEUR-DE-LIS ON A SHORT ORNATE FINIAL AT THE TIP. THE HE1047'SPIRE IS ABOUT 90 FEET HIGH AND IS THE MOST PROMINENT SPIRE IN HE1047'TOWN. THE BUILDING WAS ERECTED IN 1905. HE1047' HE1047'THE CHURCH IS AT THE W EDGE OF THE BUSINESS DISTRICT OF JOPLIN, HE1047'AT THE NW CORNER OF W FOURTH STREET AND BYERS AVENUE. BYERS HE1047'AVENUE IS FOUR BLOCKS W OF THE MAIN STREET OF TOWN. HE1047' HE1047'THERE IS A SIMILAR BUT LOWER TOWER WITHOUT A SPIRE AT THE CENTER HE1047'OF THE S SIDE OF THE BUILDING. HE1047 HE1047 STATION RECOVERY (2005) HE1047 HE1047'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1047'THE CHURCH TOWER WAS RECOVERED EXACTLY AS DESCRIBED, HOWEVER, HE1047'EVERYTHING ABOVE THE FLAT-CAP STONES HAS BEEN REMOVED. THE SPIRE AND HE1047'FINIAL ARE GONE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1053 *********************************************************************** HE1053 DESIGNATION - JOPLIN KEYSTONE HOTEL LNDRY TK HE1053 PID - HE1053 HE1053 STATE/COUNTY- MO/JASPER HE1053 USGS QUAD - JOPLIN WEST (1978) HE1053 HE1053 *CURRENT SURVEY CONTROL HE1053 ___________________________________________________________________ HE1053* NAD 83(1997)- 37 05 14.43811(N) 094 30 45.32957(W) ADJUSTED HE1053* NAVD 88 - HE1053 ___________________________________________________________________ HE1053 LAPLACE CORR- 0.04 (seconds) DEFLEC99 HE1053 GEOID HEIGHT- -29.60 (meters) GEOID03 HE1053 HE1053 HORZ ORDER - THIRD HE1053 HE1053.The horizontal coordinates were established by classical geodetic methods HE1053.and adjusted by the National Geodetic Survey in February 2000. HE1053 HE1053 HE1053.The Laplace correction was computed from DEFLEC99 derived deflections. HE1053 HE1053.The geoid height was determined by GEOID03. HE1053 HE1053; North East Units Scale Factor Converg. HE1053;SPC MO W - 102,162.238 848,880.554 MT 0.99994119 -0 00 27.3 HE1053;SPC KS S - 454,269.579 754,425.650 MT 1.00004009 +2 27 01.3 HE1053;UTM 15 - 4,105,632.020 365,565.352 MT 0.99982264 -0 54 44.2 HE1053 HE1053 SUPERSEDED SURVEY CONTROL HE1053 HE1053 NAD 83(1997)- 37 05 14.43813(N) 094 30 45.32956(W) AD( ) 4 HE1053 NAD 83(1997)- 37 05 14.44524(N) 094 30 45.33204(W) AD( ) 4 HE1053 NAD 83(1986)- 37 05 14.45301(N) 094 30 45.32609(W) AD( ) 4 HE1053 NAD 27 - 37 05 14.24000(N) 094 30 44.51100(W) AD( ) 3 HE1053 HE1053.Superseded values are not recommended for survey control. HE1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1053.See file dsdata.txt to determine how the superseded data were derived. HE1053 HE1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6556505632(NAD 83) HE1053_MARKER: 53 = ELEVATED TANK HE1053 HE1053 HISTORY - Date Condition Report By HE1053 HISTORY - 1935 FIRST OBSERVED CGS HE1053 HISTORY - 1949 GOOD CGS HE1053 HISTORY - 1955 GOOD CGS HE1053 HISTORY - 19910621 MARK NOT FOUND USPSQD HE1053 HISTORY - 20050115 MARK NOT FOUND USPSQD HE1053 HE1053 STATION DESCRIPTION HE1053 HE1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) HE1053'THIS INTERSECTION STATION IS THE CENTER OF THE KEYSTONE HOTEL HE1053'AND LAUNDRY WATER TANK. IT IS A TALL STEEL TANK WITH ROUND HE1053'BOTTOM AND CONICAL TOP WITH WIDE EAVES. IT HAS A BALL AT THE TIP. HE1053'IT IS SUPPORTED BY 4 LEGS AND HAS A PLATFORM AT THE TOP OF HE1053'THE LEGS. THE ENTIRE STRUCTURE IS PAINTED SILVER. IT IS HE1053'LETTERED KEYSTONE HOTEL AND LAUNDRY ON THE N AND S SIDES. THE HE1053'TANK IS ABOUT 125 FEET HIGH AND IS ONE OF THE MOST PROMINENT HE1053'OBJECTS IN JOPLIN. IT WAS ERECTED IN 1925. HE1053' HE1053'THE TANK IS NEAR THE CENTER OF THE BUSINESS SECTION OF JOPLIN HE1053'ON THE S SIDE OF THE KEYSTONE HOTEL WHICH IS ON THE S SIDE HE1053'OF E FOURTH STREET BETWEEN MAIN STREET AND VIRGINIA AVENUE. HE1053'THE TANK IS BETWEEN THE HOTEL AND THE LAUNDRY, ABOUT 20 HE1053'FEET S OF THE S SIDE OF THE HOTEL, ABOUT 200 FEET E OF MAIN HE1053'STREET, ABOUT 125 FEET S OF E FOURTH STREET, AND ABOUT 100 HE1053'FEET W OF VIRGINIA AVENUE. HE1053' HE1053'MAIN STREET IS U.S. HIGHWAYS 66 AND 71 AND IS THE MAIN STREET HE1053'OF JOPLIN. HE1053 HE1053 STATION RECOVERY (1949) HE1053 HE1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB) HE1053'RECOVERED AS DESCRIBED WITH ONE EXCEPTION. TANK IS SILVER HE1053'BUT THERE IS NO LETTERING OF ANY KIND ON IT. HE1053 HE1053 STATION RECOVERY (1955) HE1053 HE1053'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (LWQ) HE1053'STATION RECOVERED AS DESCRIBED. HE1053 HE1053 STATION RECOVERY (1991) HE1053 HE1053'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAN) HE1053'MARK NOT FOUND. HE1053 HE1053 STATION RECOVERY (2005) HE1053 HE1053'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1053'THE MAIN PORTION OF THIS BUILDING HAS BEEN RAZED AND THERE IS NO WATER HE1053'TANK AS DESCRIBED IN THE AREA. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1048 *********************************************************************** HE1048 DESIGNATION - JOPLIN SW BELL TEL MICROWAVE HE1048 PID - HE1048 HE1048 STATE/COUNTY- MO/JASPER HE1048 USGS QUAD - JOPLIN WEST (1978) HE1048 HE1048 *CURRENT SURVEY CONTROL HE1048 ___________________________________________________________________ HE1048* NAD 83(1997)- 37 05 00.63853(N) 094 30 59.17056(W) ADJUSTED HE1048* NAVD 88 - HE1048 ___________________________________________________________________ HE1048 LAPLACE CORR- 0.06 (seconds) DEFLEC99 HE1048 GEOID HEIGHT- -29.59 (meters) GEOID03 HE1048 HE1048 HORZ ORDER - THIRD HE1048 HE1048.The horizontal coordinates were established by classical geodetic methods HE1048.and adjusted by the National Geodetic Survey in February 2000. HE1048 HE1048 HE1048.The Laplace correction was computed from DEFLEC99 derived deflections. HE1048 HE1048.The geoid height was determined by GEOID03. HE1048 HE1048; North East Units Scale Factor Converg. HE1048;SPC MO W - 101,736.908 848,538.668 MT 0.99994120 -0 00 35.7 HE1048;UTM 15 - 4,105,212.190 365,216.834 MT 0.99982379 -0 54 52.3 HE1048 HE1048 SUPERSEDED SURVEY CONTROL HE1048 HE1048 NAD 83(1997)- 37 05 00.63842(N) 094 30 59.17061(W) AD( ) 4 HE1048 NAD 83(1997)- 37 05 00.64559(N) 094 30 59.17356(W) AD( ) 4 HE1048 NAD 83(1986)- 37 05 00.65300(N) 094 30 59.16736(W) AD( ) 4 HE1048 NAD 27 - 37 05 00.44349(N) 094 30 58.34882(W) AD( ) 3 HE1048 HE1048.Superseded values are not recommended for survey control. HE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1048.See file dsdata.txt to determine how the superseded data were derived. HE1048 HE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6521705212(NAD 83) HE1048_MARKER: 44 = MICROWAVE MAST HE1048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HE1048+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005 HE1048 HE1048 HISTORY - Date Condition Report By HE1048 HISTORY - 1965 FIRST OBSERVED CGS HE1048 HISTORY - 19910621 GOOD USPSQD HE1048 HISTORY - 20050115 GOOD USPSQD HE1048 HE1048 STATION DESCRIPTION HE1048 HE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (JCC) HE1048'THE STATION IS THE CENTER OF THE TOP OF A 218 FOOT HIGH, STEEL HE1048'MAST, (OVERALL HEIGHT) LOCATED ON THE NORTHEAST CORNER OF HE1048'THE TELEPHONE BUILDING AND AT THE INTERSECTION OF 8TH AND PEARL HE1048'STREETS IN JOPLIN. HE1048 HE1048 STATION RECOVERY (1991) HE1048 HE1048'RECOVERY NOTE BY US POWER SQUADRON 1991 (RN) HE1048'RECOVERED IN GOOD CONDITION. HE1048 HE1048 STATION RECOVERY (2005) HE1048 HE1048'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1048'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1045 *********************************************************************** HE1045 DESIGNATION - JOPLIN THOMAS FRUIT CO STACK HE1045 PID - HE1045 HE1045 STATE/COUNTY- MO/JASPER HE1045 USGS QUAD - JOPLIN WEST (1978) HE1045 HE1045 *CURRENT SURVEY CONTROL HE1045 ___________________________________________________________________ HE1045* NAD 83(1997)- 37 05 01.09156(N) 094 30 30.20557(W) ADJUSTED HE1045* NAVD 88 - HE1045 ___________________________________________________________________ HE1045 LAPLACE CORR- 0.05 (seconds) DEFLEC99 HE1045 GEOID HEIGHT- -29.59 (meters) GEOID03 HE1045 HE1045 HORZ ORDER - THIRD HE1045 HE1045.The horizontal coordinates were established by classical geodetic methods HE1045.and adjusted by the National Geodetic Survey in February 2000. HE1045 HE1045 HE1045.The Laplace correction was computed from DEFLEC99 derived deflections. HE1045 HE1045.The geoid height was determined by GEOID03. HE1045 HE1045; North East Units Scale Factor Converg. HE1045;SPC MO W - 101,750.779 849,254.016 MT 0.99994118 -0 00 18.2 HE1045;SPC KS S - 453,874.477 754,816.453 MT 1.00004102 +2 27 10.6 HE1045;UTM 15 - 4,105,214.766 365,932.227 MT 0.99982142 -0 54 34.8 HE1045 HE1045 SUPERSEDED SURVEY CONTROL HE1045 HE1045 NAD 83(1997)- 37 05 01.09158(N) 094 30 30.20556(W) AD( ) 4 HE1045 NAD 83(1997)- 37 05 01.09873(N) 094 30 30.20796(W) AD( ) 4 HE1045 NAD 83(1986)- 37 05 01.10646(N) 094 30 30.20221(W) AD( ) 4 HE1045 NAD 27 - 37 05 00.89200(N) 094 30 29.39000(W) AD( ) 3 HE1045 HE1045.Superseded values are not recommended for survey control. HE1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1045.See file dsdata.txt to determine how the superseded data were derived. HE1045 HE1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6593205215(NAD 83) HE1045_MARKER: 63 = STACK HE1045 HE1045 HISTORY - Date Condition Report By HE1045 HISTORY - 1935 FIRST OBSERVED CGS HE1045 HISTORY - 20050115 POOR USPSQD HE1045 HE1045 STATION DESCRIPTION HE1045 HE1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS) HE1045'THIS INTERSECTION STATION IS THE CENTER OF THE STACK AT THE HE1045'WAREHOUSE OF THE THOMAS FRUIT COMPANY. IT IS A SQUARE BRICK HE1045'STACK WITHOUT BATTER. THE UPPER 12 FEET OF THE STACK IS HE1045'SMALLER IN CROSS SECTION THAN THE LOWER PART, THE BREAK HE1045'BEING AT THE LETTER S IN THOMAS. THE STACK IS PAINTED BLACK HE1045'AND IS LETTERED, VERTICALLY, THOMAS FRUIT CO. ON EACH HE1045'SIDE. THE STACK IS ABOUT 80 FEET HIGH, AND IS QUITE PROMINENT. HE1045' HE1045'THE WAREHOUSE IS A BUFF COLORED BRICK BUILDING. IT IS HE1045'NEAR THE CENTER OF JOPLIN AT THE E EDGE OF THE BUSINESS HE1045'DISTRICT, ON THE S SIDE OF E SEVENTH STREET BETWEEN THE HE1045'FRISCO RAILROAD TRACK AND KENTUCKY AVENUE. THE STACK RISES HE1045'OUT OF THE TOP OF THE BUILDING ABOUT 20 FEET S OF THE NW HE1045'CORNER. IT IS ABOUT 75 FEET S OF E SEVENTH STREET AND ABOUT HE1045'200 FEET W OF THE RAILROAD TRACK, AND ABOUT 100 FEET W OF HE1045'THE ENTENSION OF MISSOURI AVENUE, WHICH IS 5 BLOCKS E OF THE HE1045'MAIN STREET OF TOWN. HE1045 HE1045 STATION RECOVERY (2005) HE1045 HE1045'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1045'THE WAREHOUSE REMAINS BUT THE UPPER PORTION OF THE STACK IS GONE. HE1045'ONLY WHAT APPEARS TO BE THE LARGER LOWER PORTION REMAINS ABOVE THE HE1045'ROOFLINE. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1212 *********************************************************************** HE1212 DESIGNATION - JS 003 HE1212 PID - HE1212 HE1212 STATE/COUNTY- MO/JASPER HE1212 USGS QUAD - JOPLIN EAST (1978) HE1212 HE1212 *CURRENT SURVEY CONTROL HE1212 ___________________________________________________________________ HE1212* NAD 83(1997)- 37 05 01.76183(N) 094 28 39.39837(W) ADJUSTED HE1212* NAVD 88 - 323.2 (meters) 1060. (feet) VERTCON HE1212 ___________________________________________________________________ HE1212 X - -397,734.836 (meters) COMP HE1212 Y - -5,079,074.171 (meters) COMP HE1212 Z - 3,824,995.320 (meters) COMP HE1212 LAPLACE CORR- -0.02 (seconds) DEFLEC99 HE1212 ELLIP HEIGHT- 293.44 (meters) (02/17/00) GPS OBS HE1212 GEOID HEIGHT- -29.59 (meters) GEOID03 HE1212 HE1212 HORZ ORDER - FIRST HE1212 ELLP ORDER - FOURTH CLASS I HE1212 HE1212.The horizontal coordinates were established by GPS observations HE1212.and adjusted by the National Geodetic Survey in February 2000. HE1212 HE1212.The NAVD 88 height was computed by applying the VERTCON shift value to HE1212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1212 HE1212.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1212 HE1212.The Laplace correction was computed from DEFLEC99 derived deflections. HE1212 HE1212.The ellipsoidal height was determined by GPS observations HE1212.and is referenced to NAD 83. HE1212 HE1212.The geoid height was determined by GEOID03. HE1212 HE1212; North East Units Scale Factor Converg. HE1212;SPC MO W - 101,771.643 851,990.606 MT 0.99994123 +0 00 48.6 HE1212;UTM 15 - 4,105,192.425 368,668.465 MT 0.99981248 -0 53 28.0 HE1212 HE1212! - Elev Factor x Scale Factor = Combined Factor HE1212!SPC MO W - 0.99995395 x 0.99994123 = 0.99989519 HE1212!UTM 15 - 0.99995395 x 0.99981248 = 0.99976644 HE1212 HE1212 SUPERSEDED SURVEY CONTROL HE1212 HE1212 NAD 83(1997)- 37 05 01.76185(N) 094 28 39.39836(W) AD( ) 1 HE1212 NAD 83(1997)- 37 05 01.76895(N) 094 28 39.40090(W) AD( ) 1 HE1212 NAD 83(1986)- 37 05 01.77630(N) 094 28 39.39540(W) AD( ) 1 HE1212 NGVD 29 (07/13/92) 323.0 (m) 1060. (f) GPS OBS HE1212 HE1212.Superseded values are not recommended for survey control. HE1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1212.See file dsdata.txt to determine how the superseded data were derived. HE1212 HE1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6866805192(NAD 83) HE1212_MARKER: DD = SURVEY DISK HE1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1212_STAMPING: JS-003 1991 HE1212_MARK LOGO: MOGS HE1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1212+STABILITY: SURFACE MOTION HE1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1212+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005 HE1212 HE1212 HISTORY - Date Condition Report By HE1212 HISTORY - 1991 MONUMENTED MOGS HE1212 HISTORY - 20030607 GOOD INDIV HE1212 HISTORY - 20050115 GOOD USPSQD HE1212 HE1212 STATION DESCRIPTION HE1212 HE1212'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1212'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1212'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1212'IN CONCRETE AND ARE LOCATED SOUTHWEST OF THE INTERSECTION OF RANGE HE1212'LINE ROAD AND EAST 7TH STREET IN THE EAST PART OF JOPLIN. THE MARK IS HE1212'24 FT (7.3 M) NORTH OF THE CENTER LINE OF A DEAD END STREET ON THE HE1212'NORTH SIDE OF THE FOREST PARK BAPTIST CHURCH, 10.0 FT (3.0 M) HE1212'NORTHEAST OF A FIRE HYDRANT, 41.7 FT (12.7 M) EAST OF A NAIL AND HE1212'SHINER IN A POWER POLE, 71.9 FT (21.9 M) SOUTH OF A TRAFFIC CONTROL HE1212'SIGNAL BOX, 45.0 FT (13.7 M) SOUTHWEST OF A NAIL AND SHINER IN A HE1212'POWER POLE, 1.0 FT (0.3 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK HE1212'AND 3.0 FT (0.9 M) WEST OF A CARSONITE SIGN POST. HE1212'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE HE1212'IN THE SOUTHEAST CORNER OF A CONCRETE BASE OF A TRAFFIC SIGNAL HE1212'CONTROL BOX NORTHEAST OF THE INTERSECTION OF 3RD STREET AND RANGE HE1212'LINE ROAD. THE MARK IS 8.8 FT (2.7 M) EAST OF THE BACK OF THE CURB HE1212'OF RANGE LINE ROAD, 56.5 FT (17.2 M) NORTH OF THE CENTER LINE OF 3RD HE1212'STREET, 4.6 FT (1.4 M) NORTHEAST OF A LAMP POLE BASE, 41.8 FT HE1212'(12.7 M) SOUTHWEST OF A LAMP POLE BASE AND 2.6 FT (0.8 M) EAST OF A HE1212'CARSONITE SIGN POST. HE1212'STATION AND ZIMUTH MARK TO REACH HE1212'THE STATION IS SOUTHWEST OF THE INTERSECTION OF EAST 7TH STREET AND HE1212'RANGE LINE ROAD IN THE EAST PART OF JOPLIN. HE1212'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON RANGE LINE ROAD HE1212'FOR 0.25 MILES TO EAST 3RD STREET AND THE MARK ON THE RIGHT AS HE1212'DESCRIBED. HE1212'SPECIAL INFORMATION HE1212'DATE OF REPORT 08-06-1991 HE1212 HE1212 STATION RECOVERY (2003) HE1212 HE1212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) HE1212'THE STATION WAS RECOVERED IN GOOD CONDITION. HOWEVER, THE AZIMUTH MARK HE1212'WAS SEARCHED FOR AND NOT FOUND. THE TRAFFIC SIGNAL WAS REMOVED AT 3RD HE1212'AND RANGELINE DURING ROADWAY IMPROVEMENTS AND THE AZIMUTH IS BELIEVED HE1212'TO HAVE BEEN DESTROYED. HE1212 HE1212 STATION RECOVERY (2005) HE1212 HE1212'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1212'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1214 *********************************************************************** HE1214 DESIGNATION - JS 005 HE1214 PID - HE1214 HE1214 STATE/COUNTY- MO/JASPER HE1214 USGS QUAD - JOPLIN EAST (1978) HE1214 HE1214 *CURRENT SURVEY CONTROL HE1214 ___________________________________________________________________ HE1214* NAD 83(1997)- 37 07 13.51996(N) 094 29 36.93344(W) ADJUSTED HE1214* NAVD 88 - 315.1 (meters) 1034. (feet) VERTCON HE1214 ___________________________________________________________________ HE1214 X - -398,959.086 (meters) COMP HE1214 Y - -5,076,513.823 (meters) COMP HE1214 Z - 3,828,230.143 (meters) COMP HE1214 LAPLACE CORR- 0.03 (seconds) DEFLEC99 HE1214 ELLIP HEIGHT- 285.39 (meters) (02/17/00) GPS OBS HE1214 GEOID HEIGHT- -29.69 (meters) GEOID03 HE1214 HE1214 HORZ ORDER - FIRST HE1214 ELLP ORDER - FOURTH CLASS I HE1214 HE1214.The horizontal coordinates were established by GPS observations HE1214.and adjusted by the National Geodetic Survey in February 2000. HE1214 HE1214.The NAVD 88 height was computed by applying the VERTCON shift value to HE1214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1214 HE1214.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1214 HE1214.The Laplace correction was computed from DEFLEC99 derived deflections. HE1214 HE1214.The ellipsoidal height was determined by GPS observations HE1214.and is referenced to NAD 83. HE1214 HE1214.The geoid height was determined by GEOID03. HE1214 HE1214; North East Units Scale Factor Converg. HE1214;SPC MO W - 105,832.982 850,569.397 MT 0.99994118 +0 00 13.9 HE1214;UTM 15 - 4,109,275.188 367,311.751 MT 0.99981689 -0 54 05.4 HE1214 HE1214! - Elev Factor x Scale Factor = Combined Factor HE1214!SPC MO W - 0.99995522 x 0.99994118 = 0.99989640 HE1214!UTM 15 - 0.99995522 x 0.99981689 = 0.99977211 HE1214 HE1214 SUPERSEDED SURVEY CONTROL HE1214 HE1214 NAD 83(1997)- 37 07 13.51996(N) 094 29 36.93344(W) AD( ) 1 HE1214 NAD 83(1997)- 37 07 13.52704(N) 094 29 36.93599(W) AD( ) 1 HE1214 NAD 83(1986)- 37 07 13.53433(N) 094 29 36.93046(W) AD( ) 1 HE1214 NGVD 29 (07/13/92) 315.0 (m) 1033. (f) GPS OBS HE1214 HE1214.Superseded values are not recommended for survey control. HE1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1214.See file dsdata.txt to determine how the superseded data were derived. HE1214 HE1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6731209275(NAD 83) HE1214_MARKER: DD = SURVEY DISK HE1214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1214_STAMPING: JS-005 1991 HE1214_MARK LOGO: MOGS HE1214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1214+STABILITY: SURFACE MOTION HE1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1214+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HE1214 HE1214 HISTORY - Date Condition Report By HE1214 HISTORY - 1991 MONUMENTED MOGS HE1214 HISTORY - 20041224 GOOD USPSQD HE1214 HE1214 STATION DESCRIPTION HE1214 HE1214'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1214'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1214'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISK SET HE1214'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF ST. LOUIS HE1214'AVENUE IN THE NORTH PART OF JOPLIN IN SECTION 25, T28N, R33W. THE HE1214'STATION IS 24.6 FT (7.5 M) EAST OF THE CENTERLINE, 5.0 FT (1.5 M) HE1214'WEST OF A NAIL AND SHINER IN A CORNER FENCE POST, 37.6 FT (11.5 M) HE1214'NORTH OF A CONCRETE CULVERT AT A FIELD ENTRANCE, 117 FT (35.7 M) SOUTH HE1214'OF A FIELD ENTRANCE ON THE WEST SIDE OF ST. LOUIS AVENUE, AND 64.5 FT HE1214'(19.7 M) NORTHEAST OF A NAIL AND SHINER IN A POWER POLE. HE1214'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1214'IS LOCATED ABOUT ONE QUARTER MILE NORTH OF THE STATION IN THE WEST HE1214'RIGHT-OF-WAY OF ST. LOUIS AVENUE OPPOSITE THE CENTER LINE OF MOUNT HE1214'HOPE ROAD TO THE EAST. THE MARK IS 80.2 FT (24.4 M) SOUTH OF THE HE1214'SOUTH END OF A CONCRETE CULVERT, 14.1 FT (4.3 M) NORTHWEST OF THE HE1214'WEST END OF A CONCRETE CULVERT, AND 5.3 FT (1.6 M) EAST OF A NAIL AND HE1214'SHINER IN A CUT OFF POWER POLE. HE1214'STATION AND ZIMUTH MARK TO REACH HE1214'TO REACH THE STATION FROM THE INTERSECTION OF RANGE LINE ROAD (ALSO HE1214'U.S. HIGHWAY 71), AND ZORA ROAD (ALSO BUS. 71), GO WEST ON ZORA FOR HE1214'1.0 MILES TO INTERSECTION WITH ST. LOUIS AVENUE, TURN RIGHT AND GO HE1214'NORTH ON ST. LOUIS FOR 0.5 MILES TO THE TOP OF A HILL AND THE STATION HE1214'ON THE RIGHT AS DESCRIBED. HE1214'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTH ON ST. LOUIS HE1214'FOR 0.25 MILES TO THE INTERSECTION WITH MOUNT HOPE ROAD ON THE RIGHT HE1214'AND THE MARK ON THE LEFT HE1214'SPECIAL INFORMATION HE1214'DATE OF REPORT 08-06-1991 HE1214 HE1214 STATION RECOVERY (2004) HE1214 HE1214'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1214'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1215 *********************************************************************** HE1215 DESIGNATION - JS 006 HE1215 PID - HE1215 HE1215 STATE/COUNTY- MO/JASPER HE1215 USGS QUAD - JOPLIN WEST (1978) HE1215 HE1215 *CURRENT SURVEY CONTROL HE1215 ___________________________________________________________________ HE1215* NAD 83(1997)- 37 05 24.07217(N) 094 30 40.88339(W) ADJUSTED HE1215* NAVD 88 - 303.0 (meters) 994. (feet) VERTCON HE1215 ___________________________________________________________________ HE1215 X - -400,692.335 (meters) COMP HE1215 Y - -5,078,409.578 (meters) COMP HE1215 Z - 3,825,531.882 (meters) COMP HE1215 LAPLACE CORR- 0.03 (seconds) DEFLEC99 HE1215 ELLIP HEIGHT- 273.35 (meters) (02/17/00) GPS OBS HE1215 GEOID HEIGHT- -29.61 (meters) GEOID03 HE1215 HE1215 HORZ ORDER - FIRST HE1215 ELLP ORDER - FOURTH CLASS I HE1215 HE1215.The horizontal coordinates were established by GPS observations HE1215.and adjusted by the National Geodetic Survey in February 2000. HE1215 HE1215.The NAVD 88 height was computed by applying the VERTCON shift value to HE1215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1215 HE1215.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1215 HE1215.The Laplace correction was computed from DEFLEC99 derived deflections. HE1215 HE1215.The ellipsoidal height was determined by GPS observations HE1215.and is referenced to NAD 83. HE1215 HE1215.The geoid height was determined by GEOID03. HE1215 HE1215; North East Units Scale Factor Converg. HE1215;SPC MO W - 102,459.202 848,990.392 MT 0.99994119 -0 00 24.7 HE1215;UTM 15 - 4,105,927.177 365,679.850 MT 0.99982226 -0 54 41.7 HE1215 HE1215! - Elev Factor x Scale Factor = Combined Factor HE1215!SPC MO W - 0.99995710 x 0.99994119 = 0.99989830 HE1215!UTM 15 - 0.99995710 x 0.99982226 = 0.99977937 HE1215 HE1215 SUPERSEDED SURVEY CONTROL HE1215 HE1215 NAD 83(1997)- 37 05 24.07218(N) 094 30 40.88339(W) AD( ) 1 HE1215 NAD 83(1997)- 37 05 24.07926(N) 094 30 40.88594(W) AD( ) 1 HE1215 NAD 83(1986)- 37 05 24.08674(N) 094 30 40.88006(W) AD( ) 1 HE1215 NGVD 29 (07/13/92) 302.9 (m) 994. (f) GPS OBS HE1215 HE1215.Superseded values are not recommended for survey control. HE1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1215.See file dsdata.txt to determine how the superseded data were derived. HE1215 HE1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6568005927(NAD 83) HE1215_MARKER: DD = SURVEY DISK HE1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1215_STAMPING: JS-006 1991 HE1215_MARK LOGO: MOGS HE1215_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1215+STABILITY: SURFACE MOTION HE1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1215+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2005 HE1215 HE1215 HISTORY - Date Condition Report By HE1215 HISTORY - 1991 MONUMENTED MOGS HE1215 HISTORY - 20030604 GOOD INDIV HE1215 HISTORY - 20050115 GOOD USPSQD HE1215 HE1215 STATION DESCRIPTION HE1215 HE1215'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1215'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1215'THE STATION IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE ON HE1215'THE EAST SIDE OF THE TOP OF A CONCRETE WALL OF A STORM SEWER INLET ON HE1215'THE NORTH SIDE OF BROADWAY STREET 150 FT (45.7 M) WEST OF THE BRIDGE HE1215'ACROSS THE KANSAS SOUTHERN RAILROAD. THE STATION IS 29.4 FT (9.0 M) HE1215'NORTH OF THE CENTER LINE OF BROADWAY STREET, 2.6 FT (0.8 M) NORTH OF HE1215'THE SOUTH EDGE OF THE TOP OF THE INLET, 0.3 FT (0.1 M) WEST OF THE HE1215'EAST EDGE, 3.7 FT (1.1 M) SOUTH OF THE NORTH EDGE OF THE INLET AND HE1215'9.6 FT (2.9 M) SOUTH OF A CARSONITE SIGN POST. HE1215'THE AZIMUTH MARK IS A D.N.R. AUMINUM G HE1215'R.S. DISK SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE WALL OF A HE1215'STORM SEWER INLET NORTHEAST OF THE INTERSECTION OF BROADWAY AND HE1215'LANDRETH STREETS ABOUT ONE QUARTER MILE EAST OF THE STATION. THE HE1215'MARK IS 57 FT (17.4 M) EAST OF TH CENTER LINE OF LANDRETH STREET, 30 HE1215'FT (9.1 M) NORTH OF THE CENTER LINE OF BROADWAY STREET, 40.3 FT HE1215'(12.3 M) SOUTH OF A 36 INCH CONCRETE RETAINING WALL, 27.9 FT (8.5 M) HE1215'EAST OF A NAIL AND SHINER IN A POWER POLE, AND 4.3 FT (1.3 M) HE1215'SOUTHEAST OF A CARSONITE SIGN POST. HE1215'STATION AND ZIMUTH MARK TO REACH HE1215'TO REACH THE STATION FROM THE INTERSECTION OF MAIN STREET AND BROADWAY HE1215'IN JOPLIN, GO EAST ON BROADWAY FOR 0.08 MILES TO THE STATION ON THE HE1215'LEFT AS DESCRIBED. HE1215'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE EAST ON BROADWAY HE1215'ACROSS BRIDGE OVER RAILROAD TO LANDRETH STREET AND THE MARK ON THE HE1215'LEFT AS DESCRIBED. HE1215'SPECIAL INFORMATION HE1215'DATE OF REPORT 08-06-1991 HE1215 HE1215 STATION RECOVERY (2003) HE1215 HE1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) HE1215'STATION AND AZIMUTH BOTH FOUND IN GOOD CONDITION. HE1215 HE1215 STATION RECOVERY (2005) HE1215 HE1215'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE1215'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1218 *********************************************************************** HE1218 FBN - This is a Federal Base Network Control Station. HE1218 DESIGNATION - JS 009 HE1218 PID - HE1218 HE1218 STATE/COUNTY- MO/JASPER HE1218 USGS QUAD - WEBB CITY (1975) HE1218 HE1218 *CURRENT SURVEY CONTROL HE1218 ___________________________________________________________________ HE1218* NAD 83(1997)- 37 08 32.72594(N) 094 29 47.42706(W) ADJUSTED HE1218* NAVD 88 - 300.979 (meters) 987.46 (feet) ADJUSTED HE1218 ___________________________________________________________________ HE1218 X - -399,100.903 (meters) COMP HE1218 Y - -5,075,012.765 (meters) COMP HE1218 Z - 3,830,168.352 (meters) COMP HE1218 LAPLACE CORR- 0.07 (seconds) DEFLEC99 HE1218 ELLIP HEIGHT- 271.20 (meters) (02/11/04) GPS OBS HE1218 GEOID HEIGHT- -29.76 (meters) GEOID03 HE1218 DYNAMIC HT - 300.738 (meters) 986.67 (feet) COMP HE1218 MODELED GRAV- 979,821.2 (mgal) NAVD 88 HE1218 HE1218 HORZ ORDER - B HE1218 VERT ORDER - SECOND CLASS II HE1218 ELLP ORDER - FOURTH CLASS I HE1218 HE1218.This mark is at Joplin Regional Airport (JLN) HE1218 HE1218.The horizontal coordinates were established by GPS observations HE1218.and adjusted by the National Geodetic Survey in March 1998. HE1218 HE1218.The orthometric height was determined by differential leveling HE1218.and adjusted by the National Geodetic Survey in March 1998. HE1218 HE1218.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1218 HE1218.The Laplace correction was computed from DEFLEC99 derived deflections. HE1218 HE1218.The ellipsoidal height was determined by GPS observations HE1218.and is referenced to NAD 83. HE1218 HE1218.The geoid height was determined by GEOID03. HE1218 HE1218.The dynamic height is computed by dividing the NAVD 88 HE1218.geopotential number by the normal gravity value computed on the HE1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HE1218.degrees latitude (g = 980.6199 gals.). HE1218 HE1218.The modeled gravity was interpolated from observed gravity values. HE1218 HE1218; North East Units Scale Factor Converg. HE1218;SPC MO W - 108,274.572 850,310.273 MT 0.99994118 +0 00 07.6 HE1218;UTM 15 - 4,111,720.265 367,091.276 MT 0.99981761 -0 54 13.4 HE1218 HE1218! - Elev Factor x Scale Factor = Combined Factor HE1218!SPC MO W - 0.99995744 x 0.99994118 = 0.99989863 HE1218!UTM 15 - 0.99995744 x 0.99981761 = 0.99977506 HE1218 HE1218 SUPERSEDED SURVEY CONTROL HE1218 HE1218 ELLIP H (03/31/98) 271.25 (m) GP( ) 3 1 HE1218 NAD 83(1997)- 37 08 32.73301(N) 094 29 47.42963(W) AD( ) 1 HE1218 NAD 83(1986)- 37 08 32.74022(N) 094 29 47.42423(W) AD( ) 1 HE1218 NAVD 88 (03/31/98) 300.98 (m) 987.5 (f) LEVELING 3 HE1218 NGVD 29 (07/13/92) 300.9 (m) 987. (f) GPS OBS HE1218 HE1218.Superseded values are not recommended for survey control. HE1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1218.See file dsdata.txt to determine how the superseded data were derived. HE1218 HE1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6709111720(NAD 83) HE1218_MARKER: DD = SURVEY DISK HE1218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1218_STAMPING: JS 009-1991 HE1218_MARK LOGO: MODNR HE1218_MAGNETIC: N = NO MAGNETIC MATERIAL HE1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1218+STABILITY: SURFACE MOTION HE1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1218+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HE1218 HE1218 HISTORY - Date Condition Report By HE1218 HISTORY - 1991 MONUMENTED MOGS HE1218 HISTORY - 19961119 GOOD NGS HE1218 HISTORY - 19970219 GOOD NGS HE1218 HISTORY - 19990709 GOOD NGS HE1218 HISTORY - 20030709 GOOD MODNR HE1218 HISTORY - 20030724 GOOD MODNR HE1218 HISTORY - 20041224 GOOD USPSQD HE1218 HE1218 STATION DESCRIPTION HE1218 HE1218'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1218'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1218'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1218'IN CONCRETE. THE STATION IS LOCATED IN THE NORTH RIGHT-OF-WAY OF HE1218'MISSOURI ROUTE -171- ON THE SOUTH SIDE OF THE JOPLIN MUNICIPAL HE1218'AIRPORT IN THE SOUTHEAST QUARTER OF SECTION 14, T28N, R33W. THE HE1218'STATION IS 52.7 FT (16.1 M) NORTH OF THE CENTER LINE OF HIGHWAY HE1218'-171-, 54.8 FT (16.7 M) NORTHEAST OF SPEED LIMIT SIGN POST, 11.4 FT HE1218'(3.5 M) SOUTHEAST OF A 2 INCH STEEL PIPE BRACE POST, 9.7 FT (3.0 M) HE1218'SOUTHWEST OF ANOTHER 2- STEEL PIPE BRACE POST AND 9.0 FT (2.7 M) SOUTH HE1218'OF THE RIGHT-OF-WAY FENCE. HE1218'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1218'IS LOCATED 0.35 MILES WEST OF THE STATION 52.0 FT (15.8 M) NORTH OF HE1218'THE CENTER LINE OF HIGHWAY -161- NORTH OF A FIELD ENTRANCE SOUTH. HE1218'THE MARK IS 12 FT (3.7 M) SOUTH OF A 3 INCH STEEL PIPE FENCE CORNER HE1218'POST, 34.1 FT (10.4 M) NORTHEAST OF THE NORTHEAST EDGE OF A TELEPHONE HE1218'MANHOLE, 95.5 FT (29.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF ANOTHER HE1218'TELEPHONE MANHOLE, AND 27.0 FT (8.2 M) SOUTH OF A NATURAL GAS WARNING HE1218'SIGN POST. HE1218'STATION AND ZIMUTH MARK TO REACH HE1218'TO REACH THE STATION FROM THE INTERSECTION OF MO. ROUTE 171 AND HE1218'MISSOURI ROUTE 43 SOUTHWEST OF THE JOPLIN AIRPORT, GO EAST ON 171 FOR HE1218'0.4 MILES TO THE AZIMUTH MARK ON THE LEFT CONTINUE EAST ON ROUTE 171 HE1218'FOR 0.35 MILES TO THE TOP OF THE HILL AND THE STATION ON THE LEFT HE1218'SPECIAL INFORMATION HE1218'DATE OF REPORT 08-06-1991 HE1218 HE1218 STATION RECOVERY (1996) HE1218 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JDS) HE1218'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, MO., HE1218'NEAR THE WEST EDGE OF WEBB CITY, MO., ALONG THE SOUTH SIDE OF THE HE1218'SOUTH PERIMETER FENCE OF THE JOPLIN MUNICIPAL AIRPORT, EAST OF A DIRT HE1218'PARKING AREA, BETWEEN U.S. HIGHWAY 171 AND THE PERIMETER FENCE. HE1218'OWNERSHIP--STATE OF MISSOURI. NOTE--THIS STATION IS A (FBN/CBN HE1218'STATION) . TO REACH THE STATION FROM THE INTERSECTION OF STATE HE1218'HIGHWAYS 43 (DEMOTT AVE) AND 171 (N. MAIN ST RD.) ABOUT 6.4 KM (3.95 HE1218'MI) NORTH OF JOPLIN, GO EAST, 1.2 KM (0.75 MI) ALONG HIGHWAY 171, HE1218'PASSING THE AIRPORT ENTRANCE ON THE LEFT TO THE STATION ON THE LEFT, HE1218'BETWEEN THE HIGHWAY AND FENCE. STATION IS 16.7 M (54.8 FT) HE1218'EAST-NORTHEAST OF A SPEED LIMIT SIGN POST, 16.1 M (52.8 FT) NORTH OF HE1218'THE HIGHWAY 171 CENTERLINE, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A HE1218'2-INCH STEEL PIPE BRACED FENCE POST, 3.0 M (9.8 FT) SOUTH-SOUTHWEST OF HE1218'A 2-INCH STEEL PIPE BRACED FENCE POST, 2.7 M (8.9 FT) SOUTH OF THE HE1218'FENCE AND WITNESS POST, AND THE MONUMENT IS ABOUT 0.5 M (1.6 FT) BELOW HE1218'THE HIGHWAY LEVEL AND FLUSH WITH THE GROUND SURFACE. BY R.G. HAYES. HE1218 HE1218 STATION RECOVERY (1997) HE1218 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) HE1218'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, MO., HE1218'NEAR THE WEST EDGE OF WEBB CITY, MO., ALONG THE SOUTH SIDE OF THE HE1218'SOUTH PERIMETER FENCE OF THE JOPLIN MUNICIPAL AIRPORT, EAST OF A DIRT HE1218'PARKING AREA, BETWEEN U.S. HIGHWAY 171 AND THE PERIMETER FENCE. HE1218'OWNERSHIP--STATE OF MISSOURI. TO REACH THE STATION FROM THE HE1218'INTERSECTION OF STATE HIGHWAYS 43 (DEMOTT AVE) AND 171 (N MAIN ST RD) HE1218'ABOUT 6.4 KM (3.95 MI) NORTH OF JOPLIN, GO EAST, 1.2 KM (0.75 MI) HE1218'ALONG HIGHWAY 171, PASSING THE AIRPORT ENTRANCE ON THE LEFT TO THE HE1218'STATION ON THE LEFT, BETWEEN THE HIGHWAY AND FENCE. THE STATION IS AN HE1218'ALUMINUM DNR GEOGRAPHIC REFERENCE SYSTEM SURVEY MARKER SET IN THE TOP HE1218'OF A ROUND CONCRETE MONUMENT. IT IS, 16.7 M (54.8 FT) EAST-NORTHEAST HE1218'OF A SPEED LIMIT SIGN POST, 16.1 M (52.8 FT) NORTH OF THE HIGHWAY 171 HE1218'CENTERLINE, 3.5 M (11.5 FT) SOUTH-SOUTHEAST OF A 2-INCH STEEL PIPE HE1218'BRACED FENCE POST, 3.0 M (9.8 FT) SOUTH-SOUTHWEST OF A 2-INCH STEEL HE1218'PIPE BRACED FENCE POST, 2.7 M (8.9 FT) SOUTH OF THE FENCE AND WITNESS HE1218'POST, AND THE MONUMENT IS ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY LEVEL HE1218'AND FLUSH WITH THE GROUND SURFACE. BY R.G. HAYES. HE1218 HE1218 STATION RECOVERY (1999) HE1218 HE1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL) HE1218'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES. THE SPEED LIMIT HE1218'SIGN HAS BEEN REMOVED AND THE STATION IS 5.2 M (17.1 FT) NORTH OF THE HE1218'PAVED SHOULDER EDGE OF THE HIGHWAY. HE1218 HE1218 STATION RECOVERY (2003) HE1218 HE1218'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC) HE1218'RECOVERED IN GOOD CONDITION. HE1218 HE1218 STATION RECOVERY (2003) HE1218 HE1218'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (JT) HE1218'RECOVERED BY MODOT AS DESCRIBED. HE1218 HE1218 STATION RECOVERY (2004) HE1218 HE1218'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1218'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1223 *********************************************************************** HE1223 DESIGNATION - JS 014 HE1223 PID - HE1223 HE1223 STATE/COUNTY- MO/JASPER HE1223 USGS QUAD - WEBB CITY (1975) HE1223 HE1223 *CURRENT SURVEY CONTROL HE1223 ___________________________________________________________________ HE1223* NAD 83(1997)- 37 09 37.17859(N) 094 28 26.60323(W) ADJUSTED HE1223* NAVD 88 - 297.6 (meters) 976. (feet) VERTCON HE1223 ___________________________________________________________________ HE1223 X - -397,018.428 (meters) COMP HE1223 Y - -5,073,969.651 (meters) COMP HE1223 Z - 3,831,750.000 (meters) COMP HE1223 LAPLACE CORR- 0.10 (seconds) DEFLEC99 HE1223 ELLIP HEIGHT- 267.73 (meters) (02/17/00) GPS OBS HE1223 GEOID HEIGHT- -29.82 (meters) GEOID03 HE1223 HE1223 HORZ ORDER - FIRST HE1223 ELLP ORDER - FOURTH CLASS I HE1223 HE1223.The horizontal coordinates were established by GPS observations HE1223.and adjusted by the National Geodetic Survey in February 2000. HE1223 HE1223.The NAVD 88 height was computed by applying the VERTCON shift value to HE1223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1223 HE1223.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1223 HE1223.The Laplace correction was computed from DEFLEC99 derived deflections. HE1223 HE1223.The ellipsoidal height was determined by GPS observations HE1223.and is referenced to NAD 83. HE1223 HE1223.The geoid height was determined by GEOID03. HE1223 HE1223; North East Units Scale Factor Converg. HE1223;SPC MO W - 110,261.705 852,304.285 MT 0.99994124 +0 00 56.4 HE1223;UTM 15 - 4,113,675.372 369,116.203 MT 0.99981103 -0 53 25.9 HE1223 HE1223! - Elev Factor x Scale Factor = Combined Factor HE1223!SPC MO W - 0.99995799 x 0.99994124 = 0.99989923 HE1223!UTM 15 - 0.99995799 x 0.99981103 = 0.99976903 HE1223 HE1223 SUPERSEDED SURVEY CONTROL HE1223 HE1223 NAD 83(1997)- 37 09 37.17859(N) 094 28 26.60323(W) AD( ) 1 HE1223 NAD 83(1997)- 37 09 37.18567(N) 094 28 26.60578(W) AD( ) 1 HE1223 NAD 83(1986)- 37 09 37.19291(N) 094 28 26.60050(W) AD( ) 1 HE1223 NGVD 29 (07/13/92) 297.5 (m) 976. (f) GPS OBS HE1223 HE1223.Superseded values are not recommended for survey control. HE1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1223.See file dsdata.txt to determine how the superseded data were derived. HE1223 HE1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6911613675(NAD 83) HE1223_MARKER: DD = SURVEY DISK HE1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1223_STAMPING: JS-014 1991 HE1223_MARK LOGO: MOGS HE1223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1223+STABILITY: SURFACE MOTION HE1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1223+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HE1223 HE1223 HISTORY - Date Condition Report By HE1223 HISTORY - 1991 MONUMENTED MOGS HE1223 HISTORY - 20041224 GOOD USPSQD HE1223 HE1223 STATION DESCRIPTION HE1223 HE1223'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1223'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1223'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1223'IN CONCRETE AND LOCATED IN THE WEST RIGHT-OF-WAY OF MADISON STREET IN HE1223'THE SOUTHEAST QUARTER OF SECTION 12, T28N, R33W AT THE NORTHWEST EDGE HE1223'OF WEBB CITY. THE STATION IS 27.7 FT (8.4 M) WEST OF THE CENTER LINE HE1223'OF MADISON STREET, 58 FT (17.7 M) NORTH OF A DIM TRAIL WEST, 78 FT HE1223'(23.8 M) SOUTH OF A FIELD ENTRANCE EAST, 152.8 FT (46.6 M) SOUTH OF A HE1223'NAIL AND SHINER IN A POWER POLE, 96.9 FT (29.5 M) NORTH OF A NAIL AND HE1223'SHINER IN A POWER POLE AND 2.7 FT (0.8 M) EAST OF A CARSONITE SIGN HE1223'POST. HE1223'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1223'IS LOCATED ONE QUARTER MILE SOUTH OF THE STATION IN THE EAST HE1223'RIGHT-OF-WAY OF MADISON STREET ACROSS FROM THE CARL JUNCTION ROAD AND HE1223'AT THE NORTHWEST CORNER OF THE WEBB CITY HIGH SCHOOL PARKING LOT. HE1223'THE MARK IS 17.4 FT (5.3 M) EAST OF THE CENTER LINE OF MADISON HE1223'STREET, 21.0 FT (6.4 M) SOUTH OF THE CENTER LINE OF CARL JUNCTION HE1223'ROAD, 23.5 FT (7.2 M) NORTH OF THE CENTER LINE OF THE NORTHERNMOST HE1223'ENTRANCE TO THE PARKING LOT, 40.7 FT (12.4 M) NORTHEAST OF A NAIL AND HE1223'SHINER IN A POWER POLE, 46.0 FT (14.0 M) SOUTHWEST OF A NATURAL GAS HE1223'WARNING SIGN POST, 3.1 FT (0.9 M) NORTHWEST OF A 7- STEEL GATE POST, HE1223'AND 7.4 FT (2.3 M) SOUTHWEST OF A CARSONITE SIGN POST. HE1223'STATION AND ZIMUTH MARK TO REACH HE1223'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS -66- AND HE1223'-71- AND MISSOURI ROUTE -171- IN WEBB CITY GO NORTH ON MADISON STREET HE1223'1.26 MILES TO THE TOP OF A HILL AND A DIM ROAD ON THE LEFT AND THE HE1223'STATION AS DESCRIBED. HE1223'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN SOUTH ON MADISON HE1223'STREET 0.25 MILES TO THE INTERSECTION WITH CARL JUNCTION ROAD ON THE HE1223'RIGHT AND THE MARK ON THE LEFT HE1223'SPECIAL INFORMATION HE1223'DATE OF REPORT 08-06-1991 HE1223 HE1223 STATION RECOVERY (2004) HE1223 HE1223'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1223'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1226 *********************************************************************** HE1226 DESIGNATION - JS 017 HE1226 PID - HE1226 HE1226 STATE/COUNTY- MO/JASPER HE1226 USGS QUAD - CARL JUNCTION (1978) HE1226 HE1226 *CURRENT SURVEY CONTROL HE1226 ___________________________________________________________________ HE1226* NAD 83(1997)- 37 08 35.94027(N) 094 32 08.47474(W) ADJUSTED HE1226* NAVD 88 - 292.3 (meters) 959. (feet) VERTCON HE1226 ___________________________________________________________________ HE1226 X - -402,565.918 (meters) COMP HE1226 Y - -5,074,672.122 (meters) COMP HE1226 Z - 3,830,242.103 (meters) COMP HE1226 LAPLACE CORR- 0.37 (seconds) DEFLEC99 HE1226 ELLIP HEIGHT- 262.52 (meters) (02/17/00) GPS OBS HE1226 GEOID HEIGHT- -29.76 (meters) GEOID03 HE1226 HE1226 HORZ ORDER - FIRST HE1226 ELLP ORDER - FOURTH CLASS I HE1226 HE1226.The horizontal coordinates were established by GPS observations HE1226.and adjusted by the National Geodetic Survey in February 2000. HE1226 HE1226.The NAVD 88 height was computed by applying the VERTCON shift value to HE1226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1226 HE1226.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1226 HE1226.The Laplace correction was computed from DEFLEC99 derived deflections. HE1226 HE1226.The ellipsoidal height was determined by GPS observations HE1226.and is referenced to NAD 83. HE1226 HE1226.The geoid height was determined by GEOID03. HE1226 HE1226; North East Units Scale Factor Converg. HE1226;SPC MO W - 108,374.248 846,829.561 MT 0.99994130 -0 01 17.6 HE1226;SPC KS S - 460,388.481 752,109.932 MT 1.00002654 +2 26 10.3 HE1226;UTM 15 - 4,111,874.938 363,612.985 MT 0.99982915 -0 55 38.7 HE1226 HE1226! - Elev Factor x Scale Factor = Combined Factor HE1226!SPC MO W - 0.99995880 x 0.99994130 = 0.99990011 HE1226!SPC KS S - 0.99995880 x 1.00002654 = 0.99998534 HE1226!UTM 15 - 0.99995880 x 0.99982915 = 0.99978796 HE1226 HE1226 SUPERSEDED SURVEY CONTROL HE1226 HE1226 NAD 83(1997)- 37 08 35.94028(N) 094 32 08.47474(W) AD( ) 1 HE1226 NAD 83(1997)- 37 08 35.94736(N) 094 32 08.47730(W) AD( ) 1 HE1226 NAD 83(1986)- 37 08 35.95433(N) 094 32 08.47202(W) AD( ) 1 HE1226 NGVD 29 (07/13/92) 292.2 (m) 959. (f) GPS OBS HE1226 HE1226.Superseded values are not recommended for survey control. HE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1226.See file dsdata.txt to determine how the superseded data were derived. HE1226 HE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6361311875(NAD 83) HE1226_MARKER: DD = SURVEY DISK HE1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1226_STAMPING: JS-017 1991 HE1226_MARK LOGO: MOGS HE1226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1226+STABILITY: SURFACE MOTION HE1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1226+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HE1226 HE1226 HISTORY - Date Condition Report By HE1226 HISTORY - 1991 MONUMENTED MOGS HE1226 HISTORY - 20041224 GOOD USPSQD HE1226 HE1226 STATION DESCRIPTION HE1226 HE1226'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1226'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1226'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1226'IN CONCRETE AND ARE LOCATED IN THE SOUTH RIGHT-OF-WAY OF FIR ROAD IN HE1226'THE NORTHEAST QUARTER OF SECTION 12, T28N, R33W APPROXIMATELY TWO HE1226'MILES WEST OF THE JOPLIN MUNICIPAL AIRPORT. THE STATION IS 30.4 FT HE1226'(9.3 M) SOUTH OF THE CENTER LINE OF FIR ROAD, 427 FT (130.1 M) EAST HE1226'OF THE CENTER LINE OF BRIARBROOK DRIVE NORTH, 64.7 FT (19.7 M) HE1226'SOUTHEAST OF A NAIL AND SHINER IN A POWER POLE, 90.2 FT (27.5 M) HE1226'SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, 6.9 FT (2.1 M) HE1226'NORTHWEST OF A STEEL FENCE POST, 7.8 FT (2.4 M) NORTHEAST OF A STEEL HE1226'FENCE POST, 37.8 FT (11.5 M) EAST OF A FENCE SOUTH, AND 1.5 FT HE1226'(0.5 M) NORTH OF A CARSONITE SIGN POST. HE1226'THE AZIMUTH MARK IS LOCATED ABOUT ONE QUARTER MILE EAST OF THE HE1226'STATION, 26 FT (7.9 M) NORTH OF THE CENTER LINE OF FIR ROAD AND 22 FT HE1226'(6.7 M) EAST OF THE CENTER LINE OF HICKORY PLACE. THE MARK IS 50.4 HE1226'FT (15.4 M) SOUTHEAST OF A WILLIAMS PIPELINE WARNING SIGN, 14.2 FT HE1226'(4.3 M) SOUTHWEST OF ANOTHER PIPELINE WARNING SIGN, 47.4 FT (14.4 M) HE1226'EAST OF A NAIL AND SHINER IN A POWER POLE, 1.9 FT (0.6 M) NORTHWEST OF HE1226'A STREET SIGN POST AND 1.5 FT (0.5 M) NORTHEAST OF A CARSONITE SIGN HE1226'POST. HE1226'STATION AND ZIMUTH MARK TO REACH HE1226'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES -171- HE1226'AND -43- WEST OF THE JOPLIN MUNICIPAL AIRPORT, GO WEST ON ROUTE -171- HE1226'0.5 MILES TO FIR ROAD ON THE LEFT TURN ONTO FIR ROAD AND GO WEST 0.9 HE1226'MILES TO THE STATION ON THE LEFT HE1226'TO REACH THE AZIMUTH MARK FROM THE STATION RETURN EAST ON FIR ROAD HE1226'0.24 MILES TO HICKORY PLACE AND THE MARK ON THE LEFT AS DESCRIBED. HE1226'SPECIAL INFORMATION HE1226'DATE OF REPORT 08-06-1991 HE1226 HE1226 STATION RECOVERY (2004) HE1226 HE1226'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1226'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE1229 *********************************************************************** HE1229 DESIGNATION - JS 020 HE1229 PID - HE1229 HE1229 STATE/COUNTY- MO/JASPER HE1229 USGS QUAD - CARL JUNCTION (1978) HE1229 HE1229 *CURRENT SURVEY CONTROL HE1229 ___________________________________________________________________ HE1229* NAD 83(1997)- 37 10 45.92321(N) 094 30 31.91057(W) ADJUSTED HE1229* NAVD 88 - 283.8 (meters) 931. (feet) VERTCON HE1229 ___________________________________________________________________ HE1229 X - -399,999.298 (meters) COMP HE1229 Y - -5,072,440.016 (meters) COMP HE1229 Z - 3,833,430.429 (meters) COMP HE1229 LAPLACE CORR- 0.35 (seconds) DEFLEC99 HE1229 ELLIP HEIGHT- 253.88 (meters) (02/17/00) GPS OBS HE1229 GEOID HEIGHT- -29.88 (meters) GEOID03 HE1229 HE1229 HORZ ORDER - FIRST HE1229 ELLP ORDER - FOURTH CLASS I HE1229 HE1229.The horizontal coordinates were established by GPS observations HE1229.and adjusted by the National Geodetic Survey in February 2000. HE1229 HE1229.The NAVD 88 height was computed by applying the VERTCON shift value to HE1229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1229 HE1229.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1229 HE1229.The Laplace correction was computed from DEFLEC99 derived deflections. HE1229 HE1229.The ellipsoidal height was determined by GPS observations HE1229.and is referenced to NAD 83. HE1229 HE1229.The geoid height was determined by GEOID03. HE1229 HE1229; North East Units Scale Factor Converg. HE1229;SPC MO W - 112,380.562 849,212.900 MT 0.99994118 -0 00 19.3 HE1229;UTM 15 - 4,115,842.595 366,059.106 MT 0.99982100 -0 54 43.1 HE1229 HE1229! - Elev Factor x Scale Factor = Combined Factor HE1229!SPC MO W - 0.99996016 x 0.99994118 = 0.99990134 HE1229!UTM 15 - 0.99996016 x 0.99982100 = 0.99978117 HE1229 HE1229 SUPERSEDED SURVEY CONTROL HE1229 HE1229 NAD 83(1997)- 37 10 45.92322(N) 094 30 31.91057(W) AD( ) 1 HE1229 NAD 83(1997)- 37 10 45.93030(N) 094 30 31.91313(W) AD( ) 1 HE1229 NAD 83(1986)- 37 10 45.93737(N) 094 30 31.90794(W) AD( ) 1 HE1229 NGVD 29 (07/13/92) 283.7 (m) 931. (f) GPS OBS HE1229 HE1229.Superseded values are not recommended for survey control. HE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1229.See file dsdata.txt to determine how the superseded data were derived. HE1229 HE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6605915843(NAD 83) HE1229_MARKER: DD = SURVEY DISK HE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1229_STAMPING: JS-020 1991 HE1229_MARK LOGO: MOGS HE1229_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1229+STABILITY: SURFACE MOTION HE1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1229+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2004 HE1229 HE1229 HISTORY - Date Condition Report By HE1229 HISTORY - 1991 MONUMENTED MOGS HE1229 HISTORY - 20041224 GOOD USPSQD HE1229 HE1229 STATION DESCRIPTION HE1229 HE1229'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1229'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1229'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1229'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF MISSOURI HE1229'ROUTE -43- IN THE NORTHWEST QUARTER OF SECTION 2, T28N, R33W. THE HE1229'STATION IS 71.8 FT (21.9 M) EAST OF THE HIGHWAY CENTER LINE, 6.8 FT HE1229'(2.1 M) SOUTHWEST OF A STEEL FENCE POST, 4.3 FT (1.3 M) WEST OF A HE1229'CARSONITE SIGN POST, 8.0 FT (2.4 M) NORTHWEST OF A STEEL FENCE POST, HE1229'84.5 FT (25.8 M) NORTH-NORTHWEST OF A NAIL AND SHINER IN A POWER HE1229'POLE, 100 FT (30.5 M) NORTH OF A FIELD ENTRANCE, AND 76.8 FT HE1229'(23.4 M) NORTHEAST OF THE NORTH END OF A CONCRETE CULVERT. HE1229'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1229'IS LOCATED ONE HALF MILE SOUTH OF THE STATION IN THE WEST HE1229'RIGHT-OF-WAY OF HIGHWAY -43-. THE MARK IS 12.4 FT (3.8 M) SOUTH OF A HE1229'STEEL RIGHT-OF-WAY POST, 12.3 FT (3.7 M) SOUTHEAST OF A NAIL AND HE1229'SHINER IN A FENCE POST, 4.1 FT (1.2 M) EAST OF A CARSONITE SIGN POST HE1229'AND 87.5 FT (26.7 M) NORTHEAST OF A NAIL AND SHINER IN A CORNER FENCE HE1229'POST. HE1229'STATION AND ZIMUTH MARK TO REACH HE1229'TO REACH THE STATION FROM THE INTERSECTION OF MISSOURI ROUTES 43 AND HE1229'96 ABOUT 3 MILES NORTHEAST OF CARL JUNCTION, GO SOUTH ON ROUTE 43 FOR HE1229'1.44 MILES TO THE STATION ON THE LEFT HE1229'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE SOUTH ON ROUTE 43 HE1229'FOR ONE HALF MILE TO THE CENTER CREEK PUBLIC ACCESS AND THE MARK AS HE1229'DESCRIBED. HE1229'SPECIAL INFORMATION HE1229'DATE OF REPORT 08-06-1991 HE1229 HE1229 STATION RECOVERY (2004) HE1229 HE1229'RECOVERY NOTE BY US POWER SQUADRON 2004 (SRS) HE1229'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 HE0275 *********************************************************************** HE0275 DESIGNATION - X 47 HE0275 PID - HE0275 HE0275 STATE/COUNTY- MO/JASPER HE0275 USGS QUAD - JOPLIN WEST (1978) HE0275 HE0275 *CURRENT SURVEY CONTROL HE0275 ___________________________________________________________________ HE0275* NAD 83(1986)- 37 05 30. (N) 094 30 44. (W) SCALED HE0275* NAVD 88 - 293.341 (meters) 962.40 (feet) ADJUSTED HE0275 ___________________________________________________________________ HE0275 GEOID HEIGHT- -29.61 (meters) GEOID03 HE0275 DYNAMIC HT - 293.106 (meters) 961.63 (feet) COMP HE0275 MODELED GRAV- 979,821.3 (mgal) NAVD 88 HE0275 HE0275 VERT ORDER - SECOND CLASS 0 HE0275 HE0275.The horizontal coordinates were scaled from a topographic map and have HE0275.an estimated accuracy of +/- 6 seconds. HE0275 HE0275.The orthometric height was determined by differential leveling HE0275.and adjusted by the National Geodetic Survey in June 1991. HE0275 HE0275.The geoid height was determined by GEOID03. HE0275 HE0275.The dynamic height is computed by dividing the NAVD 88 HE0275.geopotential number by the normal gravity value computed on the HE0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HE0275.degrees latitude (g = 980.6199 gals.). HE0275 HE0275.The modeled gravity was interpolated from observed gravity values. HE0275 HE0275; North East Units Estimated Accuracy HE0275;SPC MO W - 102,640. 848,910. MT (+/- 180 meters Scaled) HE0275 HE0275 SUPERSEDED SURVEY CONTROL HE0275 HE0275 NGVD 29 (??/??/92) 293.232 (m) 962.05 (f) ADJ UNCH 2 0 HE0275 HE0275.Superseded values are not recommended for survey control. HE0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE0275.See file dsdata.txt to determine how the superseded data were derived. HE0275 HE0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB656061(NAD 83) HE0275_MARKER: DB = BENCH MARK DISK HE0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE0275_STAMPING: X 47 1934 HE0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE0275+STABILITY: SURFACE MOTION HE0275 HE0275 HISTORY - Date Condition Report By HE0275 HISTORY - 1934 MONUMENTED CGS HE0275 HISTORY - 1988 MARK NOT FOUND USPSQD HE0275 HISTORY - 20050115 MARK NOT FOUND USPSQD HE0275 HE0275 STATION DESCRIPTION HE0275 HE0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 HE0275'AT JOPLIN. HE0275'AT JOPLIN, JASPER COUNTY, ON THE KANSAS CITY SOUTHERN RAILWAY, HE0275'75 FEET NORTH OF THE NORTHEAST CORNER OF THE STATION, AND 100 HE0275'FEET WEST OF THE MAIN TRACK. A STANDARD DISK SET IN THE TOP HE0275'OF A CONCRETE POST. HE0275 HE0275 STATION RECOVERY (1988) HE0275 HE0275'RECOVERY NOTE BY US POWER SQUADRON 1988 (MS) HE0275'MARK NOT FOUND. HE0275 HE0275 STATION RECOVERY (2005) HE0275 HE0275'RECOVERY NOTE BY US POWER SQUADRON 2005 (SRS) HE0275'WITH CONSIDERABLE MORE EFFORT, THIS MARK COULD POSSIBLY BE FOUND. THE HE0275'ABANDONED TRAIN STATION IS NOT READILY ACCESSABLE BECAUSE OF A CHAIN HE0275'LINK FENCE SUROUNDING IT. ALSO, THE NEARBY REFERENCED TRACKS HAVE HE0275'BEEN REMOVED. DIRT AND TRASH HAVE BUILT UP OVER THE PROBABLE AREA OF HE0275'THE MARK.