1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HE1211 *********************************************************************** HE1211 DESIGNATION - JS 002 HE1211 PID - HE1211 HE1211 STATE/COUNTY- MO/JASPER HE1211 USGS QUAD - JOPLIN EAST (1978) HE1211 HE1211 *CURRENT SURVEY CONTROL HE1211 ___________________________________________________________________ HE1211* NAD 83(1997)- 37 03 23.38796(N) 094 26 43.63638(W) ADJUSTED HE1211* NAVD 88 - 339.8 (meters) 1115. (feet) VERTCON HE1211 ___________________________________________________________________ HE1211 X - -395,026.974 (meters) COMP HE1211 Y - -5,081,132.480 (meters) COMP HE1211 Z - 3,822,585.533 (meters) COMP HE1211 LAPLACE CORR- 0.08 (seconds) DEFLEC99 HE1211 ELLIP HEIGHT- 310.11 (meters) (02/17/00) GPS OBS HE1211 GEOID HEIGHT- -29.59 (meters) GEOID99 HE1211 HE1211 HORZ ORDER - FIRST HE1211 ELLP ORDER - FOURTH CLASS I HE1211 HE1211.The horizontal coordinates were established by GPS observations HE1211.and adjusted by the National Geodetic Survey in February 2000. HE1211 HE1211.The NAVD 88 height was computed by applying the VERTCON shift value to HE1211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1211 HE1211.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1211 HE1211.The Laplace correction was computed from DEFLEC99 derived deflections. HE1211 HE1211.The ellipsoidal height was determined by GPS observations HE1211.and is referenced to NAD 83. HE1211 HE1211.The geoid height was determined by GEOID99. HE1211 HE1211; North East Units Scale Converg. HE1211;SPC MO W - 98,740.359 854,851.302 MT 0.99994147 +0 01 58.3 HE1211;UTM 15 - 4,102,116.779 371,480.588 MT 0.99980347 -0 52 16.2 HE1211 HE1211 SUPERSEDED SURVEY CONTROL HE1211 HE1211 NAD 83(1997)- 37 03 23.38798(N) 094 26 43.63637(W) AD( ) 1 HE1211 NAD 83(1997)- 37 03 23.39508(N) 094 26 43.63891(W) AD( ) 1 HE1211 NAD 83(1986)- 37 03 23.40241(N) 094 26 43.63353(W) AD( ) 1 HE1211 NGVD 29 (07/13/92) 339.7 (m) 1114. (f) GPS OBS HE1211 HE1211.Superseded values are not recommended for survey control. HE1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1211.See file dsdata.txt to determine how the superseded data were derived. HE1211 HE1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB7148102117(NAD 83) HE1211_MARKER: DD = SURVEY DISK HE1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1211_STAMPING: JS-002 1991 HE1211_MARK LOGO: MOGS HE1211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1211+STABILITY: SURFACE MOTION HE1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1211+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2003 HE1211 HE1211 HISTORY - Date Condition Report By HE1211 HISTORY - 1991 MONUMENTED MOGS HE1211 HISTORY - 20030605 GOOD INDIV HE1211 HE1211 STATION DESCRIPTION HE1211 HE1211'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1211'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1211'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1211'IN CONCRETE AND ARE LOCATED IN THE NORTH RIGHT-OF-WAY OF MISSOURI HE1211'ROUTE -FF- IN THE SE 1/4 OF SECTION 17, T27N, R32W ABOUT 400 FT HE1211'(121.9 M) WEST OF THE OVERPASS ACROSS INTERSTATE -44-. THE STATION IS HE1211'52 FT (15.8 M) NORTH OF THE CENTER LINE OF HIGHWAY -FF-, 74.2 FT HE1211'(22.6 M) NORTHWEST OF A STEEL POST WITH AN ARROW SIGN, 45.3 FT HE1211'(13.8 M) NORTHEAST OF ANOTHER STEEL POST WITH AN ARROW SIGN, AND 3.2 HE1211'FT (1.0 M) SOUTH OF A CARSONITE SIGN POST. HE1211'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1211'IS LOCATED ABOUT 0.3 MILES WEST OF THE STATION IN THE SOUTH HE1211'RIGHT-OF-WAY OF MISSOURI ROUTE -FF-. THE MARK IS 48 FT (14.6 M) HE1211'SOUTH OF THE HIGHWAY CENTER LINE, 4.1 FT (1.2 M) NORTH OF A NAIL AND HE1211'SHINER IN A CORNER FENCE POST, 4.7 FT (1.4 M) NORTHWEST OF A D.N.R. HE1211'LAND CORNER REFERENCE MONUMENT FOR THE QUARTER SECTION CORNER TO HE1211'SECTIONS 17 AND 20, T27N, R32W, 15.8 FT (4.8 M) NORTHWEST OF A NAIL HE1211'AND SHINER IN A POWER POLE, 162 FT (49.4 M) WEST OF A PRIVATE HE1211'ENTRANCE AND 2.3 FT (0.7 M) NORTH OF A CARSONITE SIGN POST. HE1211'STATION AND ZIMUTH MARK TO REACH HE1211'TO REACH THE STATION FROM THE INTERSECTION OF 32ND STREET AND RANGE HE1211'LINE ROAD IN THE SOUTHEAST PART OF JOPLIN, GO EAST ON 32ND ST. (ALSO HE1211'HIGHWAY FF), FOR 1.8 MILES TO A CURVE TO THE RIGHT JUST BEFORE HE1211'CROSSING INTERSTATE 44 AND THE STATION ON THE LEFT AS DESCRIBED. HE1211'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON HIGHWAY -FF- FOR HE1211'0.25 MILES TO A SIDE ROAD LEFT TURN LEFT AND GO SOUTH AND WEST ALONG HE1211'RIGHT-OF-WAY OF HIGHWAY -FF- APPROXIMATELY 300 FT (91.4 M) TO THE HE1211'MARK. HE1211'SPECIAL INFORMATION HE1211'DATE OF REPORT 08-06-1991 HE1211 HE1211 STATION RECOVERY (2003) HE1211 HE1211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) HE1211'STATION MARK FOUND AS DESCRIBED. AZIMUTH MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 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- -29.66 (meters) GEOID99 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 GEOID99. HE1212 HE1212; North East Units Scale 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 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 - June 07, 2003 HE1212 HE1212 HISTORY - Date Condition Report By HE1212 HISTORY - 1991 MONUMENTED MOGS HE1212 HISTORY - 20030607 GOOD INDIV 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. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 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- -29.68 (meters) GEOID99 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 GEOID99. HE1215 HE1215; North East Units Scale 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 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 - June 04, 2003 HE1215 HE1215 HISTORY - Date Condition Report By HE1215 HISTORY - 1991 MONUMENTED MOGS HE1215 HISTORY - 20030604 GOOD INDIV 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.