1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB1543 *********************************************************************** JB1543 DESIGNATION - BURGESS RM 3 JB1543 PID - JB1543 JB1543 STATE/COUNTY- IL/BOND JB1543 USGS QUAD - POCAHONTAS (1974) JB1543 JB1543 *CURRENT SURVEY CONTROL JB1543 ___________________________________________________________________ JB1543* NAD 83(1986)- 38 48 32. (N) 089 35 12. (W) SCALED JB1543* NAVD 88 - 171.99 (+/-2cm) 564.3 (feet) VERTCON JB1543 ___________________________________________________________________ JB1543 GEOID HEIGHT- -31.14 (meters) GEOID99 JB1543 JB1543 VERT ORDER - THIRD (See Below) JB1543 JB1543.The horizontal coordinates were scaled from a topographic map and have JB1543.an estimated accuracy of +/- 6 seconds. JB1543 JB1543.The NAVD 88 height was computed by applying the VERTCON shift value to JB1543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JB1543.The vertical order pertains to the superseded datum. JB1543 JB1543.The geoid height was determined by GEOID99. JB1543 JB1543; North East Units Estimated Accuracy JB1543;SPC IL W - 237,910. 750,380. MT (+/- 180 meters Scaled) JB1543 JB1543 SUPERSEDED SURVEY CONTROL JB1543 JB1543 NGVD 29 (10/23/03) 172.11 (m) 564.7 (f) RESET 3 JB1543 JB1543.Superseded values are not recommended for survey control. JB1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB1543.See file dsdata.txt to determine how the superseded data were derived. JB1543 JB1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH753987(NAD 83) JB1543_MARKER: DR = REFERENCE MARK DISK JB1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB1543_STAMPING: BURGESS 1960 NO 3 1975 JB1543_PROJECTION: PROJECTING 8 CENTIMETERS JB1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB1543+STABILITY: SURFACE MOTION JB1543 JB1543 HISTORY - Date Condition Report By JB1543 HISTORY - 1975 MONUMENTED NGS JB1543 JB1543 STATION DESCRIPTION JB1543 JB1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 JB1543'3.25 MI SW FROM POCAHONTAS. JB1543'3.0 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 40, FROM THE OVERPASS OF JB1543'INTERSTATE HIGHWAY 70 AND A PAVED ROAD AT THE NORTHWEST EDGE OF JB1543'POCAHONTAS, THENCE 0.2 MILE NORTH AND EAST THROUGH BARN YARD AND JB1543'ACROSS PASTURE TO HIGHEST PART OF THE HILL. JB1543'THE MARK IS 1 FT W FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB1544 *********************************************************************** JB1544 DESIGNATION - BURGESS RM 4 JB1544 PID - JB1544 JB1544 STATE/COUNTY- IL/BOND JB1544 USGS QUAD - POCAHONTAS (1974) JB1544 JB1544 *CURRENT SURVEY CONTROL JB1544 ___________________________________________________________________ JB1544* NAD 83(1986)- 38 48 32. (N) 089 35 12. (W) SCALED JB1544* NAVD 88 - 171.86 (+/-2cm) 563.8 (feet) VERTCON JB1544 ___________________________________________________________________ JB1544 GEOID HEIGHT- -31.14 (meters) GEOID99 JB1544 JB1544 VERT ORDER - THIRD (See Below) JB1544 JB1544.The horizontal coordinates were scaled from a topographic map and have JB1544.an estimated accuracy of +/- 6 seconds. JB1544 JB1544.The NAVD 88 height was computed by applying the VERTCON shift value to JB1544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JB1544.The vertical order pertains to the superseded datum. JB1544 JB1544.The geoid height was determined by GEOID99. JB1544 JB1544; North East Units Estimated Accuracy JB1544;SPC IL W - 237,910. 750,380. MT (+/- 180 meters Scaled) JB1544 JB1544 SUPERSEDED SURVEY CONTROL JB1544 JB1544 NGVD 29 (10/23/03) 171.98 (m) 564.2 (f) RESET 3 JB1544 JB1544.Superseded values are not recommended for survey control. JB1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB1544.See file dsdata.txt to determine how the superseded data were derived. JB1544 JB1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH753987(NAD 83) JB1544_MARKER: DR = REFERENCE MARK DISK JB1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB1544_STAMPING: BURGESS 1960 NO 4 1975 JB1544_PROJECTION: PROJECTING 5 CENTIMETERS JB1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB1544+STABILITY: SURFACE MOTION JB1544 JB1544 HISTORY - Date Condition Report By JB1544 HISTORY - 1975 MONUMENTED NGS JB1544 JB1544 STATION DESCRIPTION JB1544 JB1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 JB1544'3.25 MI SW FROM POCAHONTAS. JB1544'3.9 MILES SOUTHWEST ALONG OLD U.S. HIGHWAY 40, FROM THE OVERPASS OF JB1544'INTERSTATE HIGHWAY 70 AND A PAVED ROAD AT THE NORTHWEST EDGE OF JB1544'POCAHONTAS, THENCE 0.2 MILE NORTH AND EAST THROUGH BARN YARD AND JB1544'ACROSS PASTURE TO HIGHEST PART OF THE HILL. JB1544'THE MARK IS 2 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0975 *********************************************************************** JB0975 DESIGNATION - GREEN 2 JB0975 PID - JB0975 JB0975 STATE/COUNTY- IL/BOND JB0975 USGS QUAD - BEAVER CREEK (1974) JB0975 JB0975 *CURRENT SURVEY CONTROL JB0975 ___________________________________________________________________ JB0975* NAD 83(1997)- 38 52 22.67153(N) 089 24 24.46793(W) ADJUSTED JB0975* NAVD 88 - 168.61 (meters) 553.2 (feet) RESET JB0975 ___________________________________________________________________ JB0975 LAPLACE CORR- -1.42 (seconds) DEFLEC99 JB0975 GEOID HEIGHT- -31.29 (meters) GEOID99 JB0975 JB0975 HORZ ORDER - THIRD JB0975 VERT ORDER - THIRD JB0975 JB0975.The horizontal coordinates were established by classical geodetic methods JB0975.and adjusted by the National Geodetic Survey in October 1999. JB0975.No horizontal observational check was made to the station. JB0975 JB0975.The orthometric height was computed from unverified reset data. JB0975 JB0975.The Laplace correction was computed from DEFLEC99 derived deflections. JB0975 JB0975.The geoid height was determined by GEOID99. JB0975 JB0975; North East Units Scale Converg. JB0975;SPC IL W - 245,141.763 765,938.887 MT 0.99999470 +0 28 36.9 JB0975;UTM 16 - 4,305,432.584 291,205.932 MT 1.00013685 -1 30 39.7 JB0975 JB0975: Primary Azimuth Mark Grid Az JB0975:SPC IL W - GREEN 2 AZ MK 239 21 03.6 JB0975:UTM 16 - GREEN 2 AZ MK 241 20 20.2 JB0975 JB0975|---------------------------------------------------------------------| JB0975| PID Reference Object Distance Geod. Az | JB0975| dddmmss.s | JB0975| JB0979 GREEN 2 RM 3 6.045 METERS 06241 | JB0975| JB0974 GREEN 26.236 METERS 08519 | JB0975| CI3734 GREEN 2 AZ MK 2394940.5 | JB0975| JB0978 GREEN 2 RM 4 4.932 METERS 24243 | JB0975|---------------------------------------------------------------------| JB0975 JB0975 SUPERSEDED SURVEY CONTROL JB0975 JB0975 NAD 83(1986)- 38 52 22.69137(N) 089 24 24.45890(W) AD( ) 3 JB0975 NAD 27 - 38 52 22.52593(N) 089 24 24.17827(W) AD( ) 3 JB0975 NGVD 29 (??/??/??) 168.73 (m) 553.6 (f) RESET 3 JB0975 JB0975.Superseded values are not recommended for survey control. JB0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0975.See file dsdata.txt to determine how the superseded data were derived. JB0975 JB0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ9120605433(NAD 83) JB0975_MARKER: DS = TRIANGULATION STATION DISK JB0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0975_STAMPING: GREEN 2 1970 JB0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0975+STABILITY: SURFACE MOTION JB0975 JB0975 HISTORY - Date Condition Report By JB0975 HISTORY - 1970 MONUMENTED NGS JB0975 HISTORY - 1970 GOOD NGS JB0975 JB0975 STATION DESCRIPTION JB0975 JB0975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) JB0975'THE STATION IS LOCATED ABOUT 1.50 MILE SOUTH OF GREENVILLE ALONG THE JB0975'NORTH SIDE OF U S JB0975'HIGHWAY 40, ON ROAD RIGHT-OF-WAY, 96 FEET NORTH OF JB0975'THE CENTERLINE OF THE HIGHWAY, 1 JB0975'FOOT SOUTH OF A METAL WITNESS POST, JB0975'159 FEET SOUTHWEST OF A FIRE HYDRANT, 21 FEET WEST JB0975'OF A METAL WITNESS JB0975'POST, AND 17 FEET EAST OF A METAL WITNESS POST. THE MONUMENT JB0975'PROJECTS 2 INCHES JB0975'AND THE DISK IS STAMPED GREEN 2 1970. JB0975' JB0975'TO REACH THE STATION FROM THE JUNCTION OF U S HIGHWAY 40 AND STATE JB0975'HIGHWAY 127 (ABOUT JB0975'2 MILES SOUTHEAST OF GREENVILLE), GO SOUTHWEST ON JB0975'HIGHWAY 40 FOR 0.9 MILE TO THE JB0975'STATION ON THE RIGHT. CONTINUE JB0975'SOUTHWEST ON THE HIGHWAY FOR 0.25 MILE TO THE JB0975'AZIMUTH MARK ON THE RIGHT. JB0975' JB0975'REFERENCE MARK 3 IS 145 FEET SOUTHWEST OF THE HYDRANT, 1 FOOT WEST OF JB0975'A METAL WITNESS JB0975'POST, 18 FEET EAST OF A METAL WITNESS POST AND 96 JB0975'FEET NORTH OF THE CENTERLINE OF JB0975'THE HIGHWAY. THE MONUMENT PROJECTS 2 JB0975'INCHES AND THE DISK IS STAMPED GREEN 2 NO 3 1970. JB0975' JB0975'REFERENCE MARK 4 IS 171 FEET SOUTHWEST OF THE HYDRANT, 96 FEET NORTH JB0975'OF THE CENTERLINE JB0975'OF THE ROAD, 1 FOOT EAST OF A METAL WITNESS POST JB0975'AND 16 FEET WEST OF A METAL WITNESS JB0975'POST. THE MONUMENT PROJECTS 2 JB0975'INCHES AND THE DISK IS STAMPED GREEN 2 NO 4 1970. JB0975' JB0975'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 2 1970 SET IN A JB0975'DRILL HOLE ON THE JB0975'TOP OF A CONCRETE CULVERT, 31 FEET NORTH OF THE JB0975'CENTERLINE OF THE HIGHWAY, 2 FEET JB0975'SOUTH OF THE NORTH END OF THE JB0975'CULVERT, AND 1 FOOT WEST OF THE EAST SIDE OF THE CULVERT. JB0975' JB0975'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. JB0975 JB0975 STATION RECOVERY (1970) JB0975 JB0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JB0975'1.5 MI S FROM GREENVILLE. JB0975'ABOUT 0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION JB0975'WITH STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE), JB0975'ON ROAD RIGHT-OF-WAY, 96 FEET NORTH OF THE CENTERLINE OF THE JB0975'HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST, 159 FEET SOUTHWEST JB0975'OF A FIRE HYDRANT, 21 FEET WEST OF A METAL WITNESS POST AND 17 JB0975'FEET EAST OF A METAL WITNESS POST. SET IN THE TOP OF A ROUND JB0975'CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0979 *********************************************************************** JB0979 DESIGNATION - GREEN 2 RM 3 JB0979 PID - JB0979 JB0979 STATE/COUNTY- IL/BOND JB0979 USGS QUAD - BEAVER CREEK (1974) JB0979 JB0979 *CURRENT SURVEY CONTROL JB0979 ___________________________________________________________________ JB0979* NAD 83(1986)- 38 52 22. (N) 089 24 24. (W) SCALED JB0979* NAVD 88 - 168.45 (meters) 552.7 (feet) RESET JB0979 ___________________________________________________________________ JB0979 GEOID HEIGHT- -31.29 (meters) GEOID99 JB0979 JB0979 VERT ORDER - THIRD JB0979 JB0979.The horizontal coordinates were scaled from a topographic map and have JB0979.an estimated accuracy of +/- 6 seconds. JB0979 JB0979.The orthometric height was computed from unverified reset data. JB0979 JB0979.The geoid height was determined by GEOID99. JB0979 JB0979; North East Units Estimated Accuracy JB0979;SPC IL W - 245,120. 765,950. MT (+/- 180 meters Scaled) JB0979 JB0979 SUPERSEDED SURVEY CONTROL JB0979 JB0979.No superseded survey control is available for this station. JB0979 JB0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ912054(NAD 83) JB0979_MARKER: DR = REFERENCE MARK DISK JB0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0979_STAMPING: GREEN 2 NO 3 1970 JB0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0979+STABILITY: SURFACE MOTION JB0979 JB0979 HISTORY - Date Condition Report By JB0979 HISTORY - 1970 MONUMENTED NGS JB0979 JB0979 STATION DESCRIPTION JB0979 JB0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JB0979'1.5 MI S FROM GREENVILLE. JB0979'0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION JB0979'WITH STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE), JB0979'145 FEET SOUTHWEST OF A FIRE HYDRANT, 1 FOOT WEST OF A METAL JB0979'WITNESS POST, 18 FEET EAST OF A METAL WITNESS POST, 96 FEET JB0979'NORTH OF THE CENTERLINE OF THE HIGHWAY AND ON ROAD RIGHT-OF-WAY. JB0979'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0978 *********************************************************************** JB0978 DESIGNATION - GREEN 2 RM 4 JB0978 PID - JB0978 JB0978 STATE/COUNTY- IL/BOND JB0978 USGS QUAD - BEAVER CREEK (1974) JB0978 JB0978 *CURRENT SURVEY CONTROL JB0978 ___________________________________________________________________ JB0978* NAD 83(1986)- 38 52 22. (N) 089 24 24. (W) SCALED JB0978* NAVD 88 - 168.52 (meters) 552.9 (feet) RESET JB0978 ___________________________________________________________________ JB0978 GEOID HEIGHT- -31.29 (meters) GEOID99 JB0978 JB0978 VERT ORDER - THIRD JB0978 JB0978.The horizontal coordinates were scaled from a topographic map and have JB0978.an estimated accuracy of +/- 6 seconds. JB0978 JB0978.The orthometric height was computed from unverified reset data. JB0978 JB0978.The geoid height was determined by GEOID99. JB0978 JB0978; North East Units Estimated Accuracy JB0978;SPC IL W - 245,120. 765,950. MT (+/- 180 meters Scaled) JB0978 JB0978 SUPERSEDED SURVEY CONTROL JB0978 JB0978.No superseded survey control is available for this station. JB0978 JB0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ912054(NAD 83) JB0978_MARKER: DR = REFERENCE MARK DISK JB0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0978_STAMPING: GREEN 2 NO 4 1970 JB0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0978+STABILITY: SURFACE MOTION JB0978 JB0978 HISTORY - Date Condition Report By JB0978 HISTORY - 1970 MONUMENTED NGS JB0978 JB0978 STATION DESCRIPTION JB0978 JB0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 JB0978'1.5 MI S FROM GREENVILLE. JB0978'0.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH JB0978'STATE HIGHWAY 127 (ABOUT 2 MILES SOUTHEAST OF GREENVILLE), 171 JB0978'FEET SOUTHWEST OF A FIRE HYDRANT, 96 FEET NORTH OF THE CENTERLINE JB0978'OF THE HIGHWAY, 1 FOOT EAST OF A METAL WITNESS POST AND 16 FEET JB0978'WEST OF A METAL WITNESS POST, ON ROAD RIGHT-OF-WAY. SET IN THE JB0978'TOP OF A ROUND CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB1402 *********************************************************************** JB1402 DESIGNATION - K 213 RESET 1966 JB1402 PID - JB1402 JB1402 STATE/COUNTY- IL/BOND JB1402 USGS QUAD - POCAHONTAS (1974) JB1402 JB1402 *CURRENT SURVEY CONTROL JB1402 ___________________________________________________________________ JB1402* NAD 83(1986)- 38 48 00. (N) 089 35 53. (W) SCALED JB1402* NAVD 88 - 162.15 (meters) 532.0 (feet) RESET JB1402 ___________________________________________________________________ JB1402 GEOID HEIGHT- -31.13 (meters) GEOID99 JB1402 JB1402 VERT ORDER - THIRD JB1402 JB1402.The horizontal coordinates were scaled from a topographic map and have JB1402.an estimated accuracy of +/- 6 seconds. JB1402 JB1402.The orthometric height was computed from unverified reset data. JB1402.No vertical observational check was made to the station. JB1402 JB1402.The geoid height was determined by GEOID99. JB1402 JB1402; North East Units Estimated Accuracy JB1402;SPC IL W - 236,920. 749,390. MT (+/- 180 meters Scaled) JB1402 JB1402 SUPERSEDED SURVEY CONTROL JB1402 JB1402 NGVD 29 (??/??/??) 162.27 (m) 532.4 (f) RESET 3 JB1402 JB1402.Superseded values are not recommended for survey control. JB1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB1402.See file dsdata.txt to determine how the superseded data were derived. JB1402 JB1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH743977(NAD 83) JB1402_MARKER: DD = SURVEY DISK JB1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB1402_STAMPING: K 213 RESET 1966 JB1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB1402+STABILITY: SURFACE MOTION JB1402 JB1402 HISTORY - Date Condition Report By JB1402 HISTORY - 1966 MONUMENTED ILHD JB1402 JB1402 STATION DESCRIPTION JB1402 JB1402'DESCRIBED BY IL HIGHWAY DEPT 1966 JB1402'3.8 MI SW FROM POCAHONTAS. JB1402'ABOUT 3.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 40 FROM ITS JB1402'JUNCTION WITH MAIN STREET IN POCAHONTAS, THENCE 0.15 MILE SOUTH JB1402'ALONG AN OILED ROAD (T.R. 14), 39 FEET EAST OF THE CENTERLINE JB1402'OF THE ROAD, 25 FEET SOUTH OF THE CENTERLINE OF A FARM DRIVE JB1402'EAST, 11 FEET SOUTH OF A FENCE CORNER, 25 FEET NORTH OF A METAL JB1402'WITNESS POST, 1.5 FEET WEST OF A FENCE, ABOUT 3 FEET ABOVE THE JB1402'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST JB1402'PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0997 *********************************************************************** JB0997 DESIGNATION - LONG RM 3 JB0997 PID - JB0997 JB0997 STATE/COUNTY- IL/BOND JB0997 USGS QUAD - BEAVER CREEK (1974) JB0997 JB0997 *CURRENT SURVEY CONTROL JB0997 ___________________________________________________________________ JB0997* NAD 83(1986)- 38 50 59. (N) 089 28 21. (W) SCALED JB0997* NAVD 88 - 160.18 (meters) 525.5 (feet) RESET JB0997 ___________________________________________________________________ JB0997 GEOID HEIGHT- -31.25 (meters) GEOID99 JB0997 JB0997 VERT ORDER - THIRD JB0997 JB0997.The horizontal coordinates were scaled from a topographic map and have JB0997.an estimated accuracy of +/- 6 seconds. JB0997 JB0997.The orthometric height was computed from unverified reset data. JB0997.No vertical observational check was made to the station. JB0997 JB0997.The geoid height was determined by GEOID99. JB0997 JB0997; North East Units Estimated Accuracy JB0997;SPC IL W - 242,520. 760,260. MT (+/- 180 meters Scaled) JB0997 JB0997 SUPERSEDED SURVEY CONTROL JB0997 JB0997 NGVD 29 (??/??/??) 160.30 (m) 525.9 (f) RESET 3 JB0997 JB0997.Superseded values are not recommended for survey control. JB0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0997.See file dsdata.txt to determine how the superseded data were derived. JB0997 JB0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ854030(NAD 83) JB0997_MARKER: DR = REFERENCE MARK DISK JB0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0997_STAMPING: LONG 1960 NO 3 1973 JB0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0997+STABILITY: SURFACE MOTION JB0997 JB0997 HISTORY - Date Condition Report By JB0997 HISTORY - 1973 MONUMENTED NGS JB0997 JB0997 STATION DESCRIPTION JB0997 JB0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 JB0997'4.5 MI SW FROM GREENVILLE. JB0997'3.25 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH JB0997'STATE HIGHWAY 127 (ABOUT 1 1/2 MILES SOUTH OF GREENVILLE) TO A JB0997'RAILROAD OVERPASS, THENCE WESTERLY ALONG HIGHWAY 40 AND FRONTAGE JB0997'ROAD FOR 1.6 MILES TO A ROAD RIGHT, THENCE NORTH AND WEST ON JB0997'OILED ROAD FOR 0.3 MILE TO THE MARK, 70 FEET WEST OF THE JB0997'CENTERLINE OF THE ROAD, DISK SET IN A DRILL HOLE IN THE TOP AND JB0997'NORTHEAST CORNER OF A CONCRETE WELL COVER 41 FEET EAST OF A JB0997'30 INCH HICKORY TREE AND 8 FEET SOUTH OF AN EAST-WEST FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0998 *********************************************************************** JB0998 DESIGNATION - LONG RM 4 JB0998 PID - JB0998 JB0998 STATE/COUNTY- IL/BOND JB0998 USGS QUAD - BEAVER CREEK (1974) JB0998 JB0998 *CURRENT SURVEY CONTROL JB0998 ___________________________________________________________________ JB0998* NAD 83(1986)- 38 50 59. (N) 089 28 21. (W) SCALED JB0998* NAVD 88 - 161.06 (meters) 528.4 (feet) RESET JB0998 ___________________________________________________________________ JB0998 GEOID HEIGHT- -31.25 (meters) GEOID99 JB0998 JB0998 VERT ORDER - THIRD JB0998 JB0998.The horizontal coordinates were scaled from a topographic map and have JB0998.an estimated accuracy of +/- 6 seconds. JB0998 JB0998.The orthometric height was computed from unverified reset data. JB0998.No vertical observational check was made to the station. JB0998 JB0998.The geoid height was determined by GEOID99. JB0998 JB0998; North East Units Estimated Accuracy JB0998;SPC IL W - 242,520. 760,260. MT (+/- 180 meters Scaled) JB0998 JB0998 SUPERSEDED SURVEY CONTROL JB0998 JB0998 NGVD 29 (??/??/??) 161.26 (m) 529.1 (f) RESET 3 JB0998 JB0998.Superseded values are not recommended for survey control. JB0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0998.See file dsdata.txt to determine how the superseded data were derived. JB0998 JB0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ854030(NAD 83) JB0998_MARKER: DR = REFERENCE MARK DISK JB0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0998_STAMPING: LONG 1960 NO 4 1973 JB0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0998+STABILITY: SURFACE MOTION JB0998 JB0998 HISTORY - Date Condition Report By JB0998 HISTORY - 1973 MONUMENTED NGS JB0998 JB0998 STATION DESCRIPTION JB0998 JB0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 JB0998'4.5 MI SW FROM GREENVILLE. JB0998'3.25 MILES WESTERLY ALONG U.S. HIGHWAY 40 FROM ITS JUNCTION WITH JB0998'STATE HIGHWAY 127 (ABOUT 1 1/2 MILES SOUTH OF GREENVILLE) TO A JB0998'RAILROAD OVERPASS, THENCE WESTERLY ALONG HIGHWAY 40 AND FRONTAGE JB0998'ROAD FOR 1.6 MILES TO A ROAD RIGHT, THENCE NORTH AND WEST ON JB0998'OILED ROAD FOR 0.3 MILE TO MARK ON LEFT, 21 FEET WEST OF THE JB0998'CENTERLINE OF THE ROAD, 1 FOOT EAST OF A BOARD FENCE, 25 FEET JB0998'NORTH OF A FENCE CORNER AND A POWER POLE, THE DISK IS SET IN THE JB0998'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0961 *********************************************************************** JB0961 DESIGNATION - MAXEY RM 3 JB0961 PID - JB0961 JB0961 STATE/COUNTY- IL/BOND JB0961 USGS QUAD - MULBERRY GROVE (1980) JB0961 JB0961 *CURRENT SURVEY CONTROL JB0961 ___________________________________________________________________ JB0961* NAD 83(1986)- 38 53 42. (N) 089 18 28. (W) SCALED JB0961* NAVD 88 - 173.54 (meters) 569.4 (feet) RESET JB0961 ___________________________________________________________________ JB0961 GEOID HEIGHT- -31.39 (meters) GEOID99 JB0961 JB0961 VERT ORDER - THIRD JB0961 JB0961.The horizontal coordinates were scaled from a topographic map and have JB0961.an estimated accuracy of +/- 6 seconds. JB0961 JB0961.The orthometric height was computed from unverified reset data. JB0961.No vertical observational check was made to the station. JB0961 JB0961.The geoid height was determined by GEOID99. JB0961 JB0961; North East Units Estimated Accuracy JB0961;SPC IL W - 247,660. 774,510. MT (+/- 180 meters Scaled) JB0961 JB0961 SUPERSEDED SURVEY CONTROL JB0961 JB0961 NGVD 29 (10/23/03) 173.66 (m) 569.7 (f) RESET 3 JB0961 JB0961.Superseded values are not recommended for survey control. JB0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0961.See file dsdata.txt to determine how the superseded data were derived. JB0961 JB0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ998076(NAD 83) JB0961_MARKER: DR = REFERENCE MARK DISK JB0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0961_STAMPING: MAXEY NO 3 1960 1974 JB0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0961+STABILITY: SURFACE MOTION JB0961 JB0961 HISTORY - Date Condition Report By JB0961 HISTORY - 1974 MONUMENTED NGS JB0961 JB0961 STATION DESCRIPTION JB0961 JB0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JB0961'3 MI SW FROM MULBERRY GROVE. JB0961'ABOUT 2.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE JUNCTION JB0961'WITH MAIN STREET IN MULBERRY GROVE, THENCE 1.0 MILE SOUTH ALONG JB0961'A PAVED ROAD, THENCE 0.6 MILE NORTH AND EAST ALONG A PAVED ROAD, JB0961'AT A FENCE CORNER NORTH OF THE ROAD, 22 FEET NORTH OF THE CENTER JB0961'LINE OF THE ROAD, 1 FOOT EAST OF A CORNER FENCE POST AND 1 FOOT JB0961'WEST OF A METAL WITNESS POST. THE MONUMENT IS PRE-CAST JB0961'ALUMINUM SET IN CONCRETE AND PROJECTS 3 INCHES. IT IS ABOUT 1 JB0961'FOOT ABOVE THE ROAD LEVEL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB1545 *********************************************************************** JB1545 DESIGNATION - N 212 RESET 1978 JB1545 PID - JB1545 JB1545 STATE/COUNTY- IL/BOND JB1545 USGS QUAD - GREENVILLE (1974) JB1545 JB1545 *CURRENT SURVEY CONTROL JB1545 ___________________________________________________________________ JB1545* NAD 83(1986)- 38 52 49. (N) 089 22 40. (W) SCALED JB1545* NAVD 88 - 160.47 (+/-2cm) 526.5 (feet) VERTCON JB1545 ___________________________________________________________________ JB1545 GEOID HEIGHT- -31.32 (meters) GEOID99 JB1545 JB1545 VERT ORDER - THIRD (See Below) JB1545 JB1545.The horizontal coordinates were scaled from a topographic map and have JB1545.an estimated accuracy of +/- 6 seconds. JB1545 JB1545.The NAVD 88 height was computed by applying the VERTCON shift value to JB1545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JB1545.The vertical order pertains to the superseded datum. JB1545 JB1545.The geoid height was determined by GEOID99. JB1545 JB1545; North East Units Estimated Accuracy JB1545;SPC IL W - 245,980. 768,450. MT (+/- 180 meters Scaled) JB1545 JB1545 SUPERSEDED SURVEY CONTROL JB1545 JB1545 NGVD 29 (10/23/03) 160.59 (m) 526.9 (f) RESET 3 JB1545 JB1545.Superseded values are not recommended for survey control. JB1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB1545.See file dsdata.txt to determine how the superseded data were derived. JB1545 JB1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ937061(NAD 83) JB1545_MARKER: DB = BENCH MARK DISK JB1545_SETTING: 0 = UNSPECIFIED SETTING JB1545_STAMPING: N 212 RESET 1978 JB1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB1545 JB1545 HISTORY - Date Condition Report By JB1545 HISTORY - 1978 MONUMENTED NGS JB1545 JB1545 STATION DESCRIPTION JB1545 JB1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 JB1545'2.6 MI SE FROM GREENVILLE. JB1545'2.0 MILES NORTHEAST FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE JB1545'HIGHWAY 127 IN GREENVILLE, THENCE 0.25 MILE NORTHEAST ALONG HIGHWAY 40 JB1545'THENCE 0.4 MILE ALONG OILED ROAD TO MARK ON RIGHT, 21 FEET SOUTH OF JB1545'CENTERLINE OF ROAD, 5 FEET WEST OF A LARGE WOOD POWER LINE POLE. JB1545'THE MARK IS 1.9 FT E FROM A WITNESS POST. JB1545'THE MARK IS ABOVE LEVEL WITH OILED ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB2079 *********************************************************************** JB2079 DESIGNATION - N 213 RESET JB2079 PID - JB2079 JB2079 STATE/COUNTY- IL/BOND JB2079 USGS QUAD - POCAHONTAS (1974) JB2079 JB2079 *CURRENT SURVEY CONTROL JB2079 ___________________________________________________________________ JB2079* NAD 83(1986)- 38 50 25. (N) 089 30 01. (W) SCALED JB2079* NAVD 88 - 147.82 (meters) 485.0 (feet) RESET JB2079 ___________________________________________________________________ JB2079 GEOID HEIGHT- -31.23 (meters) GEOID99 JB2079 JB2079 VERT ORDER - THIRD JB2079 JB2079.The horizontal coordinates were scaled from a topographic map and have JB2079.an estimated accuracy of +/- 6 seconds. JB2079 JB2079.The orthometric height was computed from unverified reset data. JB2079.No vertical observational check was made to the station. JB2079 JB2079.The geoid height was determined by GEOID99. JB2079 JB2079; North East Units Estimated Accuracy JB2079;SPC IL W - 241,450. 757,850. MT (+/- 180 meters Scaled) JB2079 JB2079 SUPERSEDED SURVEY CONTROL JB2079 JB2079 NGVD 29 (10/23/03) 147.94 (m) 485.4 (f) RESET 3 JB2079 JB2079.Superseded values are not recommended for survey control. JB2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB2079.See file dsdata.txt to determine how the superseded data were derived. JB2079 JB2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ829020(NAD 83) JB2079_MARKER: DB = BENCH MARK DISK JB2079_SETTING: 32 = PARAPET WALL JB2079_STAMPING: N 213 RESET 1984 JB2079_MARK LOGO: ILDT JB2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB2079 JB2079 HISTORY - Date Condition Report By JB2079 HISTORY - 1984 MONUMENTED ILDT JB2079 JB2079 STATION DESCRIPTION JB2079 JB2079'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1984 JB2079'IN POCAH. JB2079'2.8 MILES EASTERLY ALONG WESTBOUND FEDERAL AID INTERSTATE 70 FROM ITS JB2079'INTERCHANGE WITH COUNTY HIGHWAY 21 IN POCAHONTAS, TOP OF PARAPET WALL JB2079'AT NORTHEAST CORNER OF STRUCTURE CARRYING WESTBOUND INTERSTATE 70 JB2079'OVER EAST FORK OF SHOAL CREEK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB1550 *********************************************************************** JB1550 DESIGNATION - POTTHAST RM 3 JB1550 PID - JB1550 JB1550 STATE/COUNTY- IL/BOND JB1550 USGS QUAD - BEAVER CREEK (1974) JB1550 JB1550 *CURRENT SURVEY CONTROL JB1550 ___________________________________________________________________ JB1550* NAD 83(1986)- 38 52 08. (N) 089 23 02. (W) SCALED JB1550* NAVD 88 - 161.34 (+/-2cm) 529.3 (feet) VERTCON JB1550 ___________________________________________________________________ JB1550 GEOID HEIGHT- -31.31 (meters) GEOID99 JB1550 JB1550 VERT ORDER - THIRD (See Below) JB1550 JB1550.The horizontal coordinates were scaled from a topographic map and have JB1550.an estimated accuracy of +/- 6 seconds. JB1550 JB1550.The NAVD 88 height was computed by applying the VERTCON shift value to JB1550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JB1550.The vertical order pertains to the superseded datum. JB1550 JB1550.The geoid height was determined by GEOID99. JB1550 JB1550; North East Units Estimated Accuracy JB1550;SPC IL W - 244,710. 767,930. MT (+/- 180 meters Scaled) JB1550 JB1550 SUPERSEDED SURVEY CONTROL JB1550 JB1550 NGVD 29 (10/23/03) 161.46 (m) 529.7 (f) RESET 3 JB1550 JB1550.Superseded values are not recommended for survey control. JB1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB1550.See file dsdata.txt to determine how the superseded data were derived. JB1550 JB1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ931049(NAD 83) JB1550_MARKER: DR = REFERENCE MARK DISK JB1550_SETTING: 0 = UNSPECIFIED SETTING JB1550_STAMPING: POTTHAST 1960 NO 3 1976 JB1550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB1550 JB1550 HISTORY - Date Condition Report By JB1550 HISTORY - 1976 MONUMENTED NGS JB1550 JB1550 STATION DESCRIPTION JB1550 JB1550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 JB1550'2.55 MI SE FROM GREENVILLE. JB1550'0.3 MILE SOUTH ALONG STATE HIGHWAY 127 FROM ITS JUNCTION WITH JB1550'INTERSTATE HIGHWAY 70 (ABOUT 2.25 MILES SOUTHEAST OF GREENVILLE), JB1550'THENCE WEST ON PAVED ROAD FOR 0.05 MILE TO FRONTAGE ROAD, THENCE NORTH JB1550'ON FRONTAGE ROAD FOR 0.15 MILE TO THE MARK ON THE RIGHT, 38 FEET EAST JB1550'OF THE CENTERLINE OF THE ROAD, 7 FEET EAST OF FENCE CORNER, AND 0.5 JB1550'FOOT NORTH OF A WIRE FENCE. THE MARK IS AN ALUMINUM MARKER, REFERENCE JB1550'TYPE WITH 3 MAGNETS ATTACHED. JB1550'THE MARK IS 1 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0981 *********************************************************************** JB0981 DESIGNATION - Q 212 RESET 1966 JB0981 PID - JB0981 JB0981 STATE/COUNTY- IL/BOND JB0981 USGS QUAD - BEAVER CREEK (1974) JB0981 JB0981 *CURRENT SURVEY CONTROL JB0981 ___________________________________________________________________ JB0981* NAD 83(1986)- 38 51 46. (N) 089 24 48. (W) SCALED JB0981* NAVD 88 - 160.11 (meters) 525.3 (feet) RESET JB0981 ___________________________________________________________________ JB0981 GEOID HEIGHT- -31.29 (meters) GEOID99 JB0981 JB0981 VERT ORDER - THIRD JB0981 JB0981.The horizontal coordinates were scaled from a topographic map and have JB0981.an estimated accuracy of +/- 6 seconds. JB0981 JB0981.The orthometric height was computed from unverified reset data. JB0981.No vertical observational check was made to the station. JB0981 JB0981.The geoid height was determined by GEOID99. JB0981 JB0981; North East Units Estimated Accuracy JB0981;SPC IL W - 244,010. 765,380. MT (+/- 180 meters Scaled) JB0981 JB0981 SUPERSEDED SURVEY CONTROL JB0981 JB0981 NGVD 29 (??/??/??) 168.43 (m) 552.6 (f) RESET 3 JB0981 JB0981.Superseded values are not recommended for survey control. JB0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0981.See file dsdata.txt to determine how the superseded data were derived. JB0981 JB0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ906043(NAD 83) JB0981_MARKER: DB = BENCH MARK DISK JB0981_SETTING: 30 = CULVERT JB0981_STAMPING: Q 212 RESET 1966 JB0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0981 JB0981 HISTORY - Date Condition Report By JB0981 HISTORY - 1966 MONUMENTED CGS JB0981 JB0981 STATION DESCRIPTION JB0981 JB0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 JB0981'3.6 MI SW FROM GREENVILLE. JB0981'ABOUT 1.7 MILES EAST AND SOUTH ALONG STATE HIGHWAY 127 FROM ITS JB0981'JUNCTION WITH ALTERNATE U.S. HIGHWAY 40 IN GREENVILLE, THENCE JB0981'1.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 40, THENCE 0.5 MILES SOUTH JB0981'ALONG AN ASPHALT ROAD, 19 FEET EAST OF THE CENTER LINE OF THE JB0981'ROADWAY, 1 1/2 FEET BELOW THE LEVEL OF THE ROAD AND SET IN THE JB0981'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 5 BY 10 FOOT JB0981'CONCRETE BOX CULVERT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB2008 *********************************************************************** JB2008 DESIGNATION - Q 213 RESET JB2008 PID - JB2008 JB2008 STATE/COUNTY- IL/BOND JB2008 USGS QUAD - POCAHONTAS (1974) JB2008 JB2008 *CURRENT SURVEY CONTROL JB2008 ___________________________________________________________________ JB2008* NAD 83(1997)- 38 49 07.89273(N) 089 33 37.55479(W) ADJUSTED JB2008* NAVD 88 - 167.04 (meters) 548.0 (feet) RESET JB2008 ___________________________________________________________________ JB2008 X - 38,175.542 (meters) COMP JB2008 Y - -4,975,917.145 (meters) COMP JB2008 Z - 3,976,754.504 (meters) COMP JB2008 LAPLACE CORR- -1.48 (seconds) DEFLEC99 JB2008 ELLIP HEIGHT- 135.90 (meters) (09/15/03) GPS OBS JB2008 GEOID HEIGHT- -31.17 (meters) GEOID99 JB2008 JB2008 HORZ ORDER - A JB2008 VERT ORDER - THIRD JB2008 ELLP ORDER - FOURTH CLASS I JB2008 JB2008.The horizontal coordinates were established by GPS observations JB2008.and adjusted by the National Geodetic Survey in September 2003. JB2008 JB2008.The orthometric height was computed from unverified reset data. JB2008.No vertical observational check was made to the station. JB2008 JB2008.The X, Y, and Z were computed from the position and the ellipsoidal ht. JB2008 JB2008.The Laplace correction was computed from DEFLEC99 derived deflections. JB2008 JB2008.The ellipsoidal height was determined by GPS observations JB2008.and is referenced to NAD 83. JB2008 JB2008.The geoid height was determined by GEOID99. JB2008 JB2008; North East Units Scale Converg. JB2008;SPC IL W - 239,035.932 752,646.694 MT 0.99997529 +0 22 48.1 JB2008;UTM 16 - 4,299,790.204 277,707.509 MT 1.00020852 -1 36 20.5 JB2008 JB2008 SUPERSEDED SURVEY CONTROL JB2008 JB2008 NGVD 29 (10/23/03) 167.16 (m) 548.4 (f) RESET 3 JB2008 JB2008.Superseded values are not recommended for survey control. JB2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB2008.See file dsdata.txt to determine how the superseded data were derived. JB2008 JB2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBH7770899790(NAD 83) JB2008_MARKER: DV = VERTICAL CONTROL DISK JB2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB2008_STAMPING: Q 213 RESET 1990 JB2008_MARK LOGO: NGS JB2008_MAGNETIC: N = NO MAGNETIC MATERIAL JB2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB2008+STABILITY: SURFACE MOTION JB2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JB2008+SATELLITE: SATELLITE OBSERVATIONS - July , 2002 JB2008 JB2008 HISTORY - Date Condition Report By JB2008 HISTORY - 1990 MONUMENTED NGS JB2008 HISTORY - 200207 GOOD ILDT JB2008 JB2008 STATION DESCRIPTION JB2008 JB2008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 JB2008'1.3 MI (2.1 KM) SOUTHWEST ALONG OLD ROUTE 40 (POCAHONTAS ROAD)FROM JB2008'ITS INTERSECTION WITH INTERSTATE ROUTE 70. TO REACH FROM THE I-70 JB2008'INTERCHANGE, EXIT NO. 36, PROCEED SOUTH AND WEST ON POCAHONTAS ROAD JB2008'1.3 MI (2.1 KM) TO THE STATION ON THE RIGHT, 7.5 M (24.6 FT) NORTH OF JB2008'THE CENTERLINE OF OLD U.S. ROUTE 40, 16.3 M (53.5 FT) WEST OF POWER JB2008'POLE NO. 380, 45.6 M (149.6 FT) WEST OF THE NORTH END OF A 3 FT (0.9 JB2008'M) BY 2 FT (0.6 M) BOX CULVERT, 0.5 M (1.6 FT) SOUTH OF A FENCE, 0.45 JB2008'M (1.48 FT) WEST OF A FIBERGLASS WITNESS POST, IN THE TOP OF A ROUND JB2008'CONCRETE POST FLUSH WITH GROUND. JB2008 JB2008 STATION RECOVERY (2002) JB2008 JB2008'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 2002 (NO) JB2008'STATION RECOVERY (2002) JB2008' JB2008'RECOVERY NOTE ILDT 2002 JB2008'THE STATION IS LOCATED IN BOND COUNTY ILLINOIS. 8.0 MILES NORTHEAST JB2008'OF HIGHLAND. 9.5 MILES JB2008'SOUTHWEST OF GREENVILLE. 1.4 MILES SOUTHWEST OF POCAHONTAS. JB2008' JB2008'TO REACH THE STATION FROM THE I-70 INTERCHANGE, EXIT NUMBER 36, JB2008'PROCEED SOUTH AND WEST JB2008'ON POCAHONTAS ROAD 1.3 MILES (2.1 KM) TO THE STATION ON THE RIGHT. JB2008' JB2008'THE STATION IS 7.5 METERS (24.6 FEET) NORTH OF THE CENTERLINE OF OLD JB2008'US ROUTE 40. 16.3 JB2008'METERS (53.5 FEET) WEST OF POWER POLE NUMBER 380. 45.6 METERS (149.6 JB2008'FEET) WEST OF THE JB2008'NORTH END OF A 3 FOOT (0.9 METERS) BY 2 FEET (0.6 METERS) BOX CULVERT. JB2008'0.45 METERS (1.48 JB2008'FEET) WEST OF A FIBERGLASS WITNESS POST, IN THE TOP OF A ROUND JB2008'CONCRETE POST FLUSH WITH JB2008'THE GROUND. JB2008' JB2008'