1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0271 *********************************************************************** LC0271 DESIGNATION - A 201 RESET 1961 LC0271 PID - LC0271 LC0271 STATE/COUNTY- IL/CHAMPAIGN LC0271 USGS QUAD - RANTOUL (1984) LC0271 LC0271 *CURRENT SURVEY CONTROL LC0271 ___________________________________________________________________ LC0271* NAD 83(1986)- 40 18 28. (N) 088 11 38. (W) SCALED LC0271* NAVD 88 - 224.53 (meters) 736.6 (feet) RESET LC0271 ___________________________________________________________________ LC0271 GEOID HEIGHT- -32.24 (meters) GEOID03 LC0271 LC0271 VERT ORDER - THIRD LC0271 LC0271.The horizontal coordinates were scaled from a topographic map and have LC0271.an estimated accuracy of +/- 6 seconds. LC0271 LC0271.The orthometric height was computed from unverified reset data. LC0271.No vertical observational check was made to the station. LC0271 LC0271.The geoid height was determined by GEOID03. LC0271 LC0271; North East Units Estimated Accuracy LC0271;SPC IL E - 404,180. 311,850. MT (+/- 180 meters Scaled) LC0271 LC0271 SUPERSEDED SURVEY CONTROL LC0271 LC0271 NGVD 29 (??/??/??) 224.58 (m) 736.8 (f) RESET 3 LC0271 LC0271.Superseded values are not recommended for survey control. LC0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0271.See file dsdata.txt to determine how the superseded data were derived. LC0271 LC0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK985626(NAD 83) LC0271_MARKER: DB = BENCH MARK DISK LC0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0271_STAMPING: A 201 1959 RESET 1961 LC0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0271+STABILITY: SURFACE MOTION LC0271 LC0271 HISTORY - Date Condition Report By LC0271 HISTORY - 1961 MONUMENTED CGS LC0271 HISTORY - 1980 MARK NOT FOUND USGS LC0271 LC0271 STATION DESCRIPTION LC0271 LC0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0271'2 MI W FROM RANTOUL. LC0271'ABOUT 1.75 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION LC0271'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 0.2 MILES WEST ALONG AN LC0271'ASPHALT PAVED ROAD, AT THE JUNCTION OF AN ASPHALT PAVED ROAD LC0271'LEADING SOUTH, 33 FEET WEST OF THE CENTER LINE OF THE ROAD LC0271'LEADING SOUTH, 27 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE LC0271'ROAD EAST, 42 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION, 15 LC0271'FEET EAST OF A POWER POLE, 3.0 FEET NORTHEAST OF A METAL WITNESS LC0271'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD AND SET IN THE TOP OF LC0271'A CONCRETE POST PROJECTING 1 INCH. LC0271 LC0271 STATION RECOVERY (1980) LC0271 LC0271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 LC0271'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1788 *********************************************************************** LB1788 DESIGNATION - B 24 RESET 1958 LB1788 PID - LB1788 LB1788 STATE/COUNTY- IL/CHAMPAIGN LB1788 USGS QUAD - HOMER (1975) LB1788 LB1788 *CURRENT SURVEY CONTROL LB1788 ___________________________________________________________________ LB1788* NAD 83(1986)- 40 06 39. (N) 087 57 29. (W) SCALED LB1788* NAVD 88 - 204.70 (meters) 671.6 (feet) RESET LB1788 ___________________________________________________________________ LB1788 GEOID HEIGHT- -32.19 (meters) GEOID03 LB1788 LB1788 VERT ORDER - THIRD LB1788 LB1788.The horizontal coordinates were scaled from a topographic map and have LB1788.an estimated accuracy of +/- 6 seconds. LB1788 LB1788.The orthometric height was computed from unverified reset data. LB1788.No vertical observational check was made to the station. LB1788 LB1788.The geoid height was determined by GEOID03. LB1788 LB1788; North East Units Estimated Accuracy LB1788;SPC IL E - 382,370. 331,990. MT (+/- 180 meters Scaled) LB1788 LB1788 SUPERSEDED SURVEY CONTROL LB1788 LB1788 NGVD 29 (??/??/??) 204.75 (m) 671.8 (f) RESET 3 LB1788 LB1788.Superseded values are not recommended for survey control. LB1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1788.See file dsdata.txt to determine how the superseded data were derived. LB1788 LB1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK183404(NAD 83) LB1788_MARKER: DB = BENCH MARK DISK LB1788_SETTING: 30 = SET IN A LIGHT STRUCTURE LB1788_SP_SET: CULVERT LB1788_STAMPING: B 24 RESET 1958 LB1788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LB1788+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2001 LB1788 LB1788 HISTORY - Date Condition Report By LB1788 HISTORY - 1958 MONUMENTED ILHD LB1788 HISTORY - 20010706 GOOD BCA LB1788 LB1788 STATION DESCRIPTION LB1788 LB1788'DESCRIBED BY IL HIGHWAY DEPT 1958 LB1788'AT OGDEN. LB1788'AT OGDEN, ON STATE HIGHWAY 49, SOUTH OF THE JUNCTION OF U.S. LB1788'HIGHWAY 150, AND SET IN CULVERT HEADWALL. LB1788 LB1788 STATION RECOVERY (2001) LB1788 LB1788'RECOVERY NOTE BY BERNS CLANCY AND ASSOCIATES 2001 (CEW) LB1788'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0261 *********************************************************************** LC0261 DESIGNATION - BORO RM 3 LC0261 PID - LC0261 LC0261 STATE/COUNTY- IL/CHAMPAIGN LC0261 USGS QUAD - RANTOUL (1984) LC0261 LC0261 *CURRENT SURVEY CONTROL LC0261 ___________________________________________________________________ LC0261* NAD 83(1986)- 40 16 01. (N) 088 10 35. (W) SCALED LC0261* NAVD 88 - 223.35 (meters) 732.8 (feet) RESET LC0261 ___________________________________________________________________ LC0261 GEOID HEIGHT- -32.24 (meters) GEOID03 LC0261 LC0261 VERT ORDER - THIRD LC0261 LC0261.The horizontal coordinates were scaled from a topographic map and have LC0261.an estimated accuracy of +/- 6 seconds. LC0261 LC0261.The orthometric height was computed from unverified reset data. LC0261.No vertical observational check was made to the station. LC0261 LC0261.The geoid height was determined by GEOID03. LC0261 LC0261; North East Units Estimated Accuracy LC0261;SPC IL E - 399,650. 313,350. MT (+/- 180 meters Scaled) LC0261 LC0261 SUPERSEDED SURVEY CONTROL LC0261 LC0261 NGVD 29 (??/??/??) 223.40 (m) 732.9 (f) RESET 3 LC0261 LC0261.Superseded values are not recommended for survey control. LC0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0261.See file dsdata.txt to determine how the superseded data were derived. LC0261 LC0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK999580(NAD 83) LC0261_MARKER: DR = REFERENCE MARK DISK LC0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0261_STAMPING: BORO 1959 NO 3 1969 LC0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0261+STABILITY: SURFACE MOTION LC0261 LC0261 HISTORY - Date Condition Report By LC0261 HISTORY - 1969 MONUMENTED CGS LC0261 HISTORY - 1973 GOOD NGS LC0261 LC0261 STATION DESCRIPTION LC0261 LC0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 LC0261'1.8 MI N FROM THOMASBORO. LC0261'ABOUT 0.25 MILE EAST ALONG A STREET FROM THE POST OFFICE AT LC0261'THOMASBORO, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 45 TO THE LC0261'MARK ON THE RIGHT, 1 FOOT NORTH OF A POWER POLE, 36 FEET NORTH OF LC0261'A FENCE CORNER, 48 FEET WEST OF THE SOUTHWEST CORNER OF A LARGE LC0261'CONCRETE BLOCK BUILDING, 44 FEET EAST OF THE CENTERLINE OF THE LC0261'NORTH BOUND LANE OF THE HIGHWAY, SET IN THE TOP OF A ROUND LC0261'CONCRETE POST PROJECTING 4 INCHES. LC0261 LC0261 STATION RECOVERY (1973) LC0261 LC0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 LC0261'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0365 *********************************************************************** LC0365 DESIGNATION - C 185 RESET 1971 LC0365 PID - LC0365 LC0365 STATE/COUNTY- IL/CHAMPAIGN LC0365 USGS QUAD - BONDVILLE (1975) LC0365 LC0365 *CURRENT SURVEY CONTROL LC0365 ___________________________________________________________________ LC0365* NAD 83(1986)- 40 03 14. (N) 088 15 04. (W) SCALED LC0365* NAVD 88 - 224.65 (meters) 737.0 (feet) RESET LC0365 ___________________________________________________________________ LC0365 GEOID HEIGHT- -31.99 (meters) GEOID03 LC0365 LC0365 VERT ORDER - THIRD LC0365 LC0365.The horizontal coordinates were scaled from a topographic map and have LC0365.an estimated accuracy of +/- 6 seconds. LC0365 LC0365.The orthometric height was computed from unverified reset data. LC0365.No vertical observational check was made to the station. LC0365 LC0365.The geoid height was determined by GEOID03. LC0365 LC0365; North East Units Estimated Accuracy LC0365;SPC IL E - 375,990. 307,020. MT (+/- 180 meters Scaled) LC0365 LC0365 SUPERSEDED SURVEY CONTROL LC0365 LC0365 NGVD 29 (??/??/??) 224.69 (m) 737.2 (f) RESET 3 LC0365 LC0365.Superseded values are not recommended for survey control. LC0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0365.See file dsdata.txt to determine how the superseded data were derived. LC0365 LC0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK932344(NAD 83) LC0365_MARKER: DD = SURVEY DISK LC0365_SETTING: 0 = UNSPECIFIED SETTING LC0365_STAMPING: C 185 RESET 1971 LC0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC0365 LC0365 HISTORY - Date Condition Report By LC0365 HISTORY - 1971 MONUMENTED LOCENG LC0365 LC0365 STATION DESCRIPTION LC0365 LC0365'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 LC0365'AT SAVOY. LC0365'AT SAVOY, 116 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 45, 96 LC0365'FEET NORTH AND 7 FEET EAST OF THE NORTHEAST CORNER OF THE ILLINOIS LC0365'CENTRAL RAILROAD STATION, ABOUT 1 FOOT BELOW THE TRACK AND SET LC0365'IN THE TOP OF CONCRETE FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0279 *********************************************************************** LC0279 DESIGNATION - E 201 RESET 1961 LC0279 PID - LC0279 LC0279 STATE/COUNTY- IL/CHAMPAIGN LC0279 USGS QUAD - RANTOUL (1984) LC0279 LC0279 *CURRENT SURVEY CONTROL LC0279 ___________________________________________________________________ LC0279* NAD 83(1986)- 40 20 28. (N) 088 10 15. (W) SCALED LC0279* NAVD 88 - 223.41 (meters) 733.0 (feet) RESET LC0279 ___________________________________________________________________ LC0279 GEOID HEIGHT- -32.25 (meters) GEOID03 LC0279 LC0279 VERT ORDER - THIRD LC0279 LC0279.The horizontal coordinates were scaled from a topographic map and have LC0279.an estimated accuracy of +/- 6 seconds. LC0279 LC0279.The orthometric height was computed from unverified reset data. LC0279.No vertical observational check was made to the station. LC0279 LC0279.The geoid height was determined by GEOID03. LC0279 LC0279; North East Units Estimated Accuracy LC0279;SPC IL E - 407,890. 313,810. MT (+/- 180 meters Scaled) LC0279 LC0279 SUPERSEDED SURVEY CONTROL LC0279 LC0279 NGVD 29 (??/??/??) 223.46 (m) 733.1 (f) RESET 3 LC0279 LC0279.Superseded values are not recommended for survey control. LC0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0279.See file dsdata.txt to determine how the superseded data were derived. LC0279 LC0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK005662(NAD 83) LC0279_MARKER: DB = BENCH MARK DISK LC0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0279_STAMPING: E 201 1959 RESET 1961 LC0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0279+STABILITY: SURFACE MOTION LC0279 LC0279 HISTORY - Date Condition Report By LC0279 HISTORY - 1961 MONUMENTED CGS LC0279 HISTORY - 1980 MARK NOT FOUND USGS LC0279 LC0279 STATION DESCRIPTION LC0279 LC0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0279'3.4 MI NW FROM RANTOUL. LC0279'ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 136 FROM ITS JUNCTION LC0279'WITH U.S. HIGHWAY 45 IN RANTOUL, THENCE 2.15 MILES NORTH ALONG LC0279'AN OILED ROAD, THENCE 0.2 MILES EAST ALONG AN OILED ROAD, 24 FEET LC0279'SOUTH OF THE CENTER LINE OF THE ROAD, 1.5 FEET NORTH OF THE LC0279'FENCE, 2 FEET EAST-NORTHEAST OF THE SECOND TELEPHONE POLE EAST LC0279'OF THE ROAD JUNCTION, 68 FEET SOUTHEAST AND ACROSS THE ROAD FROM LC0279'THE SECOND POWER POLE EAST OF THE JUNCTION, 1.4 FEET NORTHWEST LC0279'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE LC0279'TOP OF A CONCRETE POST PROJECTING 1 INCH. LC0279 LC0279 STATION RECOVERY (1980) LC0279 LC0279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 LC0279'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1636 *********************************************************************** LC1636 DESIGNATION - FEDER 2 LC1636 PID - LC1636 LC1636 STATE/COUNTY- IL/CHAMPAIGN LC1636 USGS QUAD - RANTOUL (1984) LC1636 LC1636 *CURRENT SURVEY CONTROL LC1636 ___________________________________________________________________ LC1636* NAD 83(1986)- 40 21 27. (N) 088 08 55. (W) SCALED LC1636* NAVD 88 - 243.27 (meters) 798.1 (feet) RESET LC1636 ___________________________________________________________________ LC1636 GEOID HEIGHT- -32.26 (meters) GEOID03 LC1636 LC1636 VERT ORDER - THIRD LC1636 LC1636.The horizontal coordinates were scaled from a topographic map and have LC1636.an estimated accuracy of +/- 6 seconds. LC1636 LC1636.The orthometric height was computed from unverified reset data. LC1636.No vertical observational check was made to the station. LC1636 LC1636.The geoid height was determined by GEOID03. LC1636 LC1636; North East Units Estimated Accuracy LC1636;SPC IL E - 409,710. 315,690. MT (+/- 180 meters Scaled) LC1636 LC1636 SUPERSEDED SURVEY CONTROL LC1636 LC1636 NGVD 29 (06/09/05) 243.32 (m) 798.3 (f) RESET 3 LC1636 LC1636.Superseded values are not recommended for survey control. LC1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1636.See file dsdata.txt to determine how the superseded data were derived. LC1636 LC1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83) LC1636_MARKER: DH = HORIZONTAL CONTROL DISK LC1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC1636_STAMPING: FEDER 2 1981 LC1636_MARK LOGO: NGS LC1636_PROJECTION: PROJECTING 5 CENTIMETERS LC1636_MAGNETIC: N = NO MAGNETIC MATERIAL LC1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1636+STABILITY: SURFACE MOTION LC1636 LC1636 HISTORY - Date Condition Report By LC1636 HISTORY - 1981 MONUMENTED NGS LC1636 HISTORY - 19810615 GOOD NGS LC1636 LC1636 STATION DESCRIPTION LC1636 LC1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 LC1636'3.9 MI NW FROM RANTOUL. LC1636'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S. LC1636'HIGHWAY 136 IN RANTOUL, THENCE 0.5 MILE WEST ALONG A PAVED ROAD LC1636'TO THE MARK ON THE LEFT, 17.0 FEET WEST OF A POWER POLE, AND 21.0 LC1636'FEET SOUTH OF THE CENTERLINE OF PAVED ROAD. LC1636'THE MARK IS 1.0 FT E FROM A WITNESS POST. LC1636 LC1636 STATION RECOVERY (1981) LC1636 LC1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN) LC1636'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NW OF RANTOUL, ON ROAD LC1636'RIGHT OF WAY, 5.2 METERS (17.1 FT) W OF A POWER POLE, 6.4 METERS (21.0 LC1636'FT) S OF THE CENTERLINE OF A PAVED ROAD, 0.40 KM (0.25 MI) E OF LC1636'INTERSTATE HWY STAND 0.3 METERS (1.0 FT) E OF A METAL WITNESS POST. LC1636'THE ROUND CONCRETE MONUMENT PROJECTS 2 INCHES AND THE DISK IS LC1636'STAMPED---FEDED 2 1981---. TO REACH THE STATION FROM THE JUNCTION OF LC1636'U.S HWYS 136 AND 45 AT RANTOUL, GO N ON HWY 45 FOR 5.5 KM (3.40 MI) TO LC1636'A CROSSROAD. TURN LEFT AND GO W ON PAVED ROAD FOR 0.8 KM (0.50 MI) TO LC1636'THE STATION ON THE LEFT. CONTINUE W 0.40 KM (0.25 MI) TO THE W END OF LC1636'OVERPASS OF INTERSTATE HWY 57 AND THE AZ MK ON THE RIGHT. RM 5 IS A LC1636'STANDARD PRE-CAST ALUMINUM MONUMENT PROJECTING 2 INCHES, LC1636'STAMPED---FEDER 2 NO 5 1981---, 0.3 METERS (1.0 FT) W OF A POWER POLE LC1636'AND 6.4 METERS (21.0 FT) S OF THE CENTERLINE OF THE ROAD. RM 6 IS A LC1636'STANDARD PRE-CAST ALUMINUM MONUMENT, FLUSH WITH THE GROUND, LC1636'STAMPED---FEDER NO 6 1981---, 9.4 METERS (30.8 FT) W OF POWER POLE, LC1636'0.3 METERS (1.0 FT) SE OF A METAL WITNESS POST AND 6.4 METERS (21.0 LC1636'FT) S OF THE CENTELINE OF THE ROAD. THE AZ MK IS A STANDARD DISK, LC1636'STAMPED---FEDER 2 1981---, SET IN A DRILL HOLE IN THE TOP AND NW LC1636'ABUTTMENT OF BRIDGE OVER PASS OF INTERSTATE HWY 57, 0.3 METERS (1.0 LC1636'FT) E OF THE W END OF THE ABUTTMENT AND ABOUT 0.8 METERS (2.6 FT) LC1636'ABOVE THE BRIDGE FLOOR. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1637 *********************************************************************** LC1637 DESIGNATION - FEDER 2 RM 5 LC1637 PID - LC1637 LC1637 STATE/COUNTY- IL/CHAMPAIGN LC1637 USGS QUAD - RANTOUL (1984) LC1637 LC1637 *CURRENT SURVEY CONTROL LC1637 ___________________________________________________________________ LC1637* NAD 83(1986)- 40 21 27. (N) 088 08 55. (W) SCALED LC1637* NAVD 88 - 243.35 (meters) 798.4 (feet) RESET LC1637 ___________________________________________________________________ LC1637 GEOID HEIGHT- -32.26 (meters) GEOID03 LC1637 LC1637 VERT ORDER - THIRD LC1637 LC1637.The horizontal coordinates were scaled from a topographic map and have LC1637.an estimated accuracy of +/- 6 seconds. LC1637 LC1637.The orthometric height was computed from unverified reset data. LC1637.No vertical observational check was made to the station. LC1637 LC1637.The geoid height was determined by GEOID03. LC1637 LC1637; North East Units Estimated Accuracy LC1637;SPC IL E - 409,710. 315,690. MT (+/- 180 meters Scaled) LC1637 LC1637 SUPERSEDED SURVEY CONTROL LC1637 LC1637 NGVD 29 (06/09/05) 243.40 (m) 798.6 (f) RESET 3 LC1637 LC1637.Superseded values are not recommended for survey control. LC1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1637.See file dsdata.txt to determine how the superseded data were derived. LC1637 LC1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83) LC1637_MARKER: DR = REFERENCE MARK DISK LC1637_SETTING: 0 = UNSPECIFIED SETTING LC1637_STAMPING: FEDER 2 NO 5 1981 LC1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC1637 LC1637 HISTORY - Date Condition Report By LC1637 HISTORY - 1981 MONUMENTED NGS LC1637 LC1637 STATION DESCRIPTION LC1637 LC1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 LC1637'3.9 MI NW FROM RANTOUL. LC1637'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S. LC1637'HIGHWAY 136 IN RANTOUL, THENCE 0.5 WEST ALONG A PAVED ROAD TO THE LC1637'MARK ON THE LEFT, A PRE-CAST ALUMINUM MONUMENT, 21.0 FEET SOUTH OF LC1637'THE CENTERLINE OF PAVED ROAD, AND 1.0 FOOT WEST OF A POWER POLE. LC1637'THE MARK IS 17.0 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1638 *********************************************************************** LC1638 DESIGNATION - FEDER 2 RM 6 LC1638 PID - LC1638 LC1638 STATE/COUNTY- IL/CHAMPAIGN LC1638 USGS QUAD - RANTOUL (1984) LC1638 LC1638 *CURRENT SURVEY CONTROL LC1638 ___________________________________________________________________ LC1638* NAD 83(1986)- 40 21 27. (N) 088 08 55. (W) SCALED LC1638* NAVD 88 - 243.19 (meters) 797.9 (feet) RESET LC1638 ___________________________________________________________________ LC1638 GEOID HEIGHT- -32.26 (meters) GEOID03 LC1638 LC1638 VERT ORDER - THIRD LC1638 LC1638.The horizontal coordinates were scaled from a topographic map and have LC1638.an estimated accuracy of +/- 6 seconds. LC1638 LC1638.The orthometric height was computed from unverified reset data. LC1638.No vertical observational check was made to the station. LC1638 LC1638.The geoid height was determined by GEOID03. LC1638 LC1638; North East Units Estimated Accuracy LC1638;SPC IL E - 409,710. 315,690. MT (+/- 180 meters Scaled) LC1638 LC1638 SUPERSEDED SURVEY CONTROL LC1638 LC1638 NGVD 29 (06/09/05) 243.24 (m) 798.0 (f) RESET 3 LC1638 LC1638.Superseded values are not recommended for survey control. LC1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1638.See file dsdata.txt to determine how the superseded data were derived. LC1638 LC1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK024680(NAD 83) LC1638_MARKER: DR = REFERENCE MARK DISK LC1638_SETTING: 0 = UNSPECIFIED SETTING LC1638_STAMPING: FEDER 2 NO 6 1981 LC1638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC1638 LC1638 HISTORY - Date Condition Report By LC1638 HISTORY - 1981 MONUMENTED NGS LC1638 LC1638 STATION DESCRIPTION LC1638 LC1638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 LC1638'3.9 MI NW FROM RANTOUL. LC1638'3.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH U.S. LC1638'HIGHWAY 136 IN RANTOUL, THENCE 0.5 MILE WEST ALONG A PAVED ROAD TO LC1638'MARK ON THE LEFT, A PRE-CAST ALUMINUM MONUMENT, 31.0 FEET WEST OF LC1638'A POWER POLE, AND 21.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0231 *********************************************************************** LC0231 DESIGNATION - HENSLEY RM 3 LC0231 PID - LC0231 LC0231 STATE/COUNTY- IL/CHAMPAIGN LC0231 USGS QUAD - RISING (1975) LC0231 LC0231 *CURRENT SURVEY CONTROL LC0231 ___________________________________________________________________ LC0231* NAD 83(1986)- 40 09 24. (N) 088 16 37. (W) SCALED LC0231* NAVD 88 - 236.85 (meters) 777.1 (feet) RESET LC0231 ___________________________________________________________________ LC0231 GEOID HEIGHT- -32.06 (meters) GEOID03 LC0231 LC0231 VERT ORDER - THIRD LC0231 LC0231.The horizontal coordinates were scaled from a topographic map and have LC0231.an estimated accuracy of +/- 6 seconds. LC0231 LC0231.The orthometric height was computed from unverified reset data. LC0231 LC0231.The geoid height was determined by GEOID03. LC0231 LC0231; North East Units Estimated Accuracy LC0231;SPC IL E - 387,400. 304,800. MT (+/- 180 meters Scaled) LC0231 LC0231 SUPERSEDED SURVEY CONTROL LC0231 LC0231.No superseded survey control is available for this station. LC0231 LC0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912459(NAD 83) LC0231_MARKER: DR = REFERENCE MARK DISK LC0231_SETTING: 30 = SET IN A LIGHT STRUCTURE LC0231_SP_SET: SIDEWALK LC0231_STAMPING: HENSLEY 1959 NO 3 1973 LC0231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC0231 LC0231 HISTORY - Date Condition Report By LC0231 HISTORY - 1973 MONUMENTED NGS LC0231 LC0231 STATION DESCRIPTION LC0231 LC0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 LC0231'3.5 MI NW FROM CHAMPAIGN. LC0231'ABOUT 1 MILE NORTHEAST OF THE JUNCTION OF INTERSTATE HIGHWAYS LC0231'57 AND 74, 0.3 MILE NORTH OF THE OVERPASS OF DEWEY-FISHER ROAD LC0231'AND HIGHWAY 57, SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK LC0231'LEADING TO THE SOUTH ENTRANCE TO A LARGE METAL BUILDING (R.H. LC0231'BISHOP CO.), 0.8 OF A FOOT EAST OF THE WEST EDGE OF THE SIDEWALK, LC0231'0.9 OF A FOOT NORTH OF THE SOUTH EDGE OF THE SIDEWALK, 41 FEET LC0231'SOUTH OF THE SOUTH SIDE OF THE BUILDING, 32 FEET NORTH OF THE LC0231'CENTERLINE OF PLANT DRIVEWAY AND 33 FEET WEST OF THE CENTERLINE LC0231'OF DRIVEWAY TO R.H. BISHOP CO. BUILDING. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0155 *********************************************************************** LC0155 DESIGNATION - ILLINOIS RM 3 LC0155 PID - LC0155 LC0155 STATE/COUNTY- IL/CHAMPAIGN LC0155 USGS QUAD - URBANA (1975) LC0155 LC0155 *CURRENT SURVEY CONTROL LC0155 ___________________________________________________________________ LC0155* NAD 83(1986)- 40 06 02. (N) 088 14 00. (W) SCALED LC0155* NAVD 88 - 226.76 (meters) 744.0 (feet) RESET LC0155 ___________________________________________________________________ LC0155 GEOID HEIGHT- -32.04 (meters) GEOID03 LC0155 LC0155 VERT ORDER - THIRD LC0155 LC0155.The horizontal coordinates were scaled from a topographic map and have LC0155.an estimated accuracy of +/- 6 seconds. LC0155 LC0155.The orthometric height was computed from unverified reset data. LC0155.No vertical observational check was made to the station. LC0155 LC0155.The geoid height was determined by GEOID03. LC0155 LC0155; North East Units Estimated Accuracy LC0155;SPC IL E - 381,170. 308,530. MT (+/- 180 meters Scaled) LC0155 LC0155 SUPERSEDED SURVEY CONTROL LC0155 LC0155 NGVD 29 (??/??/??) 226.80 (m) 744.1 (f) RESET 3 LC0155 LC0155.Superseded values are not recommended for survey control. LC0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0155.See file dsdata.txt to determine how the superseded data were derived. LC0155 LC0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK948396(NAD 83) LC0155_MARKER: DR = REFERENCE MARK DISK LC0155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. LC0155_SP_SET: SIDEWALK LC0155_STAMPING: ILLINOIS 1934 NO 3 1963 LC0155_MARK LOGO: CGS LC0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC0155 LC0155 HISTORY - Date Condition Report By LC0155 HISTORY - 1963 MONUMENTED LOCENG LC0155 HISTORY - 1965 GOOD NGS LC0155 HISTORY - 1973 GOOD NGS LC0155 HISTORY - 1984 GOOD NGS LC0155 HISTORY - 1986 GOOD NGS LC0155 LC0155 STATION DESCRIPTION LC0155 LC0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 LC0155'AT CHAMPAIGN. LC0155'AT CHAMPAIGN, AT THE INTERSECTION OF SOUTH FOURTH STREET AND LC0155'PEABODY DRIVE, 216.74 FEET NORTH OF TRIANGULATION STATION ILLINOIS, LC0155'32 FEET SOUTH OF THE SOUTH CURB LINE EXTENDED OF PEABODY DRIVE, LC0155'10 FEET WEST OF THE WEST CURB LINE OF SOUTH FOURTH STREET, IN THE LC0155'NORTHEAST CORNER OF THE PARADE GROUND, SET FLUSH WITH SURFACE LC0155'OF CONCRETE SIDEWALK. LC0155 LC0155 STATION RECOVERY (1973) LC0155 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 LC0155'RECOVERED IN GOOD CONDITION. LC0155 LC0155 STATION RECOVERY (1984) LC0155 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 LC0155'RECOVERED IN GOOD CONDITION. LC0155 LC0155 STATION RECOVERY (1986) LC0155 LC0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 LC0155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0287 *********************************************************************** LC0287 DESIGNATION - J 201 RESET 1961 LC0287 PID - LC0287 LC0287 STATE/COUNTY- IL/CHAMPAIGN LC0287 USGS QUAD - PERDUEVILLE (1984) LC0287 LC0287 *CURRENT SURVEY CONTROL LC0287 ___________________________________________________________________ LC0287* NAD 83(1986)- 40 23 07. (N) 088 08 41. (W) SCALED LC0287* NAVD 88 - 235.16 (meters) 771.5 (feet) RESET LC0287 ___________________________________________________________________ LC0287 GEOID HEIGHT- -32.25 (meters) GEOID03 LC0287 LC0287 VERT ORDER - THIRD LC0287 LC0287.The horizontal coordinates were scaled from a topographic map and have LC0287.an estimated accuracy of +/- 6 seconds. LC0287 LC0287.The orthometric height was computed from unverified reset data. LC0287.No vertical observational check was made to the station. LC0287 LC0287.The geoid height was determined by GEOID03. LC0287 LC0287; North East Units Estimated Accuracy LC0287;SPC IL E - 412,800. 316,020. MT (+/- 180 meters Scaled) LC0287 LC0287 SUPERSEDED SURVEY CONTROL LC0287 LC0287 NGVD 29 (??/??/??) 235.21 (m) 771.7 (f) RESET 3 LC0287 LC0287.Superseded values are not recommended for survey control. LC0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0287.See file dsdata.txt to determine how the superseded data were derived. LC0287 LC0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK028711(NAD 83) LC0287_MARKER: DB = BENCH MARK DISK LC0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0287_STAMPING: J 201 1959 RESET 1961 LC0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0287+STABILITY: SURFACE MOTION LC0287 LC0287 HISTORY - Date Condition Report By LC0287 HISTORY - 1961 MONUMENTED CGS LC0287 LC0287 STATION DESCRIPTION LC0287 LC0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0287'1 MI W FROM LUDLOW. LC0287'ABOUT 0.95 MILES WEST ALONG A CONCRETE PAVED ROAD FROM THE POST LC0287'OFFICE IN LUDLOW, ABOUT 0.10 MILES EAST OF A FARM HOUSE NORTH LC0287'OF THE ROAD, AT A FIELD ENTRANCE NORTH OF THE ROAD, 29 FEET LC0287'NORTH OF THE CENTER LINE OF THE ROAD, 24 FEET EAST-NORTHEAST LC0287'OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT, 1 FOOT SOUTH LC0287'OF THE FENCE, 154 FEET WEST OF THE SECOND POWER POLE EAST OF THE LC0287'POWER POLE WITH A TRANSFORMER R.E.A. CO-OP POLE 95, 1.1 FEET LC0287'SOUTHEAST OF A METAL WITNESS POST, 0.5 FEET BELOW THE ROAD LC0287'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1639 *********************************************************************** LC1639 DESIGNATION - J 204 RESET 1982 LC1639 PID - LC1639 LC1639 STATE/COUNTY- IL/CHAMPAIGN LC1639 USGS QUAD - MAHOMET (1975) LC1639 LC1639 *CURRENT SURVEY CONTROL LC1639 ___________________________________________________________________ LC1639* NAD 83(1986)- 40 12 09. (N) 088 24 45. (W) SCALED LC1639* NAVD 88 - 236.82 (meters) 777.0 (feet) RESET LC1639 ___________________________________________________________________ LC1639 GEOID HEIGHT- -32.03 (meters) GEOID03 LC1639 LC1639 VERT ORDER - THIRD LC1639 LC1639.The horizontal coordinates were scaled from a topographic map and have LC1639.an estimated accuracy of +/- 6 seconds. LC1639 LC1639.The orthometric height was computed from unverified reset data. LC1639.No vertical observational check was made to the station. LC1639 LC1639.The geoid height was determined by GEOID03. LC1639 LC1639; North East Units Estimated Accuracy LC1639;SPC IL E - 392,490. 293,260. MT (+/- 180 meters Scaled) LC1639 LC1639 SUPERSEDED SURVEY CONTROL LC1639 LC1639 NGVD 29 (06/09/05) 236.87 (m) 777.1 (f) RESET 3 LC1639 LC1639.Superseded values are not recommended for survey control. LC1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1639.See file dsdata.txt to determine how the superseded data were derived. LC1639 LC1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK797511(NAD 83) LC1639_MARKER: DB = BENCH MARK DISK LC1639_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN LC1639+WITH SETTING: PAVEMENT LC1639_SP_SET: STEPS LC1639_STAMPING: J 204 RESET 1982 LC1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1639+STABILITY: SURFACE MOTION LC1639 LC1639 HISTORY - Date Condition Report By LC1639 HISTORY - 1982 MONUMENTED NGS LC1639 LC1639 STATION DESCRIPTION LC1639 LC1639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 LC1639'1.3 KM (0.8 MI) NW FROM MAHOMET. LC1639'FROM THE POST OFFICE IN MAHOMET, GO WEST ALONG EAST MAIN STREET FOR LC1639'0.4 KM (0.25 MI) TO ITS JUNCTION WITH DIVISION STREET, TURN RIGHT AND LC1639'GO NORTH ALONG DIVISION STREET FOR 0.2 KM (0.15 MI) TO ITS JUNCTION LC1639'WITH STATE STREET, TURN LEFT AND GO WEST ALONG STATE STREET FOR LC1639'0.5 KM (0.3 MI ) TO A SIDEROAD RIGHT, TOWNSHIP ROAD, AND THE MAHOMET LC1639'HIGH SCHOOL IN THE NORTHWEST SECTION OF INTERSECTION, TURN RIGHT AND LC1639'GO NORTH ALONG TOWNSHIP ROAD FOR 0.2 KM (0.1 MI) TO THE MARK ON RIGHT, LC1639'61.5 METERS (201.6 FEET) OF NORTHWEST ENTRANCE TO HIGH SCHOOL, 35.1 LC1639'METERS (115.0 FEET) EAST OF THE APPROXIMATE CENTER OF TOWNSHIP ROAD, LC1639'31.0 METERS (102.0 FEET) NORTH OF A CONCRETE LAMP POST IN PARKING LC1639'LOT, 5.2 METERS (17.0 FEET) SOUTH OF A CONCRETE LAMP POST IN PARKING LC1639'LOT, AND IN THE TOP OF THE NORTHEAST CORNER OF THE TOP STEP BETWEEN LC1639'TWO PARKING LOTS FOR HIGH SCHOOL ON THE WEST SIDE OF SCHOOL BUILDING. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0329 *********************************************************************** LC0329 DESIGNATION - K 204 1959 RESET 1961 LC0329 PID - LC0329 LC0329 STATE/COUNTY- IL/CHAMPAIGN LC0329 USGS QUAD - MAHOMET (1975) LC0329 LC0329 *CURRENT SURVEY CONTROL LC0329 ___________________________________________________________________ LC0329* NAD 83(1986)- 40 12 03. (N) 088 23 43. (W) SCALED LC0329* NAVD 88 - 215.43 (meters) 706.8 (feet) RESET LC0329 ___________________________________________________________________ LC0329 GEOID HEIGHT- -32.04 (meters) GEOID03 LC0329 LC0329 VERT ORDER - THIRD LC0329 LC0329.The horizontal coordinates were scaled from a topographic map and have LC0329.an estimated accuracy of +/- 6 seconds. LC0329 LC0329.The orthometric height was computed from unverified reset data. LC0329.No vertical observational check was made to the station. LC0329 LC0329.The geoid height was determined by GEOID03. LC0329 LC0329; North East Units Estimated Accuracy LC0329;SPC IL E - 392,300. 294,730. MT (+/- 180 meters Scaled) LC0329 LC0329 SUPERSEDED SURVEY CONTROL LC0329 LC0329.No superseded survey control is available for this station. LC0329 LC0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK812509(NAD 83) LC0329_MARKER: DB = BENCH MARK DISK LC0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0329_STAMPING: K 204 1959 RESET 1961 LC0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0329+STABILITY: SURFACE MOTION LC0329 LC0329 HISTORY - Date Condition Report By LC0329 HISTORY - 1961 MONUMENTED CGS LC0329 LC0329 STATION DESCRIPTION LC0329 LC0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0329'1.2 MI NE FROM MAHOMET. LC0329'ABOUT 0.15 MILES NORTH ALONG WALNUT STREET FROM THE NEW YORK LC0329'CENTRAL RAIL ROAD STATION IN MAHOMET, THENCE 0.3 MILES EAST LC0329'ALONG U.S. HIGHWAY 150 AND STATE HIGHWAY 47, THENCE 0.8 MILES LC0329'NORTH ALONG STATE HIGHWAY 47 AT THE NORTHWEST CORNER OF THE LC0329'MAHOMET CEMETERY, 171 FEET EAST OF THE CENTER LINE OF STATE LC0329'HIGHWAY 47, 52 FEET NORTH OF THE CENTER LINE OF THE NORTH DRIVE LC0329'TO THE CEMETERY, 1.5 FEET WEST OF THE FENCE, 12.5 FEET NORTH LC0329'OF THE FENCE CORNER, 14 FEET NORTHEAST OF A TELEPHONE POLE, 3.2 LC0329'FEET NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH LC0329'STATE HIGHWAY 47 AND SET IN THE TOP OF A CONCRETE POST PROJECTING LC0329'2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC2051 *********************************************************************** LC2051 DESIGNATION - L 200 RESET LC2051 PID - LC2051 LC2051 STATE/COUNTY- IL/CHAMPAIGN LC2051 USGS QUAD - RISING (1975) LC2051 LC2051 *CURRENT SURVEY CONTROL LC2051 ___________________________________________________________________ LC2051* NAD 83(1986)- 40 09 22. (N) 088 15 27. (W) SCALED LC2051* NAVD 88 - 228.15 (meters) 748.5 (feet) RESET LC2051 ___________________________________________________________________ LC2051 GEOID HEIGHT- -32.07 (meters) GEOID03 LC2051 LC2051 VERT ORDER - THIRD LC2051 LC2051.The horizontal coordinates were scaled from a topographic map and have LC2051.an estimated accuracy of +/- 6 seconds. LC2051 LC2051.The orthometric height was computed from unverified reset data. LC2051.No vertical observational check was made to the station. LC2051 LC2051.The geoid height was determined by GEOID03. LC2051 LC2051; North East Units Estimated Accuracy LC2051;SPC IL E - 387,340. 306,460. MT (+/- 180 meters Scaled) LC2051 LC2051 SUPERSEDED SURVEY CONTROL LC2051 LC2051 NGVD 29 (06/09/05) 228.19 (m) 748.7 (f) RESET 3 LC2051 LC2051.Superseded values are not recommended for survey control. LC2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC2051.See file dsdata.txt to determine how the superseded data were derived. LC2051 LC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK929458(NAD 83) LC2051_MARKER: DV = VERTICAL CONTROL DISK LC2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC2051_SP_SET: CONCRETE POST LC2051_STAMPING: L 200 RESET 1989 LC2051_MARK LOGO: NGS LC2051_MAGNETIC: N = NO MAGNETIC MATERIAL LC2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC2051+STABILITY: SURFACE MOTION LC2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR LC2051+SATELLITE: SATELLITE OBSERVATIONS - 1989 LC2051 LC2051 HISTORY - Date Condition Report By LC2051 HISTORY - 1989 MONUMENTED NGS LC2051 LC2051 STATION DESCRIPTION LC2051 LC2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 LC2051'2.5 KM (1.6 MI) NORTH ALONG PROSPECT AVENUE (TOWNSHIP ROAD 1100E) LC2051'FROM ITS JUNCTION WITH I-74 (EXIT 181) ON THE NORTH SIDE OF LC2051'CHAMPAIGN, 119.4 M (391.7 FT) NORTH OF THE INTERSECTION OF TOWNSHIP LC2051'ROADS 1100E (PROSPECT AVENUE) AND 1900N, 8.7 M (28.5 FT) WEST OF THE LC2051'CENTERLINE OF PROSPECT AVENUE, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE LC2051'AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST, ON TOP OF A LC2051'CONCRETE POST FLUSH WITH THE GROUND AND 0.5 M (1.6 FT) 0.5 M (1.6 FT) LC2051'HIGHER THAN PROSPECT AVENUE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1616 *********************************************************************** LC1616 DESIGNATION - LUDLOW RM 3 LC1616 PID - LC1616 LC1616 STATE/COUNTY- IL/CHAMPAIGN LC1616 USGS QUAD - PERDUEVILLE (1984) LC1616 LC1616 *CURRENT SURVEY CONTROL LC1616 ___________________________________________________________________ LC1616* NAD 83(1986)- 40 23 29. (N) 088 08 11. (W) SCALED LC1616* NAVD 88 - 233.97 (meters) 767.6 (feet) RESET LC1616 ___________________________________________________________________ LC1616 GEOID HEIGHT- -32.25 (meters) GEOID03 LC1616 LC1616 VERT ORDER - THIRD LC1616 LC1616.The horizontal coordinates were scaled from a topographic map and have LC1616.an estimated accuracy of +/- 6 seconds. LC1616 LC1616.The orthometric height was computed from unverified reset data. LC1616.No vertical observational check was made to the station. LC1616 LC1616.The geoid height was determined by GEOID03. LC1616 LC1616; North East Units Estimated Accuracy LC1616;SPC IL E - 413,480. 316,720. MT (+/- 180 meters Scaled) LC1616 LC1616 SUPERSEDED SURVEY CONTROL LC1616 LC1616 NGVD 29 (06/09/05) 234.03 (m) 767.8 (f) RESET 3 LC1616 LC1616.Superseded values are not recommended for survey control. LC1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1616.See file dsdata.txt to determine how the superseded data were derived. LC1616 LC1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK035718(NAD 83) LC1616_MARKER: DR = REFERENCE MARK DISK LC1616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC1616_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC1616_STAMPING: LUDLOW 1959 NO 3 1979 LC1616_PROJECTION: PROJECTING 8 CENTIMETERS LC1616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1616+STABILITY: SURFACE MOTION LC1616 LC1616 HISTORY - Date Condition Report By LC1616 HISTORY - 1979 MONUMENTED NGS LC1616 LC1616 STATION DESCRIPTION LC1616 LC1616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 LC1616'1.0 MI NW FROM LUDLOW. LC1616'0.2 MILE WEST FROM MAIN CROSS ROAD IN LUDLOW, THENCE SOUTH AND WEST ON LC1616'A PAVED ROAD FOR 0.4 MILE AT ROAD RIGHT JUST WEST OF INTERSTATE LC1616'HIGHWAY 57, THENCE EAST AND NORTH ALONG COUNTY ROAD 1700 EAST, 113 LC1616'FEET NORTH OF A POWER LINE POLE, AND 22 FEET EAST OF CENTER LINE OF LC1616'ROAD. LC1616'THE MARK IS 51 FT E FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1145 *********************************************************************** KB1145 DESIGNATION - MERRY RM 3 KB1145 PID - KB1145 KB1145 STATE/COUNTY- IL/CHAMPAIGN KB1145 USGS QUAD - TOLONO (1983) KB1145 KB1145 *CURRENT SURVEY CONTROL KB1145 ___________________________________________________________________ KB1145* NAD 83(1986)- 39 56 13. (N) 088 16 11. (W) SCALED KB1145* NAVD 88 - 218.85 (+/-2cm) 718.0 (feet) VERTCON KB1145 ___________________________________________________________________ KB1145 GEOID HEIGHT- -31.99 (meters) GEOID03 KB1145 KB1145 VERT ORDER - THIRD (See Below) KB1145 KB1145.The horizontal coordinates were scaled from a topographic map and have KB1145.an estimated accuracy of +/- 6 seconds. KB1145 KB1145.The NAVD 88 height was computed by applying the VERTCON shift value to KB1145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1145.The vertical order pertains to the NGVD 29 superseded value. KB1145 KB1145.The geoid height was determined by GEOID03. KB1145 KB1145; North East Units Estimated Accuracy KB1145;SPC IL E - 363,000. 305,440. MT (+/- 180 meters Scaled) KB1145 KB1145 SUPERSEDED SURVEY CONTROL KB1145 KB1145 NGVD 29 (06/09/05) 218.91 (m) 718.2 (f) RESET 3 KB1145 KB1145.Superseded values are not recommended for survey control. KB1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1145.See file dsdata.txt to determine how the superseded data were derived. KB1145 KB1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK915215(NAD 83) KB1145_MARKER: DR = REFERENCE MARK DISK KB1145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE KB1145_SP_SET: CULVERT KB1145_STAMPING: MERRY 1959 NO 3 1975 KB1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1145+STABILITY: SURFACE MOTION KB1145 KB1145 HISTORY - Date Condition Report By KB1145 HISTORY - 1975 MONUMENTED NGS KB1145 KB1145 STATION DESCRIPTION KB1145 KB1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 KB1145'1.5 MI NORTH FROM PESOTUM. KB1145'1.5 MILES NORTHALONG U.S. HIGHWAY 45 FROM THE CENTER OF THE TOWN OF KB1145'PESOTUM, IN THE CENTER OF A CONCRETE CULVERT, 20 FEET EAST OF THE KB1145'CENTERLINE OF THE HIGHWAY 16 FEET NORTH OF THE CENTERLINE OF A KB1145'GRAVELED ROAD, AND 10 FEET SOUTHWEST OF A POWER POLE. KB1145'THE MARK IS 1 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1641 *********************************************************************** LC1641 DESIGNATION - N 204 RESET LC1641 PID - LC1641 LC1641 STATE/COUNTY- IL/CHAMPAIGN LC1641 USGS QUAD - MAHOMET (1975) LC1641 LC1641 *CURRENT SURVEY CONTROL LC1641 ___________________________________________________________________ LC1641* NAD 83(1986)- 40 11 11. (N) 088 22 55. (W) SCALED LC1641* NAVD 88 - 229.06 (meters) 751.5 (feet) RESET LC1641 ___________________________________________________________________ LC1641 GEOID HEIGHT- -32.03 (meters) GEOID03 LC1641 LC1641 VERT ORDER - THIRD LC1641 LC1641.The horizontal coordinates were scaled from a topographic map and have LC1641.an estimated accuracy of +/- 6 seconds. LC1641 LC1641.The orthometric height was computed from unverified reset data. LC1641.No vertical observational check was made to the station. LC1641 LC1641.The geoid height was determined by GEOID03. LC1641 LC1641; North East Units Estimated Accuracy LC1641;SPC IL E - 390,700. 295,860. MT (+/- 180 meters Scaled) LC1641 LC1641 SUPERSEDED SURVEY CONTROL LC1641 LC1641 NGVD 29 (06/09/05) 229.11 (m) 751.7 (f) RESET 3 LC1641 LC1641.Superseded values are not recommended for survey control. LC1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1641.See file dsdata.txt to determine how the superseded data were derived. LC1641 LC1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK823493(NAD 83) LC1641_MARKER: DB = BENCH MARK DISK LC1641_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES LC1641_SP_SET: DROP STRUCTURE LC1641_STAMPING: N 204 RESET 1980 LC1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1641+STABILITY: SURFACE MOTION LC1641 LC1641 HISTORY - Date Condition Report By LC1641 HISTORY - 1980 MONUMENTED ILDT LC1641 HISTORY - 1986 MARK NOT FOUND NGS LC1641 LC1641 STATION DESCRIPTION LC1641 LC1641'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1980 LC1641'1.6 MI NE FROM MAHOMET. LC1641'0.15 MILE NORTH ALONG WALNUT STREET FROM NEW YORK CENTRAL RAILROAD LC1641'STATION IN MAHOMET, THENCE 1.45 MILES EAST ALONG U.S. HIGHWAY 150, LC1641'ABOUT 0.2 MILE WEST OF A FARM DRIVE NORTH, IN THE CENTER OF THE TOP LC1641'OF A 5 BY 5 FOOT CONCRETE DROP STRUCTURE, 20.0 FEET SOUTH OF THE LC1641'CENTERLINE OF THE HIGHWAY, 24.0 FEET WEST OF THE THIRD BOX LC1641'CULVERT EAST OF A FARM HOUSE SOUTH OF THE HIGHWAY AND IS ALSO LC1641'THE SECOND BOX CULVERT WEST OF THE FARM DRIVE NORTH. LC1641'THE MARK IS 1.0 FT BELOW HIGHWAY. LC1641 LC1641 STATION RECOVERY (1986) LC1641 LC1641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 LC1641'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3480 *********************************************************************** AI3480 DESIGNATION - Q 204 RESET AI3480 PID - AI3480 AI3480 STATE/COUNTY- IL/CHAMPAIGN AI3480 USGS QUAD - RISING (1975) AI3480 AI3480 *CURRENT SURVEY CONTROL AI3480 ___________________________________________________________________ AI3480* NAD 83(1986)- 40 10 41. (N) 088 21 09. (W) SCALED AI3480* NAVD 88 - 234.48 (meters) 769.3 (feet) RESET AI3480 ___________________________________________________________________ AI3480 GEOID HEIGHT- -32.04 (meters) GEOID03 AI3480 AI3480 VERT ORDER - THIRD AI3480 AI3480.The horizontal coordinates were scaled from a topographic map and have AI3480.an estimated accuracy of +/- 6 seconds. AI3480 AI3480.The orthometric height was computed from unverified reset data. AI3480.No vertical observational check was made to the station. AI3480 AI3480.The geoid height was determined by GEOID03. AI3480 AI3480; North East Units Estimated Accuracy AI3480;SPC IL E - 389,770. 298,370. MT (+/- 180 meters Scaled) AI3480 AI3480 SUPERSEDED SURVEY CONTROL AI3480 AI3480.No superseded survey control is available for this station. AI3480 AI3480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK848483(NAD 83) AI3480_MARKER: DV = VERTICAL CONTROL DISK AI3480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3480_STAMPING: Q 204 RESET 1998 AI3480_MARK LOGO: NGS AI3480_MAGNETIC: N = NO MAGNETIC MATERIAL AI3480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3480+STABILITY: SURFACE MOTION AI3480 AI3480 HISTORY - Date Condition Report By AI3480 HISTORY - 1998 MONUMENTED NGS AI3480 AI3480 STATION DESCRIPTION AI3480 AI3480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB) AI3480'TO REACH FROM THE STATE ROUTE 47 UNDERPASS OF I-74 AT MAHOMET, GO AI3480'SOUTH ON ROUTE 47 FOR 0.5 MILE (0.8 KM) TO THE INTERSECTION WITH US AI3480'ROUTE 150. TURN LEFT, EAST, ON ROUTE 150 FOR 2.8 MILES (4.5 KM) TO AI3480'THE STATION ON THE RIGHT, 17.7 M (58.1 FT) SOUTH OF THE CENTERLINE OF AI3480'ROUTE 150, 20.8 M (68.2 FT) EAST OF A METAL SPLICE BOX, 39.3 M (128.9 AI3480'FT) WEST OF A POWER POLE, 0.5 M (1.6 FT) WEST OF A CONCRETE AI3480'RIGHT-OF-WAY MARKER, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS AI3480'POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3181 *********************************************************************** AI3181 DESIGNATION - R 166 RESET AI3181 PID - AI3181 AI3181 STATE/COUNTY- IL/CHAMPAIGN AI3181 USGS QUAD - URBANA (1975) AI3181 AI3181 *CURRENT SURVEY CONTROL AI3181 ___________________________________________________________________ AI3181* NAD 83(1986)- 40 04 09. (N) 088 08 33. (W) SCALED AI3181* NAVD 88 - 209.06 (meters) 685.9 (feet) RESET AI3181 ___________________________________________________________________ AI3181 GEOID HEIGHT- -32.07 (meters) GEOID03 AI3181 AI3181 VERT ORDER - THIRD AI3181 AI3181.The horizontal coordinates were scaled from a topographic map and have AI3181.an estimated accuracy of +/- 6 seconds. AI3181 AI3181.The orthometric height was computed from unverified reset data. AI3181.No vertical observational check was made to the station. AI3181 AI3181.The geoid height was determined by GEOID03. AI3181 AI3181; North East Units Estimated Accuracy AI3181;SPC IL E - 377,700. 316,280. MT (+/- 180 meters Scaled) AI3181 AI3181 SUPERSEDED SURVEY CONTROL AI3181 AI3181.No superseded survey control is available for this station. AI3181 AI3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK025360(NAD 83) AI3181_MARKER: DV = VERTICAL CONTROL DISK AI3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3181_STAMPING: R 166 RESET 1999 AI3181_MARK LOGO: NGS AI3181_MAGNETIC: O = OTHER; SEE DESCRIPTION AI3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3181+STABILITY: SURFACE MOTION AI3181 AI3181 HISTORY - Date Condition Report By AI3181 HISTORY - 1999 MONUMENTED NGS AI3181 AI3181 STATION DESCRIPTION AI3181 AI3181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RKB) AI3181'TO REACH FROM THE JUNCTION OF ILLINOIS ROUTE 130 (HIGHCROSS ROAD) AND AI3181'U.S. ROUTE 150 ON THE EAST SIDE OF URBANA, PROCEED SOUTH ON ROUTE 130 AI3181'FOR 2.0 MI (3.2 KM) TO ROAD 1400 N (WINDSOR ROAD) AT THE SMALL AI3181'SETTLEMENT OF MYRA. TURN LEFT, EAST, FOR 1.0 MI (1.6 KM) TO AI3181'COTTONWOOD ROAD, TURN RIGHT, SOUTH FOR 1.0 MI (1.6 KM) TO A POWERLINE AI3181'CROSSING AND THE STATION ON THE LEFT, 5.8 MI (9.3 KM) EAST OF THE AI3181'CENTERLINE OF COTTONWOOD ROAD, 21.0 MI (33.8 KM) NORTHEAST OF A POWER AI3181'POLE ON THE WEST SIDE OF THE ROAD, 32.7 MI (52.6 KM) SOUTH OF A METAL AI3181'SPLICE BOX ON THE EAST SIDE OF THE ROAD, 22.7 MI (36.5 KM) AI3181'SOUTH-SOUTHWEST OF THE WESTERMOST POLE OF LARGE DOUBLE POLE AI3181'TRANSMISSION LINE TOWER, AND 0.2 MI (0.3 KM) WEST OF A FIBERGLASS AI3181'WITNESS POST. VERTICAL CONTROL DISK SET IN A 25 CM ROUND CONCRETE AI3181'MONUMENT, FLUSH, GOOD FOR GPS. GPS NAVIGATED POSITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0245 *********************************************************************** LC0245 DESIGNATION - R 200 RESET 1970 LC0245 PID - LC0245 LC0245 STATE/COUNTY- IL/CHAMPAIGN LC0245 USGS QUAD - THOMASBORO (1975) LC0245 LC0245 *CURRENT SURVEY CONTROL LC0245 ___________________________________________________________________ LC0245* NAD 83(1986)- 40 12 53. (N) 088 12 41. (W) SCALED LC0245* NAVD 88 - 222.80 (meters) 731.0 (feet) RESET LC0245 ___________________________________________________________________ LC0245 GEOID HEIGHT- -32.17 (meters) GEOID03 LC0245 LC0245 VERT ORDER - THIRD LC0245 LC0245.The horizontal coordinates were scaled from a topographic map and have LC0245.an estimated accuracy of +/- 6 seconds. LC0245 LC0245.The orthometric height was computed from unverified reset data. LC0245.No vertical observational check was made to the station. LC0245 LC0245.The geoid height was determined by GEOID03. LC0245 LC0245; North East Units Estimated Accuracy LC0245;SPC IL E - 393,850. 310,380. MT (+/- 180 meters Scaled) LC0245 LC0245 SUPERSEDED SURVEY CONTROL LC0245 LC0245 NGVD 29 (??/??/??) 222.84 (m) 731.1 (f) RESET 3 LC0245 LC0245.Superseded values are not recommended for survey control. LC0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0245.See file dsdata.txt to determine how the superseded data were derived. LC0245 LC0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK969522(NAD 83) LC0245_MARKER: DB = BENCH MARK DISK LC0245_SETTING: 30 = SET IN A LIGHT STRUCTURE LC0245_SP_SET: CULVERT LC0245_STAMPING: R 200 RESET 1970 LC0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC0245 LC0245 HISTORY - Date Condition Report By LC0245 HISTORY - 1970 MONUMENTED NGS LC0245 LC0245 STATION DESCRIPTION LC0245 LC0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LC0245'6.5 MI S FROM RANTOUL. LC0245'6.6 MILES SOUTH ALONG INTERSTATE HIGHWAY 57 FROM ITS JUNCTION LC0245'WITH U.S. HIGHWAY 136 (ABOUT 2 MILES WEST OF RANTOUL), SET IN THE LC0245'TOP AND SOUTH END OF A 27 X 12 FOOT CONCRETE BOX CULVERT ON THE LC0245'WEST SIDE OF THE HIGHWAY, 26 FEET WEST OF THE CENTERLINE OF THE LC0245'SOUTH BOUND LANE, 27 FEET SOUTH OF ILL. STATE HIGHWAY STA. 920 LC0245'AND 4 FEET WEST OF A METAL GUARD RAIL. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0361 *********************************************************************** LC0361 DESIGNATION - RISING 2 LC0361 PID - LC0361 LC0361 STATE/COUNTY- IL/CHAMPAIGN LC0361 USGS QUAD - RISING (1975) LC0361 LC0361 *CURRENT SURVEY CONTROL LC0361 ___________________________________________________________________ LC0361* NAD 83(1997)- 40 09 54.33208(N) 088 18 05.42456(W) ADJUSTED LC0361* NAVD 88 - 255.28 (meters) 837.5 (feet) RESET LC0361 ___________________________________________________________________ LC0361 LAPLACE CORR- -1.24 (seconds) DEFLEC99 LC0361 GEOID HEIGHT- -32.05 (meters) GEOID03 LC0361 LC0361 HORZ ORDER - THIRD LC0361 VERT ORDER - THIRD LC0361 LC0361.The horizontal coordinates were established by classical geodetic methods LC0361.and adjusted by the National Geodetic Survey in October 1999. LC0361.No horizontal observational check was made to the station. LC0361 LC0361.The orthometric height was computed from unverified reset data. LC0361.No vertical observational check was made to the station. LC0361 LC0361.The Laplace correction was computed from DEFLEC99 derived deflections. LC0361 LC0361.The geoid height was determined by GEOID03. LC0361 LC0361; North East Units Scale Factor Converg. LC0361;SPC IL E - 388,331.559 302,711.164 MT 0.99997509 +0 01 13.9 LC0361;UTM 16 - 4,446,893.086 389,170.158 MT 0.99975121 -0 50 22.4 LC0361 LC0361! - Elev Factor x Scale Factor = Combined Factor LC0361!SPC IL E - 0.99996498 x 0.99997509 = 0.99994007 LC0361!UTM 16 - 0.99996498 x 0.99975121 = 0.99971620 LC0361 LC0361: Primary Azimuth Mark Grid Az LC0361:SPC IL E - RISING RM 5 095 30 28.2 LC0361:UTM 16 - RISING RM 5 096 22 04.5 LC0361 LC0361|---------------------------------------------------------------------| LC0361| PID Reference Object Distance Geod. Az | LC0361| dddmmss.s | LC0361| LC0357 RISING RM 5 0953142.1 | LC0361| LC0360 RISING 13.355 METERS 18150 | LC0361| CI8149 RISING RM 6 23.723 METERS 19742 | LC0361| CI8148 RISING RM 4 48.783 METERS 24051 | LC0361| LC1757 RISING TEX ILL GAS PLINE W MST APPROX. 2.7 KM 3302941.1 | LC0361|---------------------------------------------------------------------| LC0361 LC0361 SUPERSEDED SURVEY CONTROL LC0361 LC0361 NAD 83(1997)- 40 09 54.33298(N) 088 18 05.42410(W) AD( ) 3 LC0361 NAD 83(1986)- 40 09 54.34119(N) 088 18 05.42017(W) AD( ) 3 LC0361 NAD 27 - 40 09 54.22567(N) 088 18 05.23343(W) AD( ) 3 LC0361 NGVD 29 (06/09/05) 255.31 (m) 837.6 (f) RESET 3 LC0361 LC0361.Superseded values are not recommended for survey control. LC0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0361.See file dsdata.txt to determine how the superseded data were derived. LC0361 LC0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK8917046893(NAD 83) LC0361_MARKER: DS = TRIANGULATION STATION DISK LC0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0361_STAMPING: RISING 2 1973 LC0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0361+STABILITY: SURFACE MOTION LC0361 LC0361 HISTORY - Date Condition Report By LC0361 HISTORY - 1973 MONUMENTED NGS LC0361 HISTORY - 1973 GOOD NGS LC0361 LC0361 STATION DESCRIPTION LC0361 LC0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN) LC0361'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTHWEST OF CHAMPAIGN, LC0361'ABOUT 2 MILES NORTHEAST OF RISING, ON THE PROPERTY OF MR. JIM LC0361'MATTHEWS, 21 FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO MR. LC0361'MATTHEWS GARAGE, 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF LC0361'MR. JOE MATTHEWS HOME AND 93 FEET NORTHEAST OF THE NORTHWEST LC0361'CORNER OF MR. JOE MATTHEWS HOME. THE MONUMENT IS FLUSH AND LC0361'THE DISK IS STAMPED RISING 2 1973. LC0361' LC0361'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY LC0361'150 AND PROSPECT AVE. AT THE NORTHWEST EDGE OF CHAMPAIGN, GO LC0361'WESTERLY ON HIGHWAY 150 FOR 1.15 MILES TO A CROSSROAD. CONTINUE LC0361'WESTERLY ON THE HIGHWAY FOR 1.55 MILES TO A CROSSROAD. TURN LC0361'RIGHT AND GO NORTHERLY ON PAVED ROAD FOR 1.0 MILE TO A ROAD LC0361'LEFT AND REFERENCE MARK 5 AS DESCRIBED. TURN LEFT AND GO LC0361'WEST ON THE ROAD FOR 0.25 MILE TO THE STATION AS DESCRIBED. LC0361' LC0361'REFERENCE MARK 4 IS 13 FEET SOUTHWEST OF A 4 INCH MAPLE TREE, LC0361'86 FEET WEST OF THE NORTHWEST CORNER OF MR. JOE MATTHEWS LC0361'HOME AND 117 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE LC0361'HOUSE. THE MONUMENT IS FLUSH AND THE DISK IS STAMPED RISING LC0361'1959 NO 4 1972. LC0361' LC0361'REFERENCE MARK 6 IS A STANDARD STATION MARK DISK SET IN AND LC0361'UNDER CONCRETE SIDEWALK ALONG THE NORTH SIDE OF MR. JOE MATTHEWS LC0361'HOME. THE MARK IS ABOUT 1 FOOT BELOW THE LEVEL OF THE SIDEWALK LC0361'AND COVERED BY A SQUARE CONCRETE LID WITH A METAL HANDLE, LC0361'1 FOOT NORTH OF THE NORTH WALL OF HOUSE, 10 FEET WEST OF THE LC0361'NORTHEAST CORNER OF HOUSE, 30 FEET EAST OF THE NORTHWEST LC0361'CORNER AND STAMPED RISING 1959 NO 6 1972. LC0361' LC0361'REFERENCE MARK 5 IS 31 FEET SOUTH OF THE CENTERLINE OF ROAD, LC0361'30 FEET WEST OF THE CENTERLINE OF PAVED ROAD AND 1 FOOT LC0361'WEST OF A METAL WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND LC0361'THE DISK IS STAMPED RISING 1959 NO 5 1972. LC0361' LC0361'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. LC0361 LC0361 STATION RECOVERY (1973) LC0361 LC0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 LC0361'4.5 MI NW FROM CHAMPAIGN. LC0361'1.15 MILES WESTERLY ALONG U.S. HIGHWAY 150 FROM ITS INTERSECTION LC0361'WITH PROSPECT AVE. AT THE NORTHWEST EDGE OF CHAMPAIGN TO A CROSSROAD, LC0361'THENCE WESTERLY ALONG THE HIGHWAY FOR 1.55 MILES TO A CROSSROAD, LC0361'THENCE NORTHERLY ON PAVED ROAD 1.0 MILE TO A ROAD LEFT, THENCE LC0361'WEST ALONG ROAD FOR 0.25 MILE TO MARK, ON THE PROPERTY OF MR. JIM LC0361'MATTHEWS, 21 FEET NORTH OF THE CENTERLINE OF DRIVEWAY TO HIS LC0361'GARAGE, 76 FEET NORTHEAST OF THE NORTHEAST CORNER OF MR. JOE MATTHEWS LC0361'HOME AND 93 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOME, SET LC0361'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0357 *********************************************************************** LC0357 DESIGNATION - RISING RM 5 LC0357 PID - LC0357 LC0357 STATE/COUNTY- IL/CHAMPAIGN LC0357 USGS QUAD - RISING (1975) LC0357 LC0357 *CURRENT SURVEY CONTROL LC0357 ___________________________________________________________________ LC0357* NAD 83(1986)- 40 09 52. (N) 088 17 46. (W) SCALED LC0357* NAVD 88 - 245.57 (meters) 805.7 (feet) RESET LC0357 ___________________________________________________________________ LC0357 GEOID HEIGHT- -32.05 (meters) GEOID03 LC0357 LC0357 VERT ORDER - THIRD LC0357 LC0357.The horizontal coordinates were scaled from a topographic map and have LC0357.an estimated accuracy of +/- 6 seconds. LC0357 LC0357.The orthometric height was computed from unverified reset data. LC0357 LC0357.The geoid height was determined by GEOID03. LC0357 LC0357; North East Units Estimated Accuracy LC0357;SPC IL E - 388,260. 303,170. MT (+/- 180 meters Scaled) LC0357 LC0357 SUPERSEDED SURVEY CONTROL LC0357 LC0357.No superseded survey control is available for this station. LC0357 LC0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK896468(NAD 83) LC0357_MARKER: DR = REFERENCE MARK DISK LC0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0357_STAMPING: RISING 1959 NO 5 1972 LC0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0357+STABILITY: SURFACE MOTION LC0357 LC0357 HISTORY - Date Condition Report By LC0357 HISTORY - 1972 MONUMENTED NGS LC0357 LC0357 STATION DESCRIPTION LC0357 LC0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 LC0357'2 MI ENE FROM RISING. LC0357'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 150 AND LC0357'PROSPECT AVENUE IN THE NORTHWEST EDGE OF CHAMPAIGN. GO WESTERLY LC0357'ON HIGHWAY 150 FOR 1.15 MILES TO A CROSSROAD AT A 4-WAY STOP. LC0357'CONTINUE WESTERLY ON HIGHWAY 150 FOR 1.55 MILES TO A CROSSROAD. LC0357'TURN RIGHT AND GO NORTHERLY ON A PAVED ROAD FOR 1.0 MILE TO A LC0357'SIDE ROAD AND REFERENCE MARK 5 ON THE LEFT. REFERENCE MARK 5 LC0357'IS A STANDARD DISK STAMPED RISING 1959 NO 5 1972, SET IN THE TOP LC0357'OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH LC0357'THE GROUND SURFACE. IT IS 30 FEET WEST OF THE CENTER OF THE LC0357'PAVED ROAD, 30 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD LC0357'AND 1.5 FEET WEST OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0320 *********************************************************************** LC0320 DESIGNATION - SANG RESET LC0320 PID - LC0320 LC0320 STATE/COUNTY- IL/CHAMPAIGN LC0320 USGS QUAD - MAHOMET (1975) LC0320 LC0320 *CURRENT SURVEY CONTROL LC0320 ___________________________________________________________________ LC0320* NAD 83(1997)- 40 13 04.78013(N) 088 27 09.36180(W) ADJUSTED LC0320* NAVD 88 - 241.64 (meters) 792.8 (feet) RESET LC0320 ___________________________________________________________________ LC0320 LAPLACE CORR- -1.59 (seconds) DEFLEC99 LC0320 GEOID HEIGHT- -32.01 (meters) GEOID03 LC0320 LC0320 HORZ ORDER - SECOND LC0320 VERT ORDER - THIRD LC0320 LC0320.The horizontal coordinates were established by classical geodetic methods LC0320.and adjusted by the National Geodetic Survey in October 1999. LC0320 LC0320.The orthometric height was computed from unverified reset data. LC0320 LC0320.The Laplace correction was computed from DEFLEC99 derived deflections. LC0320 LC0320.The geoid height was determined by GEOID03. LC0320 LC0320; North East Units Scale Factor Converg. LC0320;SPC IL E - 394,211.924 289,848.030 MT 0.99997627 -0 04 37.2 LC0320;UTM 16 - 4,452,964.729 376,399.424 MT 0.99978806 -0 56 17.0 LC0320 LC0320! - Elev Factor x Scale Factor = Combined Factor LC0320!SPC IL E - 0.99996712 x 0.99997627 = 0.99994339 LC0320!UTM 16 - 0.99996712 x 0.99978806 = 0.99975518 LC0320 LC0320: Primary Azimuth Mark Grid Az LC0320:SPC IL E - SANG AZ MK 105 52 42.9 LC0320:UTM 16 - SANG AZ MK 106 44 22.7 LC0320 LC0320|---------------------------------------------------------------------| LC0320| PID Reference Object Distance Geod. Az | LC0320| dddmmss.s | LC0320| LC0322 SANG AZ MK 1054805.7 | LC0320| LC0321 SANG RM 1 35.851 METERS 12911 | LC0320| LC0317 SANG RM 3 36.305 METERS 13304 | LC0320| LC0318 SANG RM 2 20.055 METERS 16214 | LC0320| LC0316 SANG RM 4 22.403 METERS 16409 | LC0320| LC1767 SEYMOUR TV STATION WCIA MAST APPROX.12.4 KM 1785808.0 | LC0320|---------------------------------------------------------------------| LC0320 LC0320 SUPERSEDED SURVEY CONTROL LC0320 LC0320 NAD 83(1997)- 40 13 04.78404(N) 088 27 09.36070(W) AD( ) 2 LC0320 NAD 83(1986)- 40 13 04.78607(N) 088 27 09.35937(W) AD( ) 2 LC0320 LC0320.Superseded values are not recommended for survey control. LC0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0320.See file dsdata.txt to determine how the superseded data were derived. LC0320 LC0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7639952965(NAD 83) LC0320_MARKER: DS = TRIANGULATION STATION DISK LC0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0320_STAMPING: SANG 1959 1973 LC0320_MARK LOGO: NGS LC0320_PROJECTION: RECESSED 46 CENTIMETERS LC0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0320+STABILITY: SURFACE MOTION LC0320 LC0320 HISTORY - Date Condition Report By LC0320 HISTORY - 1973 MONUMENTED NGS LC0320 HISTORY - 1973 GOOD NGS LC0320 LC0320 STATION DESCRIPTION LC0320 LC0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 LC0320'3 MI NW FROM MAHOMET. LC0320'1.0 MILE WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH LC0320'STATE HIGHWAY 47 AT THE SOUTHWEST EDGE OF MAHOMET, THENCE LC0320'NORTH ALONG OILED ROAD 1.4 MILE TO A ROAD FORK, THENCE WEST LC0320'ALONG GRAVELED ROAD 1.25 MILES TO THE MARK ON THE RIGHT IN A LC0320'CULTIVATED FIELD, 126 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, LC0320'93 FEET NORTH OF THE CENTERLINE OF ROAD, 106 FEET SOUTH OF THE LC0320'SOUTHWEST CORNER OF A METAL IMPLEMENT SHED AND SET IN THE TOP LC0320'OF A ROUND CONCRETE POST ABOUT 24 INCHES UNDERGROUND. LC0320 LC0320 STATION RECOVERY (1973) LC0320 LC0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) LC0320'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 ALONG LC0320'WITH THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE SURFACE LC0320'STATION MARK WAS FOUND DISTURBED BY FARMING AND A NEW SURFACE LC0320'MARK WAS SET AT A LOWER DEPTH. THE DISTANCE AND DIRECTION TO LC0320'THE REFERENCE MARKS CHECKED. BOTH REFERENCE MARKS WERE LC0320'DESTROYED AT THE REQUEST OF THE PROPERTY OWNER AND REFERENCE LC0320'MARKS 3 AND 4 WERE SET. A NEW DESCRIPTION FOLLOWS-- LC0320' LC0320'THE STATION IS LOCATED ABOUT 3 MILES NORTHEAST OF MANSFIELD, IN LC0320'A CULTIVATED FIELD OWNED BY THE JOHN BIDNER ESTATE AND FARMED LC0320'BY MR. JOHN HENRY BIDNER, 126 FEET WEST OF THE CENTERLINE OF LC0320'A DRIVEWAY, 93 FEET NORTH OF THE CENTERLINE OF ROAD AND 106 LC0320'FEET SOUTH OF THE SOUTHWEST CORNER OF A METAL IMPLEMENT SHED. LC0320'THE MONUMENT IS 24 INCHES UNDERGROUND AND THE DISK IS STAMPED LC0320'SANG 1959 1973. LC0320' LC0320'TO REACH THE STATION FROM THE WEST JUNCTION OF U.S. HIGHWAY LC0320'150 AND STATE HIGHWAY 47 AT THE SOUTHWEST EDGE OF MAHOMET, GO LC0320'WEST ON HIGHWAY 150 FOR 1.0 MILE TO A ROAD RIGHT. TURN RIGHT LC0320'AND GO NORTHERLY ON OILED ROAD FOR 1.4 MILES TO A ROAD FORK. LC0320'TAKE THE LEFT FORK AND GO WEST ON GRAVELED ROAD FOR 0.75 MILE LC0320'TO THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON THE GRAVELED LC0320'ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT. LC0320' LC0320'REFERENCE MARK 3 IS 23 FEET WEST OF THE CENTERLINE OF THE LC0320'DRIVEWAY, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD AND 1 FOOT LC0320'EAST OF A METAL WITNESS POST. THE MONUMENT PROJECTS 2 INCHES LC0320'AND THE DISK IS STAMPED SANG 1959 NO 3 1973. LC0320' LC0320'REFERENCE MARK 4 IS 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, LC0320'90 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY AND 1 FOOT EAST LC0320'OF A METAL WITNESS POST. THE MONUMENT PROJECTS 3 INCHES AND LC0320'THE DISK IS STAMPED SANG 1959 NO 4 1973. LC0320' LC0320'THE AZIMUTH MARK IS 27 FEET SOUTH OF THE CENTERLINE OF THE LC0320'ROAD AND 2 FEET WEST OF A METAL WITNESS POST. THE MONUMENT LC0320'IS FLUSH AND THE DISK IS STAMPED SANG 1959. LC0320' LC0320'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. LC0320' LC0320'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 LC0320'MILES NORTHWEST OF MAHOMET. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0317 *********************************************************************** LC0317 DESIGNATION - SANG RM 3 LC0317 PID - LC0317 LC0317 STATE/COUNTY- IL/CHAMPAIGN LC0317 USGS QUAD - MAHOMET (1975) LC0317 LC0317 *CURRENT SURVEY CONTROL LC0317 ___________________________________________________________________ LC0317* NAD 83(1986)- 40 13 04. (N) 088 27 09. (W) SCALED LC0317* NAVD 88 - 242.48 (meters) 795.5 (feet) RESET LC0317 ___________________________________________________________________ LC0317 GEOID HEIGHT- -32.01 (meters) GEOID03 LC0317 LC0317 VERT ORDER - THIRD LC0317 LC0317.The horizontal coordinates were scaled from a topographic map and have LC0317.an estimated accuracy of +/- 6 seconds. LC0317 LC0317.The orthometric height was computed from unverified reset data. LC0317 LC0317.The geoid height was determined by GEOID03. LC0317 LC0317; North East Units Estimated Accuracy LC0317;SPC IL E - 394,190. 289,860. MT (+/- 180 meters Scaled) LC0317 LC0317 SUPERSEDED SURVEY CONTROL LC0317 LC0317.No superseded survey control is available for this station. LC0317 LC0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK764529(NAD 83) LC0317_MARKER: DR = REFERENCE MARK DISK LC0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0317_STAMPING: SANG 1959 NO 3 1973 LC0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0317+STABILITY: SURFACE MOTION LC0317 LC0317 HISTORY - Date Condition Report By LC0317 HISTORY - 1973 MONUMENTED NGS LC0317 LC0317 STATION DESCRIPTION LC0317 LC0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 LC0317'3 MI NW FROM MAHOMET. LC0317'1.0 MILE WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH LC0317'STATE HIGHWAY 47 AT THE SOUTHWEST EDGE OF MAHOMET, THENCE LC0317'NORTHERLY ALONG OILED ROAD FOR 1.4 MILES TO A ROAD FORK, THENCE LC0317'WEST ALONG A GRAVELED ROAD FOR 1.25 MILES TO THE MARK ON THE LC0317'RIGHT, 23 FEET WEST OF THE CENTERLINE OF A DRIVEWAY, 24 FEET LC0317'NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT EAST OF A METAL LC0317'WITNESS POST AND SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING LC0317'ABOUT 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0316 *********************************************************************** LC0316 DESIGNATION - SANG RM 4 LC0316 PID - LC0316 LC0316 STATE/COUNTY- IL/CHAMPAIGN LC0316 USGS QUAD - MAHOMET (1975) LC0316 LC0316 *CURRENT SURVEY CONTROL LC0316 ___________________________________________________________________ LC0316* NAD 83(1986)- 40 13 04. (N) 088 27 09. (W) SCALED LC0316* NAVD 88 - 242.28 (meters) 794.9 (feet) RESET LC0316 ___________________________________________________________________ LC0316 GEOID HEIGHT- -32.01 (meters) GEOID03 LC0316 LC0316 VERT ORDER - THIRD LC0316 LC0316.The horizontal coordinates were scaled from a topographic map and have LC0316.an estimated accuracy of +/- 6 seconds. LC0316 LC0316.The orthometric height was computed from unverified reset data. LC0316 LC0316.The geoid height was determined by GEOID03. LC0316 LC0316; North East Units Estimated Accuracy LC0316;SPC IL E - 394,190. 289,860. MT (+/- 180 meters Scaled) LC0316 LC0316 SUPERSEDED SURVEY CONTROL LC0316 LC0316.No superseded survey control is available for this station. LC0316 LC0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK764529(NAD 83) LC0316_MARKER: DB = BENCH MARK DISK LC0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0316_STAMPING: SANG 1959 NO 4 1973 LC0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0316+STABILITY: SURFACE MOTION LC0316 LC0316 HISTORY - Date Condition Report By LC0316 HISTORY - 1973 MONUMENTED NGS LC0316 LC0316 STATION DESCRIPTION LC0316 LC0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 LC0316'3 MI NW FROM MAHOMET. LC0316'1.0 MILE WEST ALONG U.S. HIGHWAY 150 FROM ITS JUNCTION WITH LC0316'STATE HIGHWAY 47 AT THE SOUTHWEST EDGE OF MAHOMET, THENCE NORTHERLY LC0316'ALONG OILED ROAD 1.4 MILES TO A ROAD FORK, THENCE WEST ALONG LC0316'GRAVELED ROAD 1.25 MILES TO THE MARK ON THE RIGHT, 25 FEET LC0316'NORTH OF THE CENTERLINE OF THE ROAD, 90 FEET WEST OF THE CENTERLINE LC0316'OF A DRIVEWAY., 1 FOOT EAST OF A METAL WITNESS POST AND SET LC0316'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0251 *********************************************************************** LC0251 DESIGNATION - THOMAS RESET LC0251 PID - LC0251 LC0251 STATE/COUNTY- IL/CHAMPAIGN LC0251 USGS QUAD - THOMASBORO (1975) LC0251 LC0251 *CURRENT SURVEY CONTROL LC0251 ___________________________________________________________________ LC0251* NAD 83(1997)- 40 14 19.73028(N) 088 12 16.99813(W) ADJUSTED LC0251* NAVD 88 - 223.25 (meters) 732.4 (feet) RESET LC0251 ___________________________________________________________________ LC0251 LAPLACE CORR- -1.48 (seconds) DEFLEC99 LC0251 GEOID HEIGHT- -32.20 (meters) GEOID03 LC0251 LC0251 HORZ ORDER - SECOND LC0251 VERT ORDER - THIRD LC0251 LC0251.The horizontal coordinates were established by classical geodetic methods LC0251.and adjusted by the National Geodetic Survey in October 1999. LC0251 LC0251.The orthometric height was computed from unverified reset data. LC0251 LC0251.The Laplace correction was computed from DEFLEC99 derived deflections. LC0251 LC0251.The geoid height was determined by GEOID03. LC0251 LC0251; North East Units Scale Factor Converg. LC0251;SPC IL E - 396,524.754 310,944.016 MT 0.99997647 +0 04 59.1 LC0251;UTM 16 - 4,454,959.783 397,523.189 MT 0.99972927 -0 46 41.8 LC0251 LC0251! - Elev Factor x Scale Factor = Combined Factor LC0251!SPC IL E - 0.99997003 x 0.99997647 = 0.99994650 LC0251!UTM 16 - 0.99997003 x 0.99972927 = 0.99969931 LC0251 LC0251: Primary Azimuth Mark Grid Az LC0251:SPC IL E - THOMAS AZ MK 089 52 00.4 LC0251:UTM 16 - THOMAS AZ MK 090 43 41.3 LC0251 LC0251|---------------------------------------------------------------------| LC0251| PID Reference Object Distance Geod. Az | LC0251| dddmmss.s | LC0251| LC1731 RNG RANTOUL RADIO RAN APPROX. 2.0 KM 0222029.3 | LC0251| LC1728 RANTOUL MUNICIPAL STANDPIPE APPROX. 9.0 KM 0250137.5 | LC0251| LC1730 RANTOUL CHANUTE AFB S TK OF 2 APPROX. 8.1 KM 0290637.4 | LC0251| LC1726 RANTOUL CHANUTE AFB SE TANK APPROX. 8.7 KM 0524031.4 | LC0251| CI8727 THOMAS AZ MK 0895659.5 | LC0251| LC0252 THOMAS RM 3 18.110 METERS 17722 | LC0251| LC0254 THOMAS RM 1 18.130 METERS 17724 | LC0251| LC0249 THOMAS RM 2 14.577 METERS 26847 | LC0251| LC0253 THOMAS RM 4 14.592 METERS 26851 | LC0251|---------------------------------------------------------------------| LC0251 LC0251 SUPERSEDED SURVEY CONTROL LC0251 LC0251 NAD 83(1997)- 40 14 19.73047(N) 088 12 16.99794(W) AD( ) 2 LC0251 NAD 83(1986)- 40 14 19.73883(N) 088 12 16.99500(W) AD( ) 2 LC0251 NGVD 29 (07/19/86) 223.28 (m) 732.5 (f) LEVELING 3 LC0251 LC0251.Superseded values are not recommended for survey control. LC0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0251.See file dsdata.txt to determine how the superseded data were derived. LC0251 LC0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK9752354960(NAD 83) LC0251_MARKER: DS = TRIANGULATION STATION DISK LC0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0251_STAMPING: THOMAS 1959 1970 LC0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0251+STABILITY: SURFACE MOTION LC0251 LC0251 HISTORY - Date Condition Report By LC0251 HISTORY - 1970 MONUMENTED NGS LC0251 HISTORY - 1970 GOOD NGS LC0251 HISTORY - 1973 GOOD USE LC0251 HISTORY - 1973 GOOD NGS LC0251 HISTORY - 1979 GOOD NGS LC0251 LC0251 STATION DESCRIPTION LC0251 LC0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LC0251'1 MI W FROM THOMASBORO. LC0251'1.2 MILES WEST ALONG PAVED ROAD FROM THE THOMASBORO MOTEL ON U.S. LC0251'HIGHWAY 45 AT THE SOUTHEAST EDGE OF THOMASBORO, 1 FOOT SOUTHWEST LC0251'OF A METAL WITNESS POST, 3 FEET SOUTH OF A METAL WITNESS POST, LC0251'29 FEET NORTH OF CENTERLINE OF ROAD, 410 FEET EAST OF THE LC0251'CENTERLINE OF A DRIVE NORTH, SET IN THE TOP OF A ROUND CONCRETE LC0251'POST WHICH PROJECTS 3 INCHES. LC0251 LC0251 STATION RECOVERY (1970) LC0251 LC0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) LC0251'THE UNDERGROUND STATION MARK, AND REFERENCE MARK 2 WERE FOUND LC0251'IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND WITH THE TOP LC0251'PORTION SHEARED OFF AND THE DISK GONE. THE SURFACE STATION LC0251'MARK WAS FOUND WITH THE TOP SHEARED OFF AND THE DISK GONE. LC0251'A NEW SURFACE STATION MARK, REFERENCE MARK 3 AND AN AZIMUTH LC0251'MARK WERE SET. THE DISTANCE AND DIRECTION TO REFERENCE MARK LC0251'2 CHECKED AS DID THE DIRECTION TO THE TANKS. A NEW DESCRIPTION LC0251'FOLLOWS-- LC0251' LC0251'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY ABOUT 5 MILES LC0251'SOUTHWEST OF RANTOUL, 1 FOOT SOUTHWEST OF A METAL WITNESS LC0251'POST, 3 FEET SOUTH OF A METAL WITNESS POST, 29 FEET NORTH LC0251'OF THE CENTERLINE OF ROAD AND 410 FEET EAST OF THE CENTERLINE LC0251'OF A DRIVEWAY NORTH. THE MONUMENT PROJECTS 3 INCHES AND THE LC0251'DISK IS STAMPED THOMAS 1959 1970. LC0251' LC0251'TO REACH THE STATION FROM THE THOMASBORO MOTEL ON U.S. HIGHWAY LC0251'45 AT THE SOUTHEAST EDGE OF THOMASBORO, GO WEST ON PAVED ROAD LC0251'FOR 0.8 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 57 AND LC0251'THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST FOR 0.4 MILE LC0251'TO THE STATION ON THE RIGHT. LC0251' LC0251'REFERENCE MARK 2 IS 28 FEET NORTH OF THE CENTERLINE OF THE LC0251'ROAD, 31 FEET NORTHWEST OF ILL. STATE HIGHWAY STATION NO. LC0251'8 + 00.00 AND 88 FEET NORTHEAST OF A POWER POLE. THE MONUMENT LC0251'IS FLUSH AND THE DISK IS STAMPED THOMAS NO 2 1959. LC0251' LC0251'REFERENCE MARK 3 IS 1 FOOT WEST OF A METAL WITNESS POST, LC0251'115 FEET EAST OF THE POWER POLE AND 30 FEET SOUTH OF THE LC0251'CENTERLINE OF THE ROAD. THE MONUMENT PROJECTS 2 INCHES AND LC0251'THE DISK IS STAMPED THOMAS 1959 NO 3 1970. LC0251' LC0251'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN LC0251'THE TOP AND BOTTOM CONCRETE STEP OF THE SOUTHWEST ABUTTMENT LC0251'OF THE OVERPASS, 18 FEET SOUTH OF THE CENTERLINE OF THE LC0251'ROAD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE ROAD. THE DISK LC0251'IS STAMPED THOMAS 1959 1970. LC0251' LC0251'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. LC0251' LC0251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 LC0251'MILE WEST OF THOMASBORO LC0251 LC0251 STATION RECOVERY (1973) LC0251 LC0251'RECOVERY NOTE BY US ENGINEERS 1973 LC0251'STATION AND R.M. 3 FOUND IN GOOD CONDITION. R.M. 2 HAS BEEN LC0251'DISTURBED. LC0251 LC0251 STATION RECOVERY (1973) LC0251 LC0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) LC0251'THE STATION MARK, 1970 AZIMUTH MARK AND REFERENCE MARK 3 WERE LC0251'FOUND IN GOOD CONDITION. REFERENCE MARK 2 WAS FOUND TO HAVE LC0251'BEEN HIT AND THE DISK GONE. REFERENCE MARK 4 WAS SET USING LC0251'THE SAME POST. THE DISTANCE AND DIRECTION TO REFERENCE MARK LC0251'3 CHECKED. A COMPLETE DESCRIPTION FOLLOWS-- LC0251' LC0251'THE STATION IS LOCATED ON ROAD-RIGHT-OF-WAY ABOUT 5 MILES LC0251'SOUTHWEST OF RANTOUL, 1 FOOT SOUTHWEST OF A METAL WITNESS LC0251'POST, 3 FEET NORTH OF A METAL WITNESS POST, 29 FEET NORTH LC0251'OF THE CENTERLINE OF ROAD, AND 410 FEET EAST OF THE CENTERLINE LC0251'OF A DRIVEWAY NORTH. THE MONUMENT PROJECTS 3 INCHES LC0251'AND THE DISK IS STAMPED THOMAS 1959 1970. LC0251' LC0251'TO REACH THE STATION FROM THE THOMASBORO MOTEL ON U.S. HIGHWAY LC0251'45 AT THE SOUTHEAST EDGE OF THOMASBORO, GO WEST ON PAVED ROAD LC0251'FOR 0.8 MILE TO THE OVERPASS OF INTERSTATE HIGHWAY 57 AND LC0251'THE AZIMUTH MARK ON THE LEFT. CONTINUE WEST ON THE ROAD FOR LC0251'0.4 MILE TO THE STATION ON THE RIGHT. LC0251' LC0251'REFERENCE MARK 3 IS 1 FOOT WEST OF A METAL WITNESS POST, 115 LC0251'EAST OF POWER POLE AND 30 FEET SOUTH OF THE CENTERLINE OF THE LC0251'ROAD. THE MONUMENT PROJECTS 2 INCHES AND THE DISK IS STAMPED LC0251'THOMAS 1959 NO 3 1970. LC0251' LC0251'REFERENCE MARK 4 IS 28 FEET NORTH OF THE CENTERLINE OF THE LC0251'ROAD, 88 FEET NORTHEAST OF POWER POLE AND 362 FEET EAST OF LC0251'THE CENTERLINE OF THE DRIVEWAY. THE MONUMENT IS FLUSH AND LC0251'THE DISK IS STAMPED THOMAS 1959 NO 4 1973. LC0251' LC0251'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE IN LC0251'THE TOP OF AND BOTTOM CONCRETE STEP OF THE SOUTHWEST ABUTTMENT LC0251'OF THE OVERPASS, 18 FEET SOUTH OF THE CENTERLINE OF THE ROAD LC0251'AND ABOUT 3 FEET ABOVE THE LEVEL OF SAME. THE DISK IS STAMPED LC0251'THOMAS 1959 1970. LC0251' LC0251'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. LC0251' LC0251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE LC0251'WEST OF THOMASBORO LC0251 LC0251 STATION RECOVERY (1979) LC0251 LC0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) LC0251'STATION MARK, RM 3, 4 AND THE 1970 AZIMUTH MARK FOUND IN GOOD LC0251'CONDITION, HOWEVER THE AZIMUTH MARK IS OBSTRUCTED BY A GROWTH OF LC0251'TREES AT THE W EDGE OF BRIDGE. NO OBJECTS WERE VISIBLE TO SET NEW LC0251'AZIMUTH MARK. WHEN WEATHER PERMITS A POLARIS OBSERVATION MAY BE TAKEN LC0251'AND A NEW MARK SET. REFERENCE MARK 3 WAS FOUND TO BE SHORTER BY 0.07 LC0251'FOOT. THERE WAS NO AVAILABLE DATA ON RM 4 AT THIS TIME. LC0251' LC0251'THE 1970 TO REACH IS ADEQUATE TO REACH STATION, BUT SHOULD READ TO LC0251'REACH STATION FROM JUNCTION OF U.S. HIGHWAY 45 AND CENTRAL AVENUE AT LC0251'THE THOMAS MOTEL, GO W ON CENTRAL AVENUE FOR 0.8 MILE TO OVERPASS OF LC0251'INTERSTATE HIGHWAY 57 AND AZIMUTH MARK AS DESCRIBED. LC0251' LC0251'RM 4 IS 89 FT NE OF A POWER LINE POLE, 48 FT W OF A METAL WITNESS LC0251'POST AND 27 FT N OF CENTERLINE OF ROAD. THE MARK IS FLUSH AND THE LC0251'DISK IS STAMPED THOMAS 1959 NO 4 1979. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3476 *********************************************************************** AI3476 DESIGNATION - V 204 RESET AI3476 PID - AI3476 AI3476 STATE/COUNTY- IL/CHAMPAIGN AI3476 USGS QUAD - RISING (1975) AI3476 AI3476 *CURRENT SURVEY CONTROL AI3476 ___________________________________________________________________ AI3476* NAD 83(1986)- 40 09 03. (N) 088 17 45. (W) SCALED AI3476* NAVD 88 - 244.28 (meters) 801.4 (feet) RESET AI3476 ___________________________________________________________________ AI3476 GEOID HEIGHT- -32.04 (meters) GEOID03 AI3476 AI3476 VERT ORDER - THIRD AI3476 AI3476.The horizontal coordinates were scaled from a topographic map and have AI3476.an estimated accuracy of +/- 6 seconds. AI3476 AI3476.The orthometric height was computed from unverified reset data. AI3476.No vertical observational check was made to the station. AI3476 AI3476.The geoid height was determined by GEOID03. AI3476 AI3476; North East Units Estimated Accuracy AI3476;SPC IL E - 386,750. 303,200. MT (+/- 180 meters Scaled) AI3476 AI3476 SUPERSEDED SURVEY CONTROL AI3476 AI3476.No superseded survey control is available for this station. AI3476 AI3476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK896453(NAD 83) AI3476_MARKER: DV = VERTICAL CONTROL DISK AI3476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3476_STAMPING: V 204 RESET 1998 AI3476_MARK LOGO: NGS AI3476_MAGNETIC: N = NO MAGNETIC MATERIAL AI3476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3476+STABILITY: SURFACE MOTION AI3476 AI3476 HISTORY - Date Condition Report By AI3476 HISTORY - 1998 MONUMENTED NGS AI3476 AI3476 STATION DESCRIPTION AI3476 AI3476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB) AI3476'TO REACH FROM THE INTERSECTION OF US ROUTE 150 AND MATTIS AVENUE IN AI3476'THE NORTHWEST PART OF CHAMPAIGN, GO NORTHWEST ON ROUTE 150 FOR 1.35 AI3476'MILE (2.17 KM) TO DUNCAN ROAD AND THE STATION ON THE LEFT, 49.4 AI3476'SOUTH-SOUTHWEST OF THE CENTERLINE INTERSECTION OF ROUTE 150 AND DUNCAN AI3476'ROAD, 6.7 M (22.0 FT) WEST OF THE CENTER OF DUNCAN ROAD, 26.0 M (85.3 AI3476'FT) NORTH OF A POWER POLE, AND 0.3 M (1.0 FT) EAST OF A FIBERGLASS AI3476'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7254 *********************************************************************** AB7254 DESIGNATION - V 301 RESET AB7254 PID - AB7254 AB7254 STATE/COUNTY- IL/CHAMPAIGN AB7254 USGS QUAD - RISING (1975) AB7254 AB7254 *CURRENT SURVEY CONTROL AB7254 ___________________________________________________________________ AB7254* NAD 83(1986)- 40 08 25. (N) 088 16 37. (W) SCALED AB7254* NAVD 88 - 238.01 (meters) 780.9 (feet) RESET AB7254 ___________________________________________________________________ AB7254 GEOID HEIGHT- -32.05 (meters) GEOID03 AB7254 AB7254 VERT ORDER - THIRD AB7254 AB7254.The horizontal coordinates were scaled from a topographic map and have AB7254.an estimated accuracy of +/- 6 seconds. AB7254 AB7254.The orthometric height was computed from unverified reset data. AB7254 AB7254.The geoid height was determined by GEOID03. AB7254 AB7254; North East Units Estimated Accuracy AB7254;SPC IL E - 385,580. 304,810. MT (+/- 180 meters Scaled) AB7254 AB7254 SUPERSEDED SURVEY CONTROL AB7254 AB7254.No superseded survey control is available for this station. AB7254 AB7254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK912441(NAD 83) AB7254_MARKER: DV = VERTICAL CONTROL DISK AB7254_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB7254_SP_SET: BRIDGE PARAPET WALL AB7254_STAMPING: V 301 RESET 1992 AB7254_MARK LOGO: NGS AB7254_MAGNETIC: N = NO MAGNETIC MATERIAL AB7254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7254+SATELLITE: SATELLITE OBSERVATIONS - 1992 AB7254 AB7254 HISTORY - Date Condition Report By AB7254 HISTORY - 1992 MONUMENTED NGS AB7254 AB7254 STATION DESCRIPTION AB7254 AB7254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RKB) AB7254'STATION IS LOCATED IN THE NORTH PART OF CHAMPAIGN, ALONG MATTIS AVENUE AB7254'AT THE OVERPASS OF INTERSTATE HIGHWAY 74, SET IN THE TOP OF SOUTH END AB7254'OF THE WEST CONCRETE PARAPET WALL, 2.5 M (8.2 FT) NORTH OF THE SOUTH AB7254'END, 4.5 M (14.8 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF AB7254'MATTIS AVENUE, AND ABOUT 1.0 M (3.3 FT) ABOVE THE ROAD ELEVATION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3477 *********************************************************************** AI3477 DESIGNATION - W 301 RESET AI3477 PID - AI3477 AI3477 STATE/COUNTY- IL/CHAMPAIGN AI3477 USGS QUAD - RISING (1975) AI3477 AI3477 *CURRENT SURVEY CONTROL AI3477 ___________________________________________________________________ AI3477* NAD 83(1986)- 40 09 37. (N) 088 18 52. (W) SCALED AI3477* NAVD 88 - 235.91 (meters) 774.0 (feet) RESET AI3477 ___________________________________________________________________ AI3477 GEOID HEIGHT- -32.04 (meters) GEOID03 AI3477 AI3477 VERT ORDER - THIRD AI3477 AI3477.The horizontal coordinates were scaled from a topographic map and have AI3477.an estimated accuracy of +/- 6 seconds. AI3477 AI3477.The orthometric height was computed from unverified reset data. AI3477.No vertical observational check was made to the station. AI3477 AI3477.The geoid height was determined by GEOID03. AI3477 AI3477; North East Units Estimated Accuracy AI3477;SPC IL E - 387,800. 301,610. MT (+/- 180 meters Scaled) AI3477 AI3477 SUPERSEDED SURVEY CONTROL AI3477 AI3477.No superseded survey control is available for this station. AI3477 AI3477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK880463(NAD 83) AI3477_MARKER: DV = VERTICAL CONTROL DISK AI3477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3477_STAMPING: W 301 RESET 1998 AI3477_MARK LOGO: NGS AI3477_MAGNETIC: N = NO MAGNETIC MATERIAL AI3477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3477+STABILITY: SURFACE MOTION AI3477 AI3477 HISTORY - Date Condition Report By AI3477 HISTORY - 1998 MONUMENTED NGS AI3477 AI3477 STATION DESCRIPTION AI3477 AI3477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB) AI3477'TO REACH FROM THE INTERSECTION OF US ROUTE 150 AND MATTIS AVENUE IN AI3477'THE NORTHWEST PART OF CHAMPAIGN, GO NORTHWEST ON ROUTE 150 FOR 2.55 AI3477'MILES (4.10 KM) TO STALEY ROAD OPPOSITE GRANDVIEW MEMORIAL GARDENS. AI3477'TURN LEFT, SOUTH, FOR APPROXIMATELY 0.1 MILE (0.2 KM) ON STALEY ROAD AI3477'TO THE STATION ON THE LEFT, 11.0 M (36.1 FT) EAST OF THE CENTER OF AI3477'STALEY ROAD, 17.0 M (55.8 FT) NORTH OF THE EXTENDED CENTERLINE OF AI3477'DRIVEWAY TO COLWELL SYSTEMS WEST PLANT, 28.7 M (94.2 FT) SOUTHEAST OF AI3477'A POWER POLE, AND 0.3 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3478 *********************************************************************** AI3478 DESIGNATION - X 301 RESET AI3478 PID - AI3478 AI3478 STATE/COUNTY- IL/CHAMPAIGN AI3478 USGS QUAD - RISING (1975) AI3478 AI3478 *CURRENT SURVEY CONTROL AI3478 ___________________________________________________________________ AI3478* NAD 83(1986)- 40 10 10. (N) 088 20 02. (W) SCALED AI3478* NAVD 88 - 229.19 (meters) 751.9 (feet) RESET AI3478 ___________________________________________________________________ AI3478 GEOID HEIGHT- -32.04 (meters) GEOID03 AI3478 AI3478 VERT ORDER - THIRD AI3478 AI3478.The horizontal coordinates were scaled from a topographic map and have AI3478.an estimated accuracy of +/- 6 seconds. AI3478 AI3478.The orthometric height was computed from unverified reset data. AI3478.No vertical observational check was made to the station. AI3478 AI3478.The geoid height was determined by GEOID03. AI3478 AI3478; North East Units Estimated Accuracy AI3478;SPC IL E - 388,810. 299,950. MT (+/- 180 meters Scaled) AI3478 AI3478 SUPERSEDED SURVEY CONTROL AI3478 AI3478.No superseded survey control is available for this station. AI3478 AI3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK864474(NAD 83) AI3478_MARKER: DV = VERTICAL CONTROL DISK AI3478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3478_STAMPING: X 301 RESET 1999 AI3478_MARK LOGO: NGS AI3478_MAGNETIC: N = NO MAGNETIC MATERIAL AI3478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3478+STABILITY: SURFACE MOTION AI3478 AI3478 HISTORY - Date Condition Report By AI3478 HISTORY - 1999 MONUMENTED NGS AI3478 AI3478 STATION DESCRIPTION AI3478 AI3478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RKB) AI3478'TO REACH FROM THE INTERSECTION OF US ROUTE 150 AND MATTIS AVENUE IN AI3478'THE NORTHWEST PART OF CHAMPAIGN, GO NORTHWEST ON ROUTE 150 FOR 3.8 AI3478'MILES (6.1 KM) TO RISING ROAD AND THE STATION ON THE LEFT, 12.0 M AI3478'(39.4 FT) SOUTH OF THE CENTERLINE OF ROUTE 150, 24.7 M (81.0 FT) WEST AI3478'OF THE APPROXIMATE CENTER OF RISING ROAD, 14.6 M (47.9 FT) NORTHWEST AI3478'OF A POWER POLE, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS AI3478'POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1617 *********************************************************************** LC1617 DESIGNATION - Y 172 RESET 1976 LC1617 PID - LC1617 LC1617 STATE/COUNTY- IL/CHAMPAIGN LC1617 USGS QUAD - URBANA (1975) LC1617 LC1617 *CURRENT SURVEY CONTROL LC1617 ___________________________________________________________________ LC1617* NAD 83(1986)- 40 06 28. (N) 088 14 00. (W) SCALED LC1617* NAVD 88 - 223.76 (+/-2cm) 734.1 (feet) VERTCON LC1617 ___________________________________________________________________ LC1617 GEOID HEIGHT- -32.04 (meters) GEOID03 LC1617 LC1617 VERT ORDER - THIRD (See Below) LC1617 LC1617.The horizontal coordinates were scaled from a topographic map and have LC1617.an estimated accuracy of +/- 6 seconds. LC1617 LC1617.The NAVD 88 height was computed by applying the VERTCON shift value to LC1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LC1617.The vertical order pertains to the NGVD 29 superseded value. LC1617 LC1617.The geoid height was determined by GEOID03. LC1617 LC1617; North East Units Estimated Accuracy LC1617;SPC IL E - 381,970. 308,530. MT (+/- 180 meters Scaled) LC1617 LC1617 SUPERSEDED SURVEY CONTROL LC1617 LC1617 NGVD 29 (06/09/05) 223.80 (m) 734.3 (f) RESET 3 LC1617 LC1617.Superseded values are not recommended for survey control. LC1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1617.See file dsdata.txt to determine how the superseded data were derived. LC1617 LC1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK948404(NAD 83) LC1617_MARKER: DB = BENCH MARK DISK LC1617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. LC1617_SP_SET: CURB LC1617_STAMPING: Y 172 RESET 1976 LC1617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC1617 LC1617 HISTORY - Date Condition Report By LC1617 HISTORY - 1976 MONUMENTED NGS LC1617 LC1617 STATION DESCRIPTION LC1617 LC1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 LC1617'IN CHAMPAIGN. LC1617'AT THE UNIVERSITY OF ILLINOIS, IN THE NORTHWEST ANGLE OF INTERSECTION LC1617'OF SOUTH FOURTH STREET AND EAST DANIEL STREETS, IN THE NORTH CURBING LC1617'OF EAST DANIEL STREET, AT THE ENTRANCE TO THE UNIVERSITY BAPTIST LC1617'CHURCH, 50 FEET WEST OF THE ENTRANCE OF SOUTH FOURTH STREET, 19 FEET LC1617'NORTH OF THE CENTERLINE OF EAST DANIEL STREET. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0264 *********************************************************************** LC0264 DESIGNATION - Y 200 RESET 1961 LC0264 PID - LC0264 LC0264 STATE/COUNTY- IL/CHAMPAIGN LC0264 USGS QUAD - RANTOUL (1984) LC0264 LC0264 *CURRENT SURVEY CONTROL LC0264 ___________________________________________________________________ LC0264* NAD 83(1986)- 40 16 04. (N) 088 10 41. (W) SCALED LC0264* NAVD 88 - 223.97 (meters) 734.8 (feet) RESET LC0264 ___________________________________________________________________ LC0264 GEOID HEIGHT- -32.24 (meters) GEOID03 LC0264 LC0264 VERT ORDER - THIRD LC0264 LC0264.The horizontal coordinates were scaled from a topographic map and have LC0264.an estimated accuracy of +/- 6 seconds. LC0264 LC0264.The orthometric height was computed from unverified reset data. LC0264.No vertical observational check was made to the station. LC0264 LC0264.The geoid height was determined by GEOID03. LC0264 LC0264; North East Units Estimated Accuracy LC0264;SPC IL E - 399,740. 313,210. MT (+/- 180 meters Scaled) LC0264 LC0264 SUPERSEDED SURVEY CONTROL LC0264 LC0264 NGVD 29 (??/??/??) 224.02 (m) 735.0 (f) RESET 3 LC0264 LC0264.Superseded values are not recommended for survey control. LC0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0264.See file dsdata.txt to determine how the superseded data were derived. LC0264 LC0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK998581(NAD 83) LC0264_MARKER: DB = BENCH MARK DISK LC0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0264_STAMPING: Y 200 1959 RESET 1961 LC0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0264+STABILITY: SURFACE MOTION LC0264 LC0264 HISTORY - Date Condition Report By LC0264 HISTORY - 1961 MONUMENTED CGS LC0264 LC0264 STATION DESCRIPTION LC0264 LC0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0264'2 MI N FROM THOMASBORO. LC0264'ABOUT 0.25 MILES EAST ALONG A STREET FROM THE POST OFFICE IN LC0264'THOMASBORO, THENCE 1.65 MILES NORTH ALONG U.S. HIGHWAY 45, THENCE LC0264'0.10 MILES WEST ALONG AN OILED ROAD, AT THE ENTRANCE TO A U.S. LC0264'D.A. GRAIN STORAGE BIN SITE, 24 FEET SOUTH OF THE CENTER LINE LC0264'OF THE ROAD, 0.5 FEET NORTH OF THE FENCE, 137 FEET WEST OF THE LC0264'CENTER LINE OF THE ENTRANCE TO GRAIN STORAGE BINS, 3 FEET EAST LC0264'OF A POWER POLE WITH A TRANSFORMER, 1.5 FEET EAST OF A METAL LC0264'WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE LC0264'TOP OF A CONCRETE POST PROJECTING 1 INCH. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3479 *********************************************************************** AI3479 DESIGNATION - Y 301 RESET AI3479 PID - AI3479 AI3479 STATE/COUNTY- IL/CHAMPAIGN AI3479 USGS QUAD - RISING (1975) AI3479 AI3479 *CURRENT SURVEY CONTROL AI3479 ___________________________________________________________________ AI3479* NAD 83(1986)- 40 10 26. (N) 088 20 35. (W) SCALED AI3479* NAVD 88 - 232.69 (meters) 763.4 (feet) RESET AI3479 ___________________________________________________________________ AI3479 GEOID HEIGHT- -32.04 (meters) GEOID03 AI3479 AI3479 VERT ORDER - THIRD AI3479 AI3479.The horizontal coordinates were scaled from a topographic map and have AI3479.an estimated accuracy of +/- 6 seconds. AI3479 AI3479.The orthometric height was computed from unverified reset data. AI3479.No vertical observational check was made to the station. AI3479 AI3479.The geoid height was determined by GEOID03. AI3479 AI3479; North East Units Estimated Accuracy AI3479;SPC IL E - 389,310. 299,170. MT (+/- 180 meters Scaled) AI3479 AI3479 SUPERSEDED SURVEY CONTROL AI3479 AI3479.No superseded survey control is available for this station. AI3479 AI3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK856479(NAD 83) AI3479_MARKER: DV = VERTICAL CONTROL DISK AI3479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3479_STAMPING: Y 301 RESET 1998 AI3479_MARK LOGO: NGS AI3479_MAGNETIC: N = NO MAGNETIC MATERIAL AI3479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3479+STABILITY: SURFACE MOTION AI3479 AI3479 HISTORY - Date Condition Report By AI3479 HISTORY - 1998 MONUMENTED NGS AI3479 AI3479 STATION DESCRIPTION AI3479 AI3479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB) AI3479'TO REACH FROM THE STATE ROUTE 47 UNDERPASS OF I-74 AT MAHOMET, GO AI3479'SOUTH ON ROUTE 47 FOR 0.5 MILE (0.8 KM) TO THE INTERSECTION WITH US AI3479'ROUTE 150. TURN LEFT, EAST, ON ROUTE 150 FOR 3.35 MILES (5.39 KM) TO AI3479'THE STATION ON THE RIGHT, 17.7 M (58.1 FT) SOUTH OF THE CENTERLINE OF AI3479'ROUTE 150, 38.7 M (127.0 FT) WEST OF APPROXIMATE CENTER OF FIELD AI3479'ENTRANCE, 34.1 M (111.9 FT) EAST OF A POWER POLE, 2.6 M (8.5 FT) SOUTH AI3479'OF A CONCRETE RIGHT-OF-WAY MARKER, 0.6 M (2.0 FT) NORTHEAST OF A AI3479'CONCRETE RIGHT-OF-WAY MARKER, AND 0.3 M (1.0 FT) NORTH OF A FIBERGLASS AI3479'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3481 *********************************************************************** AI3481 DESIGNATION - Z 301 RESET AI3481 PID - AI3481 AI3481 STATE/COUNTY- IL/CHAMPAIGN AI3481 USGS QUAD - MAHOMET (1975) AI3481 AI3481 *CURRENT SURVEY CONTROL AI3481 ___________________________________________________________________ AI3481* NAD 83(1986)- 40 11 13. (N) 088 23 04. (W) SCALED AI3481* NAVD 88 - 225.50 (meters) 739.8 (feet) RESET AI3481 ___________________________________________________________________ AI3481 GEOID HEIGHT- -32.03 (meters) GEOID03 AI3481 AI3481 VERT ORDER - THIRD AI3481 AI3481.The horizontal coordinates were scaled from a topographic map and have AI3481.an estimated accuracy of +/- 6 seconds. AI3481 AI3481.The orthometric height was computed from unverified reset data. AI3481.No vertical observational check was made to the station. AI3481 AI3481.The geoid height was determined by GEOID03. AI3481 AI3481; North East Units Estimated Accuracy AI3481;SPC IL E - 390,760. 295,650. MT (+/- 180 meters Scaled) AI3481 AI3481 SUPERSEDED SURVEY CONTROL AI3481 AI3481.No superseded survey control is available for this station. AI3481 AI3481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK821494(NAD 83) AI3481_MARKER: DV = VERTICAL CONTROL DISK AI3481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI3481_STAMPING: Z 301 RESET 1998 AI3481_MARK LOGO: NGS AI3481_MAGNETIC: N = NO MAGNETIC MATERIAL AI3481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI3481+STABILITY: SURFACE MOTION AI3481 AI3481 HISTORY - Date Condition Report By AI3481 HISTORY - 1998 MONUMENTED NGS AI3481 AI3481 STATION DESCRIPTION AI3481 AI3481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RKB) AI3481'TO REACH FROM THE STATE ROUTE 47 UNDERPASS OF A I-74 AT MAHOMET, GO AI3481'SOUTH ON ROUTE 47 FOR 0.5 MILE (0.8 KM) TO THE INTERSECTION WITH US AI3481'ROUTE 150. TURN LEFT, EAST ON ROUTE 150 FOR 0.95 MILE (1.53 KM) TO AI3481'THE STATION ON THE LEFT, 16.9 M (55.4 FT) NORTH OF THE CENTERLINE OF AI3481'ROUTE 150, 24.4 M (80.1 FT) EAST OF THE EXTENDED CENTERLINE OF AI3481'DRIVEWAY TO FIRST SCHOOL, 30.4 M (99.7 FT) EAST OF POWER POLE ABOUT AI3481'OPPOSITE DRIVEWAY TO FIRST SCHOOL, 32.6 M (107.0 FT) WEST OF A POWER AI3481'POLE, 3.4 M (11.2 FT) SOUTH OF SOUTH EDGE OF CONCRETE BIKE PATH, AND AI3481'0.3 M (1.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.