1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 DF8326 *********************************************************************** DF8326 DESIGNATION - LAFLIN AZ MK 2 DF8326 PID - DF8326 DF8326 STATE/COUNTY- MO/NEWTON DF8326 USGS QUAD - NEOSHO WEST (1972) DF8326 DF8326 *CURRENT SURVEY CONTROL DF8326 ___________________________________________________________________ DF8326* NAD 83(1997)- 36 51 05.28030(N) 094 25 39.71755(W) ADJUSTED DF8326* NAVD 88 - 363. (meters) 1191. (feet) SCALED DF8326 ___________________________________________________________________ DF8326 LAPLACE CORR- 1.42 (seconds) DEFLEC99 DF8326 GEOID HEIGHT- -29.01 (meters) GEOID03 DF8326 DF8326 HORZ ORDER - THIRD DF8326 DF8326.The horizontal coordinates were established by classical geodetic methods DF8326.and adjusted by the National Geodetic Survey in January 2004. DF8326 DF8326.The orthometric height was scaled from a topographic map. DF8326 DF8326.The Laplace correction was computed from DEFLEC99 derived deflections. DF8326 DF8326.The geoid height was determined by GEOID03. DF8326 DF8326; North East Units Scale Factor Converg. DF8326;SPC MO W - 75,989.187 856,447.722 MT 0.99994169 +0 02 36.1 DF8326;UTM 15 - 4,079,346.488 372,718.532 MT 0.99979958 -0 51 22.9 DF8326 DF8326! - Elev Factor x Scale Factor = Combined Factor DF8326!SPC MO W - 0.99994765 x 0.99994169 = 0.99988934 DF8326!UTM 15 - 0.99994765 x 0.99979958 = 0.99974724 DF8326 DF8326 SUPERSEDED SURVEY CONTROL DF8326 DF8326.No superseded survey control is available for this station. DF8326 DF8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA7271979346(NAD 83) DF8326_MARKER: DZ = AZIMUTH MARK DISK DF8326_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DF8326_SP_SET: HEADWALL CONCRETE CULVERT DF8326_STAMPING: LAFLIN 1961 NO 2 1984 DF8326_MARK LOGO: NGS DF8326_MAGNETIC: N = NO MAGNETIC MATERIAL DF8326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DF8326+STABILITY: POSITION/ELEVATION WELL DF8326 DF8326 HISTORY - Date Condition Report By DF8326 HISTORY - 1984 MONUMENTED NGS DF8326 HISTORY - 20050720 GOOD GEOCAC DF8326 DF8326 STATION DESCRIPTION DF8326 DF8326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) DF8326'THE STATION IS LOCATED ABOUT 3 1/5 MI SW OF NEOSHO, 2 MI (3.2 KM) W OF DF8326'U.S HWY 71 AND ON ROAD RIGHT-OF-WAY AT AN INTERSECTION OF PAVED ROAD. DF8326'TO REACH THE STATION FROM THE NEOSHO HIGH SCHOOL, GO S ON NEOSHO DF8326'BOULEVARD, WHICH IS ALSO BUSINESS ROUTE U.S HWY 60, FOR 0.8 MI (1.3 DF8326'KM) TO A SIDE ROAD RIGHT AT A WALMART STORE. TURN RIGHT AND GO W ON A DF8326'PAVED RAOD FOR 0.3 MI (0.5 KM) TO U.S HWY 71. CROSS THE HWY AND DF8326'CONTINUE W ON A PAVED ROAD, OLD U.S HWY 60, FOR 2.0 MI (3.2 KM) TO A DF8326'CROSS ROAD AND THE STATION IN THE NE ANGLE. THE STATION IS A STANDARD DF8326'NGS DISK, STAMPED---LAFLIN 1961 NO 2 1984---CEMENTED INTO A DRILLED DF8326'HOLE IN THE E END OF THE N HEADWALL OF A CONCRETE CULVERT UNDER THE DF8326'E-W ROAD. IT IS 23.0 FT (7.0 M) E FROM THE CENTERLINE OF THE N-S ROAD DF8326'AND 18.0 FT (5.5 M) N FROM THE CENTERLINE OF THE E-W ROAD. THE DF8326'STATION WAS POSITIONED BY ELECTRONIC TRAVERSE FROM STATION LAFLIN. DF8326 DF8326 STATION RECOVERY (2005) DF8326 DF8326'RECOVERY NOTE BY GEOCACHING 2005 (RCF) DF8326'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HE1231 *********************************************************************** HE1231 DESIGNATION - NE 002 HE1231 PID - HE1231 HE1231 STATE/COUNTY- MO/NEWTON HE1231 USGS QUAD - JOPLIN WEST (1978) HE1231 HE1231 *CURRENT SURVEY CONTROL HE1231 ___________________________________________________________________ HE1231* NAD 83(1997)- 37 02 25.35480(N) 094 30 51.84118(W) ADJUSTED HE1231* NAVD 88 - 315.10 (+/-2cm) 1033.8 (feet) VERTCON HE1231 ___________________________________________________________________ HE1231 X - -401,224.270 (meters) COMP HE1231 Y - -5,081,708.495 (meters) COMP HE1231 Z - 3,821,142.825 (meters) COMP HE1231 LAPLACE CORR- 0.45 (seconds) DEFLEC99 HE1231 ELLIP HEIGHT- 285.57 (meters) (02/17/00) GPS OBS HE1231 GEOID HEIGHT- -29.48 (meters) GEOID03 HE1231 HE1231 HORZ ORDER - FIRST HE1231 VERT ORDER - THIRD ? (See Below) HE1231 ELLP ORDER - FOURTH CLASS I HE1231 HE1231.The horizontal coordinates were established by GPS observations HE1231.and adjusted by the National Geodetic Survey in February 2000. HE1231 HE1231.The NAVD 88 height was computed by applying the VERTCON shift value to HE1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1231.The vertical order pertains to the NGVD 29 superseded value. HE1231 HE1231.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1231 HE1231.The Laplace correction was computed from DEFLEC99 derived deflections. HE1231 HE1231.The ellipsoidal height was determined by GPS observations HE1231.and is referenced to NAD 83. HE1231 HE1231.The geoid height was determined by GEOID03. HE1231 HE1231; North East Units Scale Factor Converg. HE1231;SPC MO W - 96,950.159 848,718.956 MT 0.99994120 -0 00 31.2 HE1231;UTM 15 - 4,100,423.755 365,321.553 MT 0.99982345 -0 54 44.6 HE1231 HE1231! - Elev Factor x Scale Factor = Combined Factor HE1231!SPC MO W - 0.99995519 x 0.99994120 = 0.99989639 HE1231!UTM 15 - 0.99995519 x 0.99982345 = 0.99977865 HE1231 HE1231 SUPERSEDED SURVEY CONTROL HE1231 HE1231 NAD 83(1997)- 37 02 25.35482(N) 094 30 51.84117(W) AD( ) 1 HE1231 NAD 83(1997)- 37 02 25.36190(N) 094 30 51.84372(W) AD( ) 1 HE1231 NAD 83(1986)- 37 02 25.36953(N) 094 30 51.83773(W) AD( ) 1 HE1231 NGVD 29 (07/13/92) 314.99 (m) 1033.4 (f) LEVELING 3 HE1231 HE1231.Superseded values are not recommended for survey control. HE1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1231.See file dsdata.txt to determine how the superseded data were derived. HE1231 HE1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6532200424(NAD 83) HE1231_MARKER: DD = SURVEY DISK HE1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1231_SP_SET: CONCRETE POST HE1231_STAMPING: NE-002 1991 HE1231_MARK LOGO: MOGS HE1231_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1231+STABILITY: SURFACE MOTION HE1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1231+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004 HE1231 HE1231 HISTORY - Date Condition Report By HE1231 HISTORY - 1991 MONUMENTED MOGS HE1231 HISTORY - 20040107 GOOD GEOCAC HE1231 HE1231 STATION DESCRIPTION HE1231 HE1231'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1231'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1231'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1231'IN CONCRETE AND ARE LOCATED IN THE EAST RIGHT-OF-WAY OF MISSOURI HE1231'ROUTE -86- (ALSO HEARNES BLVD.) IN THE NW 1/4 OF SECTION 26, T27N, HE1231'R33W IN THE SOUTH PART OF JOPLIN. THE STATION IS 96 FT (29.3 M) HE1231'SOUTH OF THE CENTER LINE OF 44TH STREET, 47.4 FT (14.4 M) EAST OF THE HE1231'CENTER LINE OF THE NORTHBOUND LANE OF HEARNES BLVD., 82.4 FT HE1231'(25.1 M) SOUTHWEST OF A STEEL RIGHT-OF-WAY POST, 131.5 FT (40.1 M) HE1231'NORTHWEST OF A STEEL RIGHT-OF-WAY POST, 55.3 FT (16.9 M) NORTHEAST OF HE1231'A LAMP POLE, AND 3.0 FT (0.9 M) NORTH OF A CARSONITE SIGN POST. HE1231'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL HOLE HE1231'IN A ROCK OUTCROP IN THE EAST RIGHT-OF-WAY OF MISSOURI ROUTE -86- HE1231'ABOUT ONE HALF MILE SOUTH OF THE STATION. THE MARK IS 46 FT HE1231'(14.0 M) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF HIGHWAY HE1231'-86-, 273 FT (83.2 M) SOUTH OF THE CENTER LINE OF 50TH STREET, 27 FT HE1231'(8.2 M) WEST OF THE CENTER LINE OF AN ACCESS ROAD TO A SERVICE HE1231'STATION, 11.0 FT (3.4 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER HE1231'POLE, 17.5 FT (5.3 M) NORTHEAST OF A HIGHWAY SIGN, 30.7 FT (9.4 M) HE1231'NORTH OF A CUT CROSS ON A CURB, AND 4.5 FT (1.4 M) WEST OF A CARSONITE HE1231'SIGN POST. HE1231'STATION AND ZIMUTH MARK TO REACH HE1231'TO REACH THE STATION FROM THE INTERCHANGE OF MISSOURI ROUTE 86 AND HE1231'INTERSTATE 44 IN THE SOUTHERN PART OF JOPLIN, GO NORTH ON ROUTE 86 HE1231'(ALSO HEARNES BLVD.), FOR 0.2 MILES TO 44TH STREET AND THE STATION ON HE1231'THE RIGHT AS DESCRIBED. HE1231'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON ROUTE 86 FOR HE1231'0.5 MILES TO 50TH STREET. TURN LEFT ON 50TH STREET AND TURN RIGHT ON HE1231'SERVICE ROAD PARALLEL TO ROUTE 86 FOR 273 FT (83.2 M) TO THE MARK HE1231'BETWEEN THE SERVICE ROAD AND ROUTE 86 AS DESCRIBED. HE1231'SPECIAL INFORMATION HE1231'DATE OF REPORT 08-06-1991 HE1231 HE1231 STATION RECOVERY (2004) HE1231 HE1231'RECOVERY NOTE BY GEOCACHING 2004 (CB) HE1231'GOOD. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HE1232 *********************************************************************** HE1232 DESIGNATION - NE 003 HE1232 PID - HE1232 HE1232 STATE/COUNTY- MO/NEWTON HE1232 USGS QUAD - JOPLIN WEST (1978) HE1232 HE1232 *CURRENT SURVEY CONTROL HE1232 ___________________________________________________________________ HE1232* NAD 83(1997)- 37 03 18.62383(N) 094 33 01.17790(W) ADJUSTED HE1232* NAVD 88 - 295.7 (meters) 970. (feet) VERTCON HE1232 ___________________________________________________________________ HE1232 X - -404,330.909 (meters) COMP HE1232 Y - -5,080,454.128 (meters) COMP HE1232 Z - 3,822,441.796 (meters) COMP HE1232 LAPLACE CORR- 0.65 (seconds) DEFLEC99 HE1232 ELLIP HEIGHT- 266.09 (meters) (02/17/00) GPS OBS HE1232 GEOID HEIGHT- -29.52 (meters) GEOID03 HE1232 HE1232 HORZ ORDER - FIRST HE1232 ELLP ORDER - FOURTH CLASS I HE1232 HE1232.The horizontal coordinates were established by GPS observations HE1232.and adjusted by the National Geodetic Survey in February 2000. HE1232 HE1232.The NAVD 88 height was computed by applying the VERTCON shift value to HE1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1232 HE1232.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1232 HE1232.The Laplace correction was computed from DEFLEC99 derived deflections. HE1232 HE1232.The ellipsoidal height was determined by GPS observations HE1232.and is referenced to NAD 83. HE1232 HE1232.The geoid height was determined by GEOID03. HE1232 HE1232; North East Units Scale Factor Converg. HE1232;SPC MO W - 98,593.295 845,523.794 MT 0.99994142 -0 01 49.2 HE1232;SPC KS S - 450,559.591 751,224.693 MT 1.00004830 +2 25 37.9 HE1232;UTM 15 - 4,102,116.898 362,153.066 MT 0.99983408 -0 56 03.7 HE1232 HE1232! - Elev Factor x Scale Factor = Combined Factor HE1232!SPC MO W - 0.99995824 x 0.99994142 = 0.99989967 HE1232!SPC KS S - 0.99995824 x 1.00004830 = 1.00000654 HE1232!UTM 15 - 0.99995824 x 0.99983408 = 0.99979233 HE1232 HE1232 SUPERSEDED SURVEY CONTROL HE1232 HE1232 NAD 83(1997)- 37 03 18.62384(N) 094 33 01.17790(W) AD( ) 1 HE1232 NAD 83(1997)- 37 03 18.63092(N) 094 33 01.18044(W) AD( ) 1 HE1232 NAD 83(1986)- 37 03 18.63866(N) 094 33 01.17436(W) AD( ) 1 HE1232 NGVD 29 (07/13/92) 295.6 (m) 970. (f) GPS OBS HE1232 HE1232.Superseded values are not recommended for survey control. HE1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1232.See file dsdata.txt to determine how the superseded data were derived. HE1232 HE1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUB6215302117(NAD 83) HE1232_MARKER: DD = SURVEY DISK HE1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1232_SP_SET: CONCRETE POST HE1232_STAMPING: NE-003 1991 HE1232_MARK LOGO: MOGS HE1232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1232+STABILITY: SURFACE MOTION HE1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1232+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004 HE1232 HE1232 HISTORY - Date Condition Report By HE1232 HISTORY - 1991 MONUMENTED MOGS HE1232 HISTORY - 20040107 GOOD GEOCAC HE1232 HE1232 STATION DESCRIPTION HE1232 HE1232'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1232'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1232'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1232'IN CONCRETE AND ARE LOCATED SOUTHWEST OF THE INTERSECTION OF HE1232'SCHIFFERDECKER ROAD AND 32ND STREET IN THE NE 1/4 OF SECTION 20, HE1232'T27N, R33W. THE STATION IS 105 FT (32.0 M) SOUTH OF THE CENTER LINE HE1232'OF 32ND, 34 FT (10.4 M) WEST OF THE CENTER LINE OF SCHIFFERDECKER,, HE1232'18 FT (5.5 M) SOUTHEAST OF A 3 INCH STEEL PIPE CORNER POST OF A CHAIN HE1232'LINK COMPOUND, 30.0 FT (9.1 M) SOUTHEAST OF AN ANGLE IRON FENCE POST, HE1232'AND 4.7 FT (1.4 M) NORTHEAST OF A CARSONITE SIGN POST. HE1232'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1232'IS LOCATED ABOUT ONE QUARTER MILE SOUTH OF THE STATION IN THE EAST HE1232'RIGHT-OF-WAY OF SCHIFFERDECKER. THE MARK IS 72 FT (21.9 M) EAST OF HE1232'THE CENTER LINE OF SCHIFFERDECKER, 21 FT (6.4 M) EAST OF THE CENTER HE1232'LINE OF THE OLD ROAD, 60.9 FT (18.6 M) SOUTHWEST OF A NAIL AND SHINER HE1232'IN A POWER LINE BRACE POLE, 19.4 FT (5.9 M) NORTHWEST OF A NAIL AND HE1232'SHINER IN A POWER POLE, AND 4.0 FT (1.2 M) NORTH OF A CARSONITE SIGN HE1232'POST. HE1232'STATION AND ZIMUTH MARK TO REACH HE1232'THE STATION IS LOCATED SOUTHWEST OF THE CENTER LINE INTERSECTION OF HE1232'32ND STREET AND SCHIFFERDECKER IN THE SOUTHWEST PART OF JOPLIN. HE1232'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SCHIFFERDECKER HE1232'FOR 0.25 MILES TO A CROSSOVER TO THE OLD HIGHWAY AND THE MARK AS HE1232'DESCRIBED. HE1232'SPECIAL INFORMATION HE1232'DATE OF REPORT 08-06-1991 HE1232 HE1232 STATION RECOVERY (2004) HE1232 HE1232'RECOVERY NOTE BY GEOCACHING 2004 (CB) HE1232'GOOD. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HE1233 *********************************************************************** HE1233 DESIGNATION - NE 004 HE1233 PID - HE1233 HE1233 STATE/COUNTY- MO/NEWTON HE1233 USGS QUAD - JOPLIN WEST (1978) HE1233 HE1233 *CURRENT SURVEY CONTROL HE1233 ___________________________________________________________________ HE1233* NAD 83(1997)- 37 01 11.98645(N) 094 32 08.46553(W) ADJUSTED HE1233* NAVD 88 - 328.1 (meters) 1076. (feet) VERTCON HE1233 ___________________________________________________________________ HE1233 X - -403,220.564 (meters) COMP HE1233 Y - -5,082,927.350 (meters) COMP HE1233 Z - 3,819,344.983 (meters) COMP HE1233 LAPLACE CORR- 0.42 (seconds) DEFLEC99 HE1233 ELLIP HEIGHT- 298.58 (meters) (02/17/00) GPS OBS HE1233 GEOID HEIGHT- -29.44 (meters) GEOID03 HE1233 HE1233 HORZ ORDER - FIRST HE1233 ELLP ORDER - FOURTH CLASS I HE1233 HE1233.The horizontal coordinates were established by GPS observations HE1233.and adjusted by the National Geodetic Survey in February 2000. HE1233 HE1233.The NAVD 88 height was computed by applying the VERTCON shift value to HE1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1233 HE1233.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1233 HE1233.The Laplace correction was computed from DEFLEC99 derived deflections. HE1233 HE1233.The ellipsoidal height was determined by GPS observations HE1233.and is referenced to NAD 83. HE1233 HE1233.The geoid height was determined by GEOID03. HE1233 HE1233; North East Units Scale Factor Converg. HE1233;SPC MO W - 94,689.044 846,824.649 MT 0.99994130 -0 01 17.3 HE1233;SPC KS S - 446,714.283 752,691.929 MT 1.00005763 +2 26 10.3 HE1233;UTM 15 - 4,098,193.047 363,392.049 MT 0.99982990 -0 55 29.2 HE1233 HE1233! - Elev Factor x Scale Factor = Combined Factor HE1233!SPC MO W - 0.99995315 x 0.99994130 = 0.99989445 HE1233!SPC KS S - 0.99995315 x 1.00005763 = 1.00001077 HE1233!UTM 15 - 0.99995315 x 0.99982990 = 0.99978305 HE1233 HE1233 SUPERSEDED SURVEY CONTROL HE1233 HE1233 NAD 83(1997)- 37 01 11.98647(N) 094 32 08.46552(W) AD( ) 1 HE1233 NAD 83(1997)- 37 01 11.99354(N) 094 32 08.46807(W) AD( ) 1 HE1233 NAD 83(1986)- 37 01 12.00122(N) 094 32 08.46211(W) AD( ) 1 HE1233 NGVD 29 (07/13/92) 328.0 (m) 1076. (f) GPS OBS HE1233 HE1233.Superseded values are not recommended for survey control. HE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1233.See file dsdata.txt to determine how the superseded data were derived. HE1233 HE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6339298193(NAD 83) HE1233_MARKER: DD = SURVEY DISK HE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1233_SP_SET: CONCRETE POST HE1233_STAMPING: NE-004 1991 HE1233_MARK LOGO: MOGS HE1233_PROJECTION: FLUSH HE1233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1233+STABILITY: SURFACE MOTION HE1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1233+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004 HE1233 HE1233 HISTORY - Date Condition Report By HE1233 HISTORY - 1991 MONUMENTED MOGS HE1233 HISTORY - 19930928 GOOD MOHC HE1233 HISTORY - 20040107 GOOD GEOCAC HE1233 HE1233 STATION DESCRIPTION HE1233 HE1233'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1233'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1233'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1233'IN CONCRETE AND ARE LOCATED IN THE WEST RIGHT-OF-WAY OF GLENDALE HE1233'BLVD. IN THE NE 1/4 OF SECTION 33, T27N, R33W. THE STATION IS 41 FT HE1233'(12.5 M) WEST OF THE CENTER LINE OF GLENDALE, 89 FT (27.1 M) SOUTH OF HE1233'A NAIL AND SHINER IN A CORNER FENCE POST, 17.5 FT (5.3 M) SOUTHEAST HE1233'OF A NAIL AND SHINER IN A POWER POLE, 65.7 FT (20.0 M) NORTHEAST OF A HE1233'NAIL AND SHINER IN A POWER POLE AND 17.0 FT (5.2 M) SOUTHEAST OF A HE1233'CARSONITE SIGN POST IN THE RIGHT-OF-WAY FENCE. HE1233'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN A DRILL IN A HE1233'6 FOOT BY 9 FOOT HIGHEST PART OF A LIMESTONE ROCK CUT AND IS LOCATED HE1233'ABOUT 0.7 MILES NORTHEAST OF THE STATION BETWEEN THE EASTBOUND LANE HE1233'OF INTERSTATE -44- AND THE SOUTH SERVICE ROAD. THE MARK IS 10 FT HE1233'(3.0 M) SOUTH OF THE NORTH EDGE OF THE ROCK CUT, 64 FT (19.5 M) EAST HE1233'OF THE WEST EDGE OF THE ROCK CUT, 56.7 FT (17.3 M) NORTHWEST OF THE HE1233'CENTER LINE OF THE SERVICE ROAD AND 25.7 FT (7.8 M) NORTHWEST OF A HE1233'CARSONITE SIGN POST. HE1233'STATION AND ZIMUTH MARK TO REACH HE1233'TO REACH THE STATION FROM THE INTERSECTION OF 44TH AND MAIN STREET HE1233'(ALSO HIGHWAY 86) ON THE SOUTH SIDE OF JOPLIN, GO WEST ON 44TH STREET HE1233'FOR 0.4 MILES TO A T-INTERSECTION, TURN LEFT AND GO SOUTH 0.6 MILES HE1233'TO CROSSROAD INTERSECTION ON NORTH SIDE OF SHOAL CREEK, CONTINUE HE1233'SOUTH ACROSS BRIDGE FOR 0.1 MILES TO THE CROSSROAD INTERSECTION ON HE1233'THE SOUTH SIDE OF SHOAL CREEK, CONTINUE SOUTH ON GLENDALE BLVD. 1.1 HE1233'MILES TO THE TOP OF A HILL AND A SHARP CURVE TO THE RIGHT AND THE HE1233'STATION ON THE RIGHT AS DESCRIBED. HE1233'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK NORTH ON GLENDALE HE1233'1.1 MILES TO THE CROSSROAD INTERSECTION ON THE SOUTH SIDE OF SHOAL HE1233'CREEK AND TURN RIGHT GOING SOUTHEASTERLY FOR 0.3 MILES TO THE I-44 HE1233'OVERPASS AND THE SOUTH SERVICE ROAD. TURN RIGHT ON THE SOUTH SERVICE HE1233'ROAD AND GO 0.3 MILES TO THE TOP OF THE HILL AND THE MARK ON THE HE1233'RIGHT. HE1233'SPECIAL INFORMATION HE1233'DATE OF REPORT 08-06-1991 HE1233 HE1233 STATION RECOVERY (1993) HE1233 HE1233'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1993 (RSP) HE1233'RECOVERED AS DESCRIBED HE1233 HE1233 STATION RECOVERY (2004) HE1233 HE1233'RECOVERY NOTE BY GEOCACHING 2004 (CB) HE1233'GOOD. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 HE1235 *********************************************************************** HE1235 DESIGNATION - NE 006 HE1235 PID - HE1235 HE1235 STATE/COUNTY- MO/NEWTON HE1235 USGS QUAD - JOPLIN WEST (1978) HE1235 HE1235 *CURRENT SURVEY CONTROL HE1235 ___________________________________________________________________ HE1235* NAD 83(1997)- 37 01 56.92326(N) 094 33 28.75716(W) ADJUSTED HE1235* NAVD 88 - 272.8 (meters) 895. (feet) VERTCON HE1235 ___________________________________________________________________ HE1235 X - -405,129.334 (meters) COMP HE1235 Y - -5,081,894.394 (meters) COMP HE1235 Z - 3,820,417.669 (meters) COMP HE1235 LAPLACE CORR- 0.73 (seconds) DEFLEC99 HE1235 ELLIP HEIGHT- 243.26 (meters) (02/17/00) GPS OBS HE1235 GEOID HEIGHT- -29.47 (meters) GEOID03 HE1235 HE1235 HORZ ORDER - FIRST HE1235 ELLP ORDER - FOURTH CLASS I HE1235 HE1235.The horizontal coordinates were established by GPS observations HE1235.and adjusted by the National Geodetic Survey in February 2000. HE1235 HE1235.The NAVD 88 height was computed by applying the VERTCON shift value to HE1235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HE1235 HE1235.The X, Y, and Z were computed from the position and the ellipsoidal ht. HE1235 HE1235.The Laplace correction was computed from DEFLEC99 derived deflections. HE1235 HE1235.The ellipsoidal height was determined by GPS observations HE1235.and is referenced to NAD 83. HE1235 HE1235.The geoid height was determined by GEOID03. HE1235 HE1235; North East Units Scale Factor Converg. HE1235;SPC MO W - 96,075.218 844,840.882 MT 0.99994150 -0 02 05.7 HE1235;SPC KS S - 448,014.269 750,650.315 MT 1.00005428 +2 25 20.9 HE1235;UTM 15 - 4,099,610.173 361,430.596 MT 0.99983654 -0 56 18.5 HE1235 HE1235! - Elev Factor x Scale Factor = Combined Factor HE1235!SPC MO W - 0.99996183 x 0.99994150 = 0.99990333 HE1235!SPC KS S - 0.99996183 x 1.00005428 = 1.00001610 HE1235!UTM 15 - 0.99996183 x 0.99983654 = 0.99979837 HE1235 HE1235 SUPERSEDED SURVEY CONTROL HE1235 HE1235 NAD 83(1997)- 37 01 56.92327(N) 094 33 28.75715(W) AD( ) 1 HE1235 NAD 83(1997)- 37 01 56.93035(N) 094 33 28.75970(W) AD( ) 1 HE1235 NAD 83(1986)- 37 01 56.93806(N) 094 33 28.75372(W) AD( ) 1 HE1235 NGVD 29 (07/13/92) 272.7 (m) 895. (f) GPS OBS HE1235 HE1235.Superseded values are not recommended for survey control. HE1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HE1235.See file dsdata.txt to determine how the superseded data were derived. HE1235 HE1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SUA6143199610(NAD 83) HE1235_MARKER: DD = SURVEY DISK HE1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HE1235_SP_SET: CONCRETE POST HE1235_STAMPING: NE-006 1991 HE1235_MARK LOGO: MOGS HE1235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET HE1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HE1235+STABILITY: SURFACE MOTION HE1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HE1235+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2004 HE1235 HE1235 HISTORY - Date Condition Report By HE1235 HISTORY - 1991 MONUMENTED MOGS HE1235 HISTORY - 20040107 GOOD GEOCAC HE1235 HE1235 STATION DESCRIPTION HE1235 HE1235'DESCRIBED BY MISSOURI GEODETIC SURVEY 1991 HE1235'STATION, AZIMUTH MARKS AND REFERENCE TIES HE1235'THE STATION AND UNDERGROUND MARKS ARE D.N.R. ALUMINUM G.R.S. DISKS SET HE1235'IN CONCRETE. THE STATION IS LOCATED NORTHWEST OF THE INTERSECTION OF HE1235'OLD HIGHWAY -166- AND SCHIFFERDECKER AVENUE IN THE SE 1/4 OF SECTION HE1235'29, T27N, R33E. THE STATION IS 43.2 FT (13.2 M) WEST OF THE CENTER HE1235'LINE OF SCHIFFERDECKER, 58 FT (17.7 M) NORTH OF THE CENTER LINE OF HE1235'OLD HIGHWAY -166-, 24.3 FT (7.4 M) EAST OF A PRIVATE DRIVE, 22.6 FT HE1235'(6.9 M) NORTHEAST OF A CULVERT, 20.0 FT (6.1 M) NORTHWEST OF A HE1235'CULVERT, 20.4 FT (6.2 M) NORTHWEST OF A STEEL POST, AND 2.4 FT HE1235'(0.7 M) NORTH OF A CARSONITE SIGN POST. HE1235'THE AZIMUTH MARK IS A D.N.R. ALUMINUM G.R.S. DISK SET IN CONCRETE AND HE1235'IS LOCATED IN THE EAST RIGHT-OF-WAY OF SCHIFFERDECKER AVENUE ABOUT HE1235'ONE THIRD MILE NORTH OF THE STATION. THE MARK IS 29.5 FT (9.0 M) HE1235'EAST OF THE CENTER LINE OF SCHIFFERDECKER, 307 FT (93.6 M) SOUTH OF HE1235'THE CENTER LINE OF MCCLELLAND BLVD., 44 FT (13.4 M) NORTHWEST OF THE HE1235'CENTER LINE OF A BYPASS ROAD, 25 FT (7.6 M) NORTHWEST OF A STOP SIGN HE1235'POST, 14.3 FT (4.4 M) SOUTHWEST OF A NAIL AND SHINER IN A POWER POLE, HE1235'AND 2.8 FT (0.9 M) WEST OF A CARSONITE SIGN POST. HE1235'STATION AND ZIMUTH MARK TO REACH HE1235'TO REACH THE STATION FROM EXIT 4 ON INTERSTATE 44 WHICH IS MISSOURI HE1235'ROUTE -43- SOUTH EXIT, GO NORTH ON COUNTY ROAD (SCHIFFERDECKER HE1235'AVENUE) FOR 1.83 MILES TO T-ROAD WEST (OLD HIGHWAY -166-) AND THE HE1235'STATION NORTHWEST OF THE CENTER LINE INTERSECTION. HE1235'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTH ON HE1235'SCHIFFERDECKER AVENUE FOR 0.3 MILES TO A Y-ROAD RIGHT AND THE MARK ON HE1235'THE RIGHT 307 FT (93.6 M) SOUTH OF CROSSROAD INTERSECTION WITH HE1235'MCCLELLAND BLVD. HE1235'SPECIAL INFORMATION HE1235'DATE OF REPORT 08-06-1991 HE1235 HE1235 STATION RECOVERY (2004) HE1235 HE1235'RECOVERY NOTE BY GEOCACHING 2004 (CB) HE1235'GOOD.