1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0084 *********************************************************************** JB0084 DESIGNATION - A 174 RESET 1965 JB0084 PID - JB0084 JB0084 STATE/COUNTY- IL/JASPER JB0084 USGS QUAD - NEWTON (1985) JB0084 JB0084 *CURRENT SURVEY CONTROL JB0084 ___________________________________________________________________ JB0084* NAD 83(1986)- 38 57 01. (N) 088 07 43. (W) SCALED JB0084* NAVD 88 - 159.73 (meters) 524.0 (feet) RESET JB0084 ___________________________________________________________________ JB0084 GEOID HEIGHT- -31.62 (meters) GEOID99 JB0084 JB0084 VERT ORDER - THIRD JB0084 JB0084.The horizontal coordinates were scaled from a topographic map and have JB0084.an estimated accuracy of +/- 6 seconds. JB0084 JB0084.The orthometric height was computed from unverified reset data. JB0084.No vertical observational check was made to the station. JB0084 JB0084.The geoid height was determined by GEOID99. JB0084 JB0084; North East Units Estimated Accuracy JB0084;SPC IL E - 253,480. 317,750. MT (+/- 180 meters Scaled) JB0084 JB0084 SUPERSEDED SURVEY CONTROL JB0084 JB0084 NGVD 29 (??/??/??) 159.80 (m) 524.3 (f) RESET 3 JB0084 JB0084.Superseded values are not recommended for survey control. JB0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0084.See file dsdata.txt to determine how the superseded data were derived. JB0084 JB0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ022118(NAD 83) JB0084_MARKER: DB = BENCH MARK DISK JB0084_SETTING: 30 = CULVERT JB0084_STAMPING: A 174 RESET 1965 JB0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0084 JB0084 HISTORY - Date Condition Report By JB0084 HISTORY - 1965 MONUMENTED CGS JB0084 JB0084 STATION DESCRIPTION JB0084 JB0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0084'3.5 MI SE FROM NEWTON. JB0084'3.5 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST JB0084'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, ABOUT 0.25 MILE JB0084'SOUTHEAST OF CROSSROADS, 21 FEET SOUTHWEST OF THE CENTERLINE OF JB0084'STATE HIGHWAY 130, IN THE HEADWALL OF A CONCRETE CULVERT AND IS JB0084'1.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL. THE JB0084'HEADWALL HAS BEEN BROKEN OFF TO ABOUT LEVEL WITH THE ROAD GRADE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0081 *********************************************************************** JB0081 DESIGNATION - B 174 RESET 1965 JB0081 PID - JB0081 JB0081 STATE/COUNTY- IL/JASPER JB0081 USGS QUAD - NEWTON (1985) JB0081 JB0081 *CURRENT SURVEY CONTROL JB0081 ___________________________________________________________________ JB0081* NAD 83(1986)- 38 57 33. (N) 088 08 12. (W) SCALED JB0081* NAVD 88 - 160.92 (meters) 528.0 (feet) RESET JB0081 ___________________________________________________________________ JB0081 GEOID HEIGHT- -31.64 (meters) GEOID99 JB0081 JB0081 VERT ORDER - THIRD JB0081 JB0081.The horizontal coordinates were scaled from a topographic map and have JB0081.an estimated accuracy of +/- 6 seconds. JB0081 JB0081.The orthometric height was computed from unverified reset data. JB0081.No vertical observational check was made to the station. JB0081 JB0081.The geoid height was determined by GEOID99. JB0081 JB0081; North East Units Estimated Accuracy JB0081;SPC IL E - 254,460. 317,050. MT (+/- 180 meters Scaled) JB0081 JB0081 SUPERSEDED SURVEY CONTROL JB0081 JB0081 NGVD 29 (??/??/??) 160.99 (m) 528.2 (f) RESET 3 JB0081 JB0081.Superseded values are not recommended for survey control. JB0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0081.See file dsdata.txt to determine how the superseded data were derived. JB0081 JB0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ015128(NAD 83) JB0081_MARKER: DB = BENCH MARK DISK JB0081_SETTING: 30 = CULVERT JB0081_STAMPING: B 174 RESET 1965 JB0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0081 JB0081 HISTORY - Date Condition Report By JB0081 HISTORY - 1965 MONUMENTED CGS JB0081 JB0081 STATION DESCRIPTION JB0081 JB0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0081'2.8 MI SE FROM NEWTON. JB0081'2.75 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST JB0081'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, 0.1 MILE SOUTHEAST JB0081'OF A SIDE ROAD TO EAST, IN THE NORTHWEST END OF THE HEADWALL OF A JB0081'CULVERT WITH AN EIGHT FOOT HEADWALL, 21 FEET SOUTHWEST OF THE JB0081'CENTERLINE OF STATE HIGHWAY 130 AND 1 FOOT SOUTHEAST OF THE JB0081'NORTHWEST END. THE HEADWALL HAS BEEN BROKEN OFF TO ABOUT LEVEL JB0081'WITH THE TOP OF THE GRADE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0102 *********************************************************************** JB0102 DESIGNATION - N 128 RESET 1965 JB0102 PID - JB0102 JB0102 STATE/COUNTY- IL/JASPER JB0102 USGS QUAD - STE MARIE (1985) JB0102 JB0102 *CURRENT SURVEY CONTROL JB0102 ___________________________________________________________________ JB0102* NAD 83(1986)- 38 54 18. (N) 088 05 40. (W) SCALED JB0102* NAVD 88 - 152.29 (meters) 499.6 (feet) RESET JB0102 ___________________________________________________________________ JB0102 GEOID HEIGHT- -31.57 (meters) GEOID99 JB0102 JB0102 VERT ORDER - THIRD JB0102 JB0102.The horizontal coordinates were scaled from a topographic map and have JB0102.an estimated accuracy of +/- 6 seconds. JB0102 JB0102.The orthometric height was computed from unverified reset data. JB0102.No vertical observational check was made to the station. JB0102 JB0102.The geoid height was determined by GEOID99. JB0102 JB0102; North East Units Estimated Accuracy JB0102;SPC IL E - 248,460. 320,720. MT (+/- 180 meters Scaled) JB0102 JB0102 SUPERSEDED SURVEY CONTROL JB0102 JB0102 NGVD 29 (??/??/??) 152.36 (m) 499.9 (f) RESET 3 JB0102 JB0102.Superseded values are not recommended for survey control. JB0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0102.See file dsdata.txt to determine how the superseded data were derived. JB0102 JB0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ051068(NAD 83) JB0102_MARKER: DB = BENCH MARK DISK JB0102_SETTING: 30 = CULVERT JB0102_STAMPING: N 128 RESET 1965 JB0102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0102 JB0102 HISTORY - Date Condition Report By JB0102 HISTORY - 1965 MONUMENTED CGS JB0102 JB0102 STATION DESCRIPTION JB0102 JB0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0102'7.1 MI SE FROM NEWTON. JB0102'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST JB0102'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, 0.15 MILE SOUTH OF JB0102'CROSSROADS, NEAR CENTER OF A WIDE CURVE IN HIGHWAY, 83 FEET JB0102'SOUTHWEST OF THE SOUTHWEST RAIL OF RAILROAD, 37 FEET NORTHEAST JB0102'OF CENTERLINE OF HIGHWAY AND 0.5 FOOT SOUTH OF THE NORTH END OF JB0102'THE WEST HEADWALL OF A CULVERT ON AN ABANDONED SECTION OF AN OLD JB0102'ROAD. THE HEADWALL OF THE CULVERT HAS BEEN BROKEN OFF ABOUT JB0102'FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0100 *********************************************************************** JB0100 DESIGNATION - V 173 RESET 1965 JB0100 PID - JB0100 JB0100 STATE/COUNTY- IL/JASPER JB0100 USGS QUAD - STE MARIE (1985) JB0100 JB0100 *CURRENT SURVEY CONTROL JB0100 ___________________________________________________________________ JB0100* NAD 83(1986)- 38 54 26. (N) 088 05 44. (W) SCALED JB0100* NAVD 88 - 152.84 (meters) 501.4 (feet) RESET JB0100 ___________________________________________________________________ JB0100 GEOID HEIGHT- -31.57 (meters) GEOID99 JB0100 JB0100 VERT ORDER - THIRD JB0100 JB0100.The horizontal coordinates were scaled from a topographic map and have JB0100.an estimated accuracy of +/- 6 seconds. JB0100 JB0100.The orthometric height was computed from unverified reset data. JB0100.No vertical observational check was made to the station. JB0100 JB0100.The geoid height was determined by GEOID99. JB0100 JB0100; North East Units Estimated Accuracy JB0100;SPC IL E - 248,710. 320,620. MT (+/- 180 meters Scaled) JB0100 JB0100 SUPERSEDED SURVEY CONTROL JB0100 JB0100 NGVD 29 (??/??/??) 152.91 (m) 501.7 (f) RESET 3 JB0100 JB0100.Superseded values are not recommended for survey control. JB0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0100.See file dsdata.txt to determine how the superseded data were derived. JB0100 JB0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ050070(NAD 83) JB0100_MARKER: DB = BENCH MARK DISK JB0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JB0100_STAMPING: V 173 RESET 1965 JB0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JB0100+STABILITY: SURFACE MOTION JB0100 JB0100 HISTORY - Date Condition Report By JB0100 HISTORY - 1965 MONUMENTED CGS JB0100 JB0100 STATION DESCRIPTION JB0100 JB0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0100'7 MI SE FROM NEWTON. JB0100'6.95 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE JB0100'NORTHEAST CORNER OF THE COURTHOUSE SQUARE IN NEWTON, AT AN JB0100'EAST-WEST GRAVEL ROAD CROSSING, 102 FEET SOUTHEAST OF THE JB0100'CENTERLINE OF THE EAST-WEST ROAD, 49.5 FEET NORTHEAST OF THE JB0100'CENTERLINE OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE SOUTHWEST JB0100'RAIL OF RAILROAD, 2 FEET NORTHWEST OF A POWERLINE POLE AND 1.5 JB0100'FEET SOUTHEAST OF A METAL WITNESS POST. THE POST PROJECTS 3 JB0100'INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0094 *********************************************************************** JB0094 DESIGNATION - X 173 RESET 1965 JB0094 PID - JB0094 JB0094 STATE/COUNTY- IL/JASPER JB0094 USGS QUAD - STE MARIE (1985) JB0094 JB0094 *CURRENT SURVEY CONTROL JB0094 ___________________________________________________________________ JB0094* NAD 83(1986)- 38 55 40. (N) 088 06 35. (W) SCALED JB0094* NAVD 88 - 153.15 (meters) 502.5 (feet) RESET JB0094 ___________________________________________________________________ JB0094 GEOID HEIGHT- -31.59 (meters) GEOID99 JB0094 JB0094 VERT ORDER - THIRD JB0094 JB0094.The horizontal coordinates were scaled from a topographic map and have JB0094.an estimated accuracy of +/- 6 seconds. JB0094 JB0094.The orthometric height was computed from unverified reset data. JB0094.No vertical observational check was made to the station. JB0094 JB0094.The geoid height was determined by GEOID99. JB0094 JB0094; North East Units Estimated Accuracy JB0094;SPC IL E - 250,980. 319,390. MT (+/- 180 meters Scaled) JB0094 JB0094 SUPERSEDED SURVEY CONTROL JB0094 JB0094 NGVD 29 (??/??/??) 153.22 (m) 502.7 (f) RESET 3 JB0094 JB0094.Superseded values are not recommended for survey control. JB0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0094.See file dsdata.txt to determine how the superseded data were derived. JB0094 JB0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ038093(NAD 83) JB0094_MARKER: DB = BENCH MARK DISK JB0094_SETTING: 0 = UNSPECIFIED SETTING JB0094_STAMPING: X 173 RESET 1965 JB0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0094 JB0094 HISTORY - Date Condition Report By JB0094 HISTORY - 1965 MONUMENTED CGS JB0094 JB0094 STATION DESCRIPTION JB0094 JB0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0094'5.4 MI SE FROM NEWTON. JB0094'5.35 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST JB0094'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, 0.15 MILE SOUTHEAST JB0094'OF THE CROSSROADS AT BOOS, 0.2 MILE NORTHWEST OF THE HIGHWAY JB0094'BRIDGE OVER THE FOX RIVER, 65 FEET NORTHWEST OF THE CENTERLINE OF JB0094'A DRIVEWAY LEADING TO A FARMHOUSE, 21 FEET SOUTHWEST OF THE JB0094'CENTERLINE OF THE HIGHWAY AND 1.2 FEET NORTH OF THE SOUTH END JB0094'OF THE HEADWALL. THE HEADWALL HAS BEEN BROKEN OFF TO ABOUT LEVEL JB0094'WITH THE HIGHWAY GRADE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JB0087 *********************************************************************** JB0087 DESIGNATION - Y 173 RESET 1965 JB0087 PID - JB0087 JB0087 STATE/COUNTY- IL/JASPER JB0087 USGS QUAD - STE MARIE (1985) JB0087 JB0087 *CURRENT SURVEY CONTROL JB0087 ___________________________________________________________________ JB0087* NAD 83(1986)- 38 56 12. (N) 088 06 59. (W) SCALED JB0087* NAVD 88 - 157.34 (meters) 516.2 (feet) RESET JB0087 ___________________________________________________________________ JB0087 GEOID HEIGHT- -31.61 (meters) GEOID99 JB0087 JB0087 VERT ORDER - THIRD JB0087 JB0087.The horizontal coordinates were scaled from a topographic map and have JB0087.an estimated accuracy of +/- 6 seconds. JB0087 JB0087.The orthometric height was computed from unverified reset data. JB0087.No vertical observational check was made to the station. JB0087 JB0087.The geoid height was determined by GEOID99. JB0087 JB0087; North East Units Estimated Accuracy JB0087;SPC IL E - 251,970. 318,810. MT (+/- 180 meters Scaled) JB0087 JB0087 SUPERSEDED SURVEY CONTROL JB0087 JB0087 NGVD 29 (??/??/??) 157.42 (m) 516.5 (f) RESET 3 JB0087 JB0087.Superseded values are not recommended for survey control. JB0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JB0087.See file dsdata.txt to determine how the superseded data were derived. JB0087 JB0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ032103(NAD 83) JB0087_MARKER: DB = BENCH MARK DISK JB0087_SETTING: 30 = CULVERT JB0087_STAMPING: Y 173 RESET 1965 JB0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JB0087 JB0087 HISTORY - Date Condition Report By JB0087 HISTORY - 1965 MONUMENTED CGS JB0087 HISTORY - 1983 GOOD USGS JB0087 JB0087 STATION DESCRIPTION JB0087 JB0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JB0087'4.8 MI SE FROM NEWTON. JB0087'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST JB0087'CORNER OF THE COURTHOUSE SQUARE IN NEWTON, THENCE LEFT ON SURFACED JB0087'ROAD FOR ABOUT 0.05 MILE, ABOUT 100 YARDS EAST OF THE INTERSECTION JB0087'OF HIGHWAY 130 AND A SURFACED ROAD LEADING EAST, 31 FEET SOUTH JB0087'OF THE CENTERLINE OF THE PAVEMENT, 18.5 FEET NORTHWEST OF THE JB0087'NORTHEAST CORNER OF A DOUBLE CORN CRIB AND 10 FEET NORTHWEST OF JB0087'A FENCE CORNER. THE MARK IS IN THE CENTER OF THE EAST HEADWALL JB0087'OF A CONCRETE CULVERT UNDER THE DRIVEWAY LEADING TO THE CORN CRIB. JB0087 JB0087 STATION RECOVERY (1983) JB0087 JB0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 JB0087'4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 130 FROM THE NORTHEAST CORNER JB0087'OF THE COURTHOUSE SQUARE IN NEWTON, THENCE LEFT ON SURFACE ROAD FOR JB0087'ABOUT 0.05 MILE, ABOUT 100 YARDS EAST OF THE INTERSECTION OF HIGHWAY JB0087'130 AND A SURFACED ROAD LEADING EAST, 31 FEET SOUTH OF THE CENTERLINE JB0087'OF THE PAVEMENT, 18.0 FEET NORTHWEST OF THE NORTHEAST CORNER OF A JB0087'BARN WITH METAL SHEETING. THE MARK IS IN THE CENTER OF THE EAST JB0087'HEADWALL OF A CONCRETE CULVERT UNDER THE DRIVEWAY LEADING TO THE JB0087'BARN.