1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7252 *********************************************************************** AB7252 DESIGNATION - L 255 RESET AB7252 PID - AB7252 AB7252 STATE/COUNTY- IL/CASS AB7252 USGS QUAD - ARENZVILLE WEST (1983) AB7252 AB7252 *CURRENT SURVEY CONTROL AB7252 ___________________________________________________________________ AB7252* NAD 83(1986)- 39 55 52. (N) 090 29 36. (W) SCALED AB7252* NAVD 88 - 137.94 (meters) 452.6 (feet) RESET AB7252 ___________________________________________________________________ AB7252 GEOID HEIGHT- -32.87 (meters) GEOID03 AB7252 AB7252 VERT ORDER - THIRD AB7252 AB7252.The horizontal coordinates were scaled from a topographic map and have AB7252.an estimated accuracy of +/- 6 seconds. AB7252 AB7252.The orthometric height was computed from unverified reset data. AB7252 AB7252.The geoid height was determined by GEOID03. AB7252 AB7252; North East Units Estimated Accuracy AB7252;SPC IL W - 362,390. 672,080. MT (+/- 180 meters Scaled) AB7252 AB7252 SUPERSEDED SURVEY CONTROL AB7252 AB7252.No superseded survey control is available for this station. AB7252 AB7252_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYE141231(NAD 83) AB7252_MARKER: DV = VERTICAL CONTROL DISK AB7252_SETTING: 37 = SET IN A MASSIVE RETAINING WALL AB7252_SP_SET: BRIDGE PARAPET WALL AB7252_STAMPING: L 255 RESET 1991 AB7252_MARK LOGO: NGS AB7252_MAGNETIC: N = NO MAGNETIC MATERIAL AB7252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7252+SATELLITE: SATELLITE OBSERVATIONS - 1991 AB7252 AB7252 HISTORY - Date Condition Report By AB7252 HISTORY - 1991 MONUMENTED NGS AB7252 AB7252 STATION DESCRIPTION AB7252 AB7252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (RKB) AB7252'STATION IS ABOUT 6.1 MI (9.8 KM) SOUTH ALONG STATE ROUTE 100 FROM ITS AB7252'JUNCTION WITH U.S. ROUTE 27 AT BEARDSTOWN, SET IN THE NORTH END OF AB7252'THE EAST PARAPET WALL OF A BRIDGE OVER INDIAN CREEK, 2.8 M (9.2 FT) AB7252'SOUTH OF THE NORTH END OF THE WALL AND 5.2 M (17.1 FT) EAST OF THE AB7252'CENTERLINE OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7257 *********************************************************************** AB7257 DESIGNATION - M 240 RESET AB7257 PID - AB7257 AB7257 STATE/COUNTY- IL/CASS AB7257 USGS QUAD - BEARDSTOWN (1981) AB7257 AB7257 *CURRENT SURVEY CONTROL AB7257 ___________________________________________________________________ AB7257* NAD 83(1986)- 40 00 07. (N) 090 24 58. (W) SCALED AB7257* NAVD 88 - 141.56 (meters) 464.4 (feet) RESET AB7257 ___________________________________________________________________ AB7257 GEOID HEIGHT- -32.95 (meters) GEOID03 AB7257 AB7257 VERT ORDER - THIRD AB7257 AB7257.The horizontal coordinates were scaled from a topographic map and have AB7257.an estimated accuracy of +/- 6 seconds. AB7257 AB7257.The orthometric height was computed from unverified reset data. AB7257 AB7257.The geoid height was determined by GEOID03. AB7257 AB7257; North East Units Estimated Accuracy AB7257;SPC IL W - 370,230. 678,700. MT (+/- 180 meters Scaled) AB7257 AB7257 SUPERSEDED SURVEY CONTROL AB7257 AB7257.No superseded survey control is available for this station. AB7257 AB7257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE205311(NAD 83) AB7257_MARKER: DV = VERTICAL CONTROL DISK AB7257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB7257_STAMPING: M 240 RESET 1994 AB7257_MARK LOGO: NGS AB7257_MAGNETIC: N = NO MAGNETIC MATERIAL AB7257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7257+STABILITY: SURFACE MOTION AB7257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7257+SATELLITE: SATELLITE OBSERVATIONS - 1994 AB7257 AB7257 HISTORY - Date Condition Report By AB7257 HISTORY - 1994 MONUMENTED NGS AB7257 AB7257 STATION DESCRIPTION AB7257 AB7257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RKB) AB7257'STATION IS LOCATED ABOUT 1.1 MI (1.8 KM) EAST ALONG STATE HIGHWAY 125 AB7257'FROM ITS JUNCTION WITH U.S. HIGHWAY 67 AND STATE HIGHWAY 100 AT AB7257'BEARDSTOWN, JUST EAST OF A LARGE RAILROAD OVERPASS BRIDGE, 42.9 M AB7257'(140.7 FT) EAST OF THE EAST END OF THE SOUTH PARAPET WALL, 6.6 M (21.7 AB7257'FT) SOUTH OF THE CENTERLINE OF ROUTE 125, 1.0 M (3.3 FT) SOUTH OF A AB7257'METAL GUARDRAIL, 0.3 M (1.0 FT) NORTH OF A FIBERGLASS WITNESS POST, AB7257'SET FLUSH WITH GROUND IN A 0.25 M (0.82 FT) ROUND CONCRETE MONUMENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LD0184 *********************************************************************** LD0184 DESIGNATION - P 240 RESET LD0184 PID - LD0184 LD0184 STATE/COUNTY- IL/CASS LD0184 USGS QUAD - CLEAR LAKE (1981) LD0184 LD0184 *CURRENT SURVEY CONTROL LD0184 ___________________________________________________________________ LD0184* NAD 83(1986)- 40 01 13. (N) 090 22 02. (W) SCALED LD0184* NAVD 88 - 136.17 (meters) 446.8 (feet) RESET LD0184 ___________________________________________________________________ LD0184 GEOID HEIGHT- -32.96 (meters) GEOID03 LD0184 LD0184 VERT ORDER - THIRD LD0184 LD0184.The horizontal coordinates were scaled from a topographic map and have LD0184.an estimated accuracy of +/- 6 seconds. LD0184 LD0184.The orthometric height was computed from unverified reset data. LD0184.No vertical observational check was made to the station. LD0184 LD0184.The geoid height was determined by GEOID03. LD0184 LD0184; North East Units Estimated Accuracy LD0184;SPC IL W - 372,260. 682,880. MT (+/- 180 meters Scaled) LD0184 LD0184 SUPERSEDED SURVEY CONTROL LD0184 LD0184 NGVD 29 (??/??/??) 136.28 (m) 447.1 (f) RESET 3 LD0184 LD0184.Superseded values are not recommended for survey control. LD0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LD0184.See file dsdata.txt to determine how the superseded data were derived. LD0184 LD0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE246333(NAD 83) LD0184_MARKER: DD = SURVEY DISK LD0184_SETTING: 30 = SET IN A LIGHT STRUCTURE LD0184_SP_SET: CULVERT LD0184_STAMPING: P 240 RESET 1965 LD0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LD0184 LD0184 HISTORY - Date Condition Report By LD0184 HISTORY - 1965 MONUMENTED LOCENG LD0184 LD0184 STATION DESCRIPTION LD0184 LD0184'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 LD0184'3.1 MI E FROM BEARDSTOWN. LD0184'ABOUT 3.1 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE LD0184'CROSSING OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AT LD0184'BEARDSTOWN, ON THE TOP OF THE EAST END OF THE NORTH CONCRETE LD0184'HEADWALL OF A 4-FOOT BOX CULVERT UNDER THE ROAD, 19 FEET NORTH LD0184'OF THE CENTERLINE OF THE ROAD AND ABOUT 1 FOOT BELOW THE LEVEL LD0184'OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LD0195 *********************************************************************** LD0195 DESIGNATION - U 240 RESET LD0195 PID - LD0195 LD0195 STATE/COUNTY- IL/CASS LD0195 USGS QUAD - CLEAR LAKE (1981) LD0195 LD0195 *CURRENT SURVEY CONTROL LD0195 ___________________________________________________________________ LD0195* NAD 83(1986)- 40 01 46. (N) 090 18 05. (W) SCALED LD0195* NAVD 88 - 141.90 (meters) 465.6 (feet) RESET LD0195 ___________________________________________________________________ LD0195 GEOID HEIGHT- -32.93 (meters) GEOID03 LD0195 LD0195 VERT ORDER - THIRD LD0195 LD0195.The horizontal coordinates were scaled from a topographic map and have LD0195.an estimated accuracy of +/- 6 seconds. LD0195 LD0195.The orthometric height was computed from unverified reset data. LD0195.No vertical observational check was made to the station. LD0195 LD0195.The geoid height was determined by GEOID03. LD0195 LD0195; North East Units Estimated Accuracy LD0195;SPC IL W - 373,270. 688,500. MT (+/- 180 meters Scaled) LD0195 LD0195 SUPERSEDED SURVEY CONTROL LD0195 LD0195 NGVD 29 (??/??/??) 142.01 (m) 465.9 (f) RESET 3 LD0195 LD0195.Superseded values are not recommended for survey control. LD0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LD0195.See file dsdata.txt to determine how the superseded data were derived. LD0195 LD0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TYE302345(NAD 83) LD0195_MARKER: DD = SURVEY DISK LD0195_SETTING: 30 = SET IN A LIGHT STRUCTURE LD0195_SP_SET: CULVERT LD0195_STAMPING: U 240 RESET 1965 LD0195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LD0195 LD0195 HISTORY - Date Condition Report By LD0195 HISTORY - 1965 MONUMENTED LOCENG LD0195 LD0195 STATION DESCRIPTION LD0195 LD0195'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1965 LD0195'6.8 MI E FROM BEARDSTOWN. LD0195'ABOUT 6.85 MILES EAST ALONG THE CHANDLERVILLE ROAD FROM THE LD0195'CROSSING OF THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD AT LD0195'BEARDSTOWN, 1.95 MILES EAST OF A BRICK SCHOOLHOUSE, ON THE TOP LD0195'OF THE EAST END OF THE NORTH HEADWALL OF A 4 FOOT CONCRETE BOX LD0195'CULVERT UNDER THE ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE LD0195'ROAD, 22 FEET EAST OF THE CENTERLINE OF A GRAVEL ROAD LEADING LD0195'NORTH, 1.5 FEET WEST OF THE EAST END OF THE HEADWALL, AND 4 FEET LD0195'BELOW THE LEVEL OF THE ROAD.