1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0077 *********************************************************************** LC0077 DESIGNATION - A 202 RESET 1968 LC0077 PID - LC0077 LC0077 STATE/COUNTY- IL/IROQUOIS LC0077 USGS QUAD - BUCKLEY (1986) LC0077 LC0077 *CURRENT SURVEY CONTROL LC0077 ___________________________________________________________________ LC0077* NAD 83(1986)- 40 36 58. (N) 088 02 37. (W) SCALED LC0077* NAVD 88 - 210.78 (meters) 691.5 (feet) RESET LC0077 ___________________________________________________________________ LC0077 GEOID HEIGHT- -32.36 (meters) GEOID03 LC0077 LC0077 VERT ORDER - THIRD LC0077 LC0077.The horizontal coordinates were scaled from a topographic map and have LC0077.an estimated accuracy of +/- 6 seconds. LC0077 LC0077.The orthometric height was computed from unverified reset data. LC0077 LC0077.The geoid height was determined by GEOID03. LC0077 LC0077; North East Units Estimated Accuracy LC0077;SPC IL E - 438,450. 324,520. MT (+/- 180 meters Scaled) LC0077 LC0077 SUPERSEDED SURVEY CONTROL LC0077 LC0077.No superseded survey control is available for this station. LC0077 LC0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK117966(NAD 83) LC0077_MARKER: DB = BENCH MARK DISK LC0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0077_STAMPING: A 202 RESET 1968 LC0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0077+STABILITY: SURFACE MOTION LC0077 LC0077 HISTORY - Date Condition Report By LC0077 HISTORY - 1968 MONUMENTED CGS LC0077 LC0077 STATION DESCRIPTION LC0077 LC0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 LC0077'1.6 MI N FROM BUCKLEY. LC0077'0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN LC0077'BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ON PAVED ROAD FOR LC0077'0.4 MILE TO A PAVED CROSSROAD, THENCE NORTH ON PAVED ROAD LC0077'FOR 0.8 MILE TO THE MARK ON THE LEFT, 36 FEET EAST OF A 20 LC0077'INCH CATALPA TREE, 35 FEET WEST OF THE CENTERLINE OF THE ROAD, LC0077'21 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY TO A FARM HOUSE, LC0077'1 FOOT NORTH OF A FENCE AND 1 FOOT WEST OF A METAL WITNESS POST. LC0077'THE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH LC0077'PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1997 *********************************************************************** LB1997 DESIGNATION - A 203 RESET 1965 LB1997 PID - LB1997 LB1997 STATE/COUNTY- IL/IROQUOIS LB1997 USGS QUAD - CLIFTON (1986) LB1997 LB1997 *CURRENT SURVEY CONTROL LB1997 ___________________________________________________________________ LB1997* NAD 83(1986)- 40 55 19. (N) 087 56 22. (W) SCALED LB1997* NAVD 88 - 200.05 (meters) 656.3 (feet) RESET LB1997 ___________________________________________________________________ LB1997 GEOID HEIGHT- -32.55 (meters) GEOID03 LB1997 LB1997 VERT ORDER - THIRD LB1997 LB1997.The horizontal coordinates were scaled from a topographic map and have LB1997.an estimated accuracy of +/- 6 seconds. LB1997 LB1997.The orthometric height was computed from unverified reset data. LB1997.No vertical observational check was made to the station. LB1997 LB1997.The geoid height was determined by GEOID03. LB1997 LB1997; North East Units Estimated Accuracy LB1997;SPC IL E - 472,450. 333,180. MT (+/- 180 meters Scaled) LB1997 LB1997 SUPERSEDED SURVEY CONTROL LB1997 LB1997 NGVD 29 (??/??/??) 200.13 (m) 656.6 (f) RESET 3 LB1997 LB1997.Superseded values are not recommended for survey control. LB1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1997.See file dsdata.txt to determine how the superseded data were derived. LB1997 LB1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL208305(NAD 83) LB1997_MARKER: DB = BENCH MARK DISK LB1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1997_STAMPING: A 203 RESET 1965 LB1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1997+STABILITY: SURFACE MOTION LB1997 LB1997 HISTORY - Date Condition Report By LB1997 HISTORY - 1965 MONUMENTED CGS LB1997 HISTORY - 1984 MARK NOT FOUND USPSQD LB1997 LB1997 STATION DESCRIPTION LB1997 LB1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 LB1997'0.9 MI SE FROM CLIFTON. LB1997'0.3 MILE SOUTH ALONG INTERSTATE HIGHWAY 57 FROM THE CENTER OF LB1997'AN INTERCHANGE AT THE SOUTHEAST EDGE OF CLIFTON, ON THE EAST LB1997'EDGE OF THE RIGHT OF WAY OF THE EAST LANE OF THE DUAL HIGHWAY AND LB1997'1.5 FEET NORTH OF A METAL WITNESS POST. A STANDARD DISK, STAMPED LB1997'A 203 RESET 1965 AND SET IN THE TOP OF A CONCRETE POST THAT IS LB1997'FLUSH WITH THE GROUND. LB1997 LB1997 STATION RECOVERY (1984) LB1997 LB1997'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB) LB1997'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2734 *********************************************************************** LB2734 DESIGNATION - B 25 RESET LB2734 PID - LB2734 LB2734 STATE/COUNTY- IL/IROQUOIS LB2734 USGS QUAD - CISSNA PARK (1986) LB2734 LB2734 *CURRENT SURVEY CONTROL LB2734 ___________________________________________________________________ LB2734* NAD 83(1986)- 40 36 06. (N) 087 52 57. (W) SCALED LB2734* NAVD 88 - 201.09 (+/-2cm) 659.7 (feet) VERTCON LB2734 ___________________________________________________________________ LB2734 GEOID HEIGHT- -32.65 (meters) GEOID03 LB2734 LB2734 VERT ORDER - THIRD (See Below) LB2734 LB2734.The horizontal coordinates were scaled from a topographic map and have LB2734.an estimated accuracy of +/- 6 seconds. LB2734 LB2734.The NAVD 88 height was computed by applying the VERTCON shift value to LB2734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2734.The vertical order pertains to the NGVD 29 superseded value. LB2734 LB2734.The geoid height was determined by GEOID03. LB2734 LB2734; North East Units Estimated Accuracy LB2734;SPC IL E - 436,910. 338,160. MT (+/- 180 meters Scaled) LB2734 LB2734 SUPERSEDED SURVEY CONTROL LB2734 LB2734 NGVD 29 (06/09/05) 201.16 (m) 660.0 (f) RESET 3 LB2734 LB2734.Superseded values are not recommended for survey control. LB2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2734.See file dsdata.txt to determine how the superseded data were derived. LB2734 LB2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK253949(NAD 83) LB2734_MARKER: DV = VERTICAL CONTROL DISK LB2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB2734_SP_SET: CONCRETE POST LB2734_STAMPING: B 25 RESET 1993 LB2734_MARK LOGO: NGS LB2734_MAGNETIC: N = NO MAGNETIC MATERIAL LB2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2734+STABILITY: SURFACE MOTION LB2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LB2734+SATELLITE: SATELLITE OBSERVATIONS - 1993 LB2734 LB2734 HISTORY - Date Condition Report By LB2734 HISTORY - 1993 MONUMENTED NGS LB2734 LB2734 STATION DESCRIPTION LB2734 LB2734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 LB2734'STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH ALONG STATE ROUTE 49 LB2734'FROM THE CITY PARK IN CISSNA PARK, APPROXIMATELY 0.1 MI (0.2 KM) LB2734'SOUTH OF THE SOUTH BANK OF MUD CREEK, 17.0 M (55.8 FT) EAST OF THE LB2734'CENTERLINE OF ROUTE 49, 31.3 M (102.7 FT) SOUTHEAST OF THE LB2734'INTERSECTION OF THE CENTERLINES OF ROUTE 49 AND COUNTY ROAD 800N LB2734'(PARK PLACE), 5.0 M (16.4 FT) NORTH OF THE APPROXIMATE CENTERLINE OF LB2734'A FIELD ENTRANCE WITH A WIRE GATE, 3.1 M (10.2 FT) NORTH-NORTHWEST OF LB2734'A 0.2 M (0.7 FT) GATE POST AT THE NORTH END OF WIRE GATE, 1.2 M LB2734'(3.9 FT) WEST OF A WIRE FENCE, 0.9 M (3.0 FT) WEST OF A FIBERGLASS LB2734'WITNESS POST, SET IN THE TOP OF A 0.3 M (1.0 FT) ROUND CONCRETE LB2734'MONUMENT WHICH IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2077 *********************************************************************** LB2077 DESIGNATION - BROWN RM 3 LB2077 PID - LB2077 LB2077 STATE/COUNTY- IL/IROQUOIS LB2077 USGS QUAD - CLIFTON (1986) LB2077 LB2077 *CURRENT SURVEY CONTROL LB2077 ___________________________________________________________________ LB2077* NAD 83(1986)- 40 54 48. (N) 087 57 18. (W) SCALED LB2077* NAVD 88 - 203.41 (meters) 667.4 (feet) RESET LB2077 ___________________________________________________________________ LB2077 GEOID HEIGHT- -32.53 (meters) GEOID03 LB2077 LB2077 VERT ORDER - THIRD LB2077 LB2077.The horizontal coordinates were scaled from a topographic map and have LB2077.an estimated accuracy of +/- 6 seconds. LB2077 LB2077.The orthometric height was computed from unverified reset data. LB2077.No vertical observational check was made to the station. LB2077 LB2077.The geoid height was determined by GEOID03. LB2077 LB2077; North East Units Estimated Accuracy LB2077;SPC IL E - 471,490. 331,870. MT (+/- 180 meters Scaled) LB2077 LB2077 SUPERSEDED SURVEY CONTROL LB2077 LB2077 NGVD 29 (06/09/05) 203.49 (m) 667.6 (f) RESET 3 LB2077 LB2077.Superseded values are not recommended for survey control. LB2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2077.See file dsdata.txt to determine how the superseded data were derived. LB2077 LB2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL195295(NAD 83) LB2077_MARKER: A = ALUMINUM MARKER LB2077_SETTING: 0 = UNSPECIFIED SETTING LB2077_STAMPING: BROWN 1959 NO 3 1979 LB2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB2077 LB2077 HISTORY - Date Condition Report By LB2077 HISTORY - 1979 MONUMENTED NGS LB2077 LB2077 STATION DESCRIPTION LB2077 LB2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 LB2077'2.5 MI NORTH FROM ASKUM. LB2077'2.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM ITS JUNCTION WITH STATE LB2077'HIGHWAY 116 IN ASKUM, THENCE WEST ALONG PAVED ROAD FOR 0.45 MILE TO LB2077'JUNCTION WITH INTERSTATE HIGHWAY 57, THENCE 0.25 MILE ALONG ROAD AT A LB2077'LARGE SIGN LEFT, 21 FEET NORTH OF CENTERLINE OF ROAD, AND IS A 3 FOOT LB2077'ALUMINUM PRE-CAST MARK. LB2077'THE MARK IS 45 FT N FROM A WITNESS POST. LB2077'THE MARK IS 1.0 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0071 *********************************************************************** LC0071 DESIGNATION - BUCKLEY 2 LC0071 PID - LC0071 LC0071 STATE/COUNTY- IL/IROQUOIS LC0071 USGS QUAD - BUCKLEY (1986) LC0071 LC0071 *CURRENT SURVEY CONTROL LC0071 ___________________________________________________________________ LC0071* NAD 83(1997)- 40 36 17.09316(N) 088 03 35.56408(W) ADJUSTED LC0071* NAVD 88 - 213.60 (meters) 700.8 (feet) RESET LC0071 ___________________________________________________________________ LC0071 LAPLACE CORR- -3.86 (seconds) DEFLEC99 LC0071 GEOID HEIGHT- -32.32 (meters) GEOID03 LC0071 LC0071 HORZ ORDER - THIRD LC0071 VERT ORDER - THIRD LC0071 LC0071.The horizontal coordinates were established by classical geodetic methods LC0071.and adjusted by the National Geodetic Survey in October 1999. LC0071 LC0071.The orthometric height was computed from unverified reset data. LC0071 LC0071.The Laplace correction was computed from DEFLEC99 derived deflections. LC0071 LC0071.The geoid height was determined by GEOID03. LC0071 LC0071; North East Units Scale Factor Converg. LC0071;SPC IL E - 437,186.080 323,143.462 MT 0.99998159 +0 10 40.7 LC0071;UTM 16 - 4,495,421.672 410,331.414 MT 0.99969897 -0 41 23.5 LC0071 LC0071! - Elev Factor x Scale Factor = Combined Factor LC0071!SPC IL E - 0.99997156 x 0.99998159 = 0.99995315 LC0071!UTM 16 - 0.99997156 x 0.99969897 = 0.99967054 LC0071 LC0071: Primary Azimuth Mark Grid Az LC0071:SPC IL E - BUCKLEY 2 AZ MK 203 39 14.3 LC0071:UTM 16 - BUCKLEY 2 AZ MK 204 31 18.5 LC0071 LC0071|---------------------------------------------------------------------| LC0071| PID Reference Object Distance Geod. Az | LC0071| dddmmss.s | LC0071| LC0073 BUCKLEY 2 RM 3 7.875 METERS 08415 | LC0071| LC1703 BUCKLEY ST JOHNS LUTH CH SPIRE APPROX. 2.1 KM 1070633.4 | LC0071| LC0070 BUCKLEY 15.782 METERS 18649 | LC0071| CI6782 BUCKLEY 2 AZ MK 2034955.0 | LC0071| CI6783 BUCKLEY 2 RM 4 6.817 METERS 26406 | LC0071|---------------------------------------------------------------------| LC0071 LC0071 SUPERSEDED SURVEY CONTROL LC0071 LC0071 NAD 83(1997)- 40 36 17.09304(N) 088 03 35.56406(W) AD( ) 3 LC0071 NAD 83(1986)- 40 36 17.09816(N) 088 03 35.55779(W) AD( ) 3 LC0071 NAD 83(1986)- 40 36 17.10183(N) 088 03 35.57054(W) AD( ) 3 LC0071 NAD 27 - 40 36 16.97203(N) 088 03 35.41882(W) AD( ) 3 LC0071 NGVD 29 (07/19/86) 213.67 (m) 701.0 (f) LEVELING 3 LC0071 LC0071.Superseded values are not recommended for survey control. LC0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0071.See file dsdata.txt to determine how the superseded data were derived. LC0071 LC0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK1033195422(NAD 83) LC0071_MARKER: DB = BENCH MARK DISK LC0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0071_STAMPING: BUCKLEY 2 1967 LC0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0071+STABILITY: SURFACE MOTION LC0071 LC0071 HISTORY - Date Condition Report By LC0071 HISTORY - 1967 MONUMENTED CGS LC0071 HISTORY - 1967 GOOD CGS LC0071 LC0071 STATION DESCRIPTION LC0071 LC0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (LFS) LC0071'ABOUT 1-1/2 MILES WEST OF BUCKLEY, 87 FEET NORTH OF THE LC0071'CENTERLINE OF ROBERTS ROAD, 1 FOOT SOUTH OF A METAL WITNESS LC0071'POST, 0.05 MILE EAST OF A GRAVELED CROSSROAD. THE MONUMENT LC0071'PROJECTS 5 INCHES AND THE DISK IS STAMPED BUCKLEY 2 1967. LC0071' LC0071'TO REACH THE STATION FROM THE POST OFFICE IN BUCKLEY, GO LC0071'NORTH ON U.S. HIGHWAY 45 FOR 0.4 MILE TO A PAVED CROSSROAD. LC0071'TURN LEFT AND GO WEST ON ROBERTS ROAD FOR 1.35 MILE TO THE LC0071'STATION ON THE RIGHT. LC0071' LC0071'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON LC0071'ROBERTS ROAD FOR 0.05 MILE TO A GRAVELED CROSSROAD. TURN LC0071'LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO THE MARK LC0071'ON THE RIGHT. LC0071' LC0071'REFERENCE MARK 3 IS 90 FEET NORTH OF THE CENTERLINE OF THE LC0071'ROAD AND 1 FOOT WEST OF A METAL WITNESS POST. THE MONUMENT LC0071'PROJECTS 4 INCHES AND THE DISK IS STAMPED BUCKLEY 2 NO 3 1967. LC0071' LC0071'REFERENCE MARK 4 IS 85 FEET NORTH OF THE CENTERLINE OF THE LC0071'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST. THE MONUMENT LC0071'PROJECTS 6 INCHES AND THE DISK IS STAMPED BUCKLEY 2 NO 4 1967. LC0071' LC0071'THE AZIMUTH MARK IS 59 FEET NORTH OF A 30 INCH TWIN TRUNK LC0071'LINDEN TREE, 58 FEET NORTHWEST OF THE INTERSECTION OF THE LC0071'GRAVELED ROAD AND A FARM DRIVE EAST, 27 FEET WEST OF THE LC0071'CENTERLINE OF THE ROAD, 2 FEET SOUTHEAST OF A POWER POLE LC0071'AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE MONUMENT PROJECTS LC0071'3 INCHES AND THE DISK IS STAMPED BUCKLEY 2 1967. LC0071' LC0071'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. LC0071 LC0071 STATION RECOVERY (1967) LC0071 LC0071'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 LC0071'1.5 MI W FROM BUCKLEY. LC0071'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE LC0071'IN BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS LC0071'ROAD FOR 1.35 MILES TO THE MARK ON THE RIGHT. IT IS 0.05 MILE LC0071'EAST OF A GRAVELED CROSSROAD, 87 FEET NORTH OF THE CENTERLINE LC0071'OF ROBERTS ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST. THE DISK LC0071'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING LC0071'5 INCHES. STAMPED BUCKLEY 2 1967. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0074 *********************************************************************** LC0074 DESIGNATION - BUCKLEY 2 NO 4 LC0074 PID - LC0074 LC0074 STATE/COUNTY- IL/IROQUOIS LC0074 USGS QUAD - BUCKLEY (1986) LC0074 LC0074 *CURRENT SURVEY CONTROL LC0074 ___________________________________________________________________ LC0074* NAD 83(1986)- 40 36 17. (N) 088 03 34. (W) SCALED LC0074* NAVD 88 - 213.65 (meters) 701.0 (feet) RESET LC0074 ___________________________________________________________________ LC0074 GEOID HEIGHT- -32.32 (meters) GEOID03 LC0074 LC0074 VERT ORDER - THIRD LC0074 LC0074.The horizontal coordinates were scaled from a topographic map and have LC0074.an estimated accuracy of +/- 6 seconds. LC0074 LC0074.The orthometric height was computed from unverified reset data. LC0074 LC0074.The geoid height was determined by GEOID03. LC0074 LC0074; North East Units Estimated Accuracy LC0074;SPC IL E - 437,180. 323,180. MT (+/- 180 meters Scaled) LC0074 LC0074 SUPERSEDED SURVEY CONTROL LC0074 LC0074.No superseded survey control is available for this station. LC0074 LC0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK103954(NAD 83) LC0074_MARKER: DR = REFERENCE MARK DISK LC0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0074_STAMPING: BUCKLEY 2 NO 4 1967 LC0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0074+STABILITY: SURFACE MOTION LC0074 LC0074 HISTORY - Date Condition Report By LC0074 HISTORY - 1967 MONUMENTED CGS LC0074 LC0074 STATION DESCRIPTION LC0074 LC0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LC0074'1.5 MI W FROM BUCKLEY. LC0074'ABOUT 0.4 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE LC0074'AT BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS LC0074'ROAD FOR 1.35 MILES TO THE MARK ON THE RIGHT. IT IS 0.05 MILE LC0074'EAST OF A GRAVELED CROSSROAD, 85 FEET NORTH OF THE CENTERLINE LC0074'OF ROBERTS ROAD AND 1 FOOT EAST OF A METAL WITNESS POST. THE LC0074'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING LC0074'6 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0073 *********************************************************************** LC0073 DESIGNATION - BUCKLEY 2 RM 3 LC0073 PID - LC0073 LC0073 STATE/COUNTY- IL/IROQUOIS LC0073 USGS QUAD - BUCKLEY (1986) LC0073 LC0073 *CURRENT SURVEY CONTROL LC0073 ___________________________________________________________________ LC0073* NAD 83(1986)- 40 36 16. (N) 088 03 35. (W) SCALED LC0073* NAVD 88 - 213.47 (meters) 700.4 (feet) RESET LC0073 ___________________________________________________________________ LC0073 GEOID HEIGHT- -32.32 (meters) GEOID03 LC0073 LC0073 VERT ORDER - THIRD LC0073 LC0073.The horizontal coordinates were scaled from a topographic map and have LC0073.an estimated accuracy of +/- 6 seconds. LC0073 LC0073.The orthometric height was computed from unverified reset data. LC0073 LC0073.The geoid height was determined by GEOID03. LC0073 LC0073; North East Units Estimated Accuracy LC0073;SPC IL E - 437,150. 323,160. MT (+/- 180 meters Scaled) LC0073 LC0073 SUPERSEDED SURVEY CONTROL LC0073 LC0073.No superseded survey control is available for this station. LC0073 LC0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK103953(NAD 83) LC0073_MARKER: DR = REFERENCE MARK DISK LC0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0073_STAMPING: BUCKLEY 2 NO 3 1967 LC0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0073+STABILITY: SURFACE MOTION LC0073 LC0073 HISTORY - Date Condition Report By LC0073 HISTORY - 1967 MONUMENTED CGS LC0073 LC0073 STATION DESCRIPTION LC0073 LC0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LC0073'1.5 MI W FROM BUCKLEY. LC0073'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE LC0073'IN BUCKLEY TO A PAVED CROSSROAD, THENCE WEST ALONG ROBERTS LC0073'ROAD FOR 1.35 MILE TO THE MARK ON THE RIGHT. IT IS 0.05 MILE LC0073'EAST OF A GRAVELED CROSSROAD, 90 FEET NORTH OF THE CENTERLINE LC0073'OF ROBERTS ROAD AND 1 FOOT WEST OF A METAL WITNESS POST. THE LC0073'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING LC0073'4 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2003 *********************************************************************** LB2003 DESIGNATION - C 203 RESET LB2003 PID - LB2003 LB2003 STATE/COUNTY- IL/IROQUOIS LB2003 USGS QUAD - CLIFTON (1986) LB2003 LB2003 *CURRENT SURVEY CONTROL LB2003 ___________________________________________________________________ LB2003* NAD 83(1986)- 40 57 31. (N) 087 55 10. (W) SCALED LB2003* NAVD 88 - 198.04 (meters) 649.7 (feet) RESET LB2003 ___________________________________________________________________ LB2003 GEOID HEIGHT- -32.58 (meters) GEOID03 LB2003 LB2003 VERT ORDER - THIRD LB2003 LB2003.The horizontal coordinates were scaled from a topographic map and have LB2003.an estimated accuracy of +/- 6 seconds. LB2003 LB2003.The orthometric height was computed from unverified reset data. LB2003.No vertical observational check was made to the station. LB2003 LB2003.The geoid height was determined by GEOID03. LB2003 LB2003; North East Units Estimated Accuracy LB2003;SPC IL E - 476,530. 334,840. MT (+/- 180 meters Scaled) LB2003 LB2003 SUPERSEDED SURVEY CONTROL LB2003 LB2003 NGVD 29 (??/??/??) 198.12 (m) 650.0 (f) RESET 3 LB2003 LB2003.Superseded values are not recommended for survey control. LB2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2003.See file dsdata.txt to determine how the superseded data were derived. LB2003 LB2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226345(NAD 83) LB2003_MARKER: DB = BENCH MARK DISK LB2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB2003_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB2003_STAMPING: C 203 RESET 1965 LB2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2003+STABILITY: SURFACE MOTION LB2003 LB2003 HISTORY - Date Condition Report By LB2003 HISTORY - 1965 MONUMENTED ILDPW LB2003 LB2003 STATION DESCRIPTION LB2003 LB2003'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1965 LB2003'2.1 MI N FROM CLIFTON. LB2003'ABOUT 0.95 MILES NORTHWEST ALONG U.S. HIGHWAY 45 (BUSINESS ROUTE) LB2003'FROM THE POST OFFICE AT CLIFTON, THENCE 1.15 MILES NORTH ALONG LB2003'U.S. HWY. 45, AT THE JUNCTION OF AN EAST-WEST OVERHEAD STRUCTURE, LB2003'166.4 FEET EAST OF THE CENTERLINE OF THE EXISTING ROUTE 45 (THE LB2003'PROPOSED SOUTH-BOUND-LANE OF INTERSTATE ROUTE 57), 61.2 FEET NORTH LB2003'OF THE CENTERLINE OF THE OVERHEAD ROAD EAST, 3.3 FEET SOUTH OF A LB2003'METAL WITNESS POST, 3.15 FEET NORTHEAST OF A POWER POLE, SET IN LB2003'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2078 *********************************************************************** LB2078 DESIGNATION - C 25 RESET 1975 LB2078 PID - LB2078 LB2078 STATE/COUNTY- IL/IROQUOIS LB2078 USGS QUAD - ONARGA EAST (1986) LB2078 LB2078 *CURRENT SURVEY CONTROL LB2078 ___________________________________________________________________ LB2078* NAD 83(1986)- 40 38 01. (N) 087 53 01. (W) SCALED LB2078* NAVD 88 - 204.79 (+/-2cm) 671.9 (feet) VERTCON LB2078 ___________________________________________________________________ LB2078 GEOID HEIGHT- -32.65 (meters) GEOID03 LB2078 LB2078 VERT ORDER - THIRD (See Below) LB2078 LB2078.The horizontal coordinates were scaled from a topographic map and have LB2078.an estimated accuracy of +/- 6 seconds. LB2078 LB2078.The NAVD 88 height was computed by applying the VERTCON shift value to LB2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2078.The vertical order pertains to the NGVD 29 superseded value. LB2078 LB2078.The geoid height was determined by GEOID03. LB2078 LB2078; North East Units Estimated Accuracy LB2078;SPC IL E - 440,450. 338,050. MT (+/- 180 meters Scaled) LB2078 LB2078 SUPERSEDED SURVEY CONTROL LB2078 LB2078 NGVD 29 (06/09/05) 204.86 (m) 672.1 (f) RESET 3 LB2078 LB2078.Superseded values are not recommended for survey control. LB2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2078.See file dsdata.txt to determine how the superseded data were derived. LB2078 LB2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK252984(NAD 83) LB2078_MARKER: DB = BENCH MARK DISK LB2078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2078_SP_SET: CULVERT LB2078_STAMPING: C 25 RESET 1975 LB2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2078+STABILITY: SURFACE MOTION LB2078 LB2078 HISTORY - Date Condition Report By LB2078 HISTORY - 1978 MONUMENTED ILDT LB2078 LB2078 STATION DESCRIPTION LB2078 LB2078'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978 LB2078'5.4 MI NORTH FROM CISSNA PARK. LB2078'5.4 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CITY PARK IN CISSNA LB2078'PARK, ABOUT 0.15 MILE SOUTH OF A CEMETERY, ABOUT 0.3 MILE NORTH OF A LB2078'CROSSROAD AND CHURCH (ROAD LEADING EAST TO MILFORD), IN THE TOP OF A 1 LB2078'FOOT WIDE BY 4.6 FEET LONG CONCRETE COLLAR FOR PIPE EXTENSION OF THE LB2078'ORIGINAL 3 FOOT CONCRETE BOX CULVERT, 18.1 FEET OF CENTERLINE OF LB2078'HIGHWAY. LB2078'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2016 *********************************************************************** LB2016 DESIGNATION - CHEBANSE 2 RM 3 LB2016 PID - LB2016 LB2016 STATE/COUNTY- IL/IROQUOIS LB2016 USGS QUAD - CLIFTON (1986) LB2016 LB2016 *CURRENT SURVEY CONTROL LB2016 ___________________________________________________________________ LB2016* NAD 83(1986)- 40 59 51. (N) 087 54 24. (W) SCALED LB2016* NAVD 88 - 201.13 (meters) 659.9 (feet) RESET LB2016 ___________________________________________________________________ LB2016 GEOID HEIGHT- -32.59 (meters) GEOID03 LB2016 LB2016 VERT ORDER - THIRD LB2016 LB2016.The horizontal coordinates were scaled from a topographic map and have LB2016.an estimated accuracy of +/- 6 seconds. LB2016 LB2016.The orthometric height was computed from unverified reset data. LB2016.No vertical observational check was made to the station. LB2016 LB2016.The geoid height was determined by GEOID03. LB2016 LB2016; North East Units Estimated Accuracy LB2016;SPC IL E - 480,850. 335,900. MT (+/- 180 meters Scaled) LB2016 LB2016 SUPERSEDED SURVEY CONTROL LB2016 LB2016 NGVD 29 (??/??/??) 200.93 (m) 659.2 (f) RESET 3 LB2016 LB2016.Superseded values are not recommended for survey control. LB2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2016.See file dsdata.txt to determine how the superseded data were derived. LB2016 LB2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL237388(NAD 83) LB2016_MARKER: DR = REFERENCE MARK DISK LB2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB2016_STAMPING: CHEBANSE 2 NO 3 1965 LB2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2016+STABILITY: SURFACE MOTION LB2016 LB2016 HISTORY - Date Condition Report By LB2016 HISTORY - 1965 MONUMENTED CGS LB2016 LB2016 STATION DESCRIPTION LB2016 LB2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 LB2016'0.5 MI SE FROM CHEBANSE. LB2016'AT THE SOUTHEAST EDGE OF CHEBANSE, AT THE SOUTHWEST SIDE OF AN LB2016'INTERCHANGE FOR INTERSTATE HIGHWAY 57, ABOUT 150 FEET WEST OF THE LB2016'CENTERLINE OF THE WEST LANE OF THE DUAL HIGHWAY, AT THE SOUTHWEST LB2016'RIGHT OF WAY OF A RAMP LEADING TO THE INTERSTATE, 54.64 FEET SOUTH LB2016'OF TRIANGULATION STATION CHEBANSE 2 AND 1.5 FEET EAST OF A METAL LB2016'WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS LB2016'STAMPED CHEBANSE 2 NO 3 1965. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1956 *********************************************************************** LB1956 DESIGNATION - CLASSEN RM 4 LB1956 PID - LB1956 LB1956 STATE/COUNTY- IL/IROQUOIS LB1956 USGS QUAD - GILMAN (1986) LB1956 LB1956 *CURRENT SURVEY CONTROL LB1956 ___________________________________________________________________ LB1956* NAD 83(1986)- 40 48 38. (N) 087 59 02. (W) SCALED LB1956* NAVD 88 - 198.71 (meters) 651.9 (feet) RESET LB1956 ___________________________________________________________________ LB1956 GEOID HEIGHT- -32.48 (meters) GEOID03 LB1956 LB1956 VERT ORDER - THIRD LB1956 LB1956.The horizontal coordinates were scaled from a topographic map and have LB1956.an estimated accuracy of +/- 6 seconds. LB1956 LB1956.The orthometric height was computed from unverified reset data. LB1956 LB1956.The geoid height was determined by GEOID03. LB1956 LB1956; North East Units Estimated Accuracy LB1956;SPC IL E - 460,060. 329,480. MT (+/- 180 meters Scaled) LB1956 LB1956 SUPERSEDED SURVEY CONTROL LB1956 LB1956.No superseded survey control is available for this station. LB1956 LB1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL170181(NAD 83) LB1956_MARKER: DR = REFERENCE MARK DISK LB1956_SETTING: 0 = UNSPECIFIED SETTING LB1956_STAMPING: CLASSEN 1959 NO 4 1967 LB1956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1956 LB1956 HISTORY - Date Condition Report By LB1956 HISTORY - 1967 MONUMENTED CGS LB1956 HISTORY - 1976 MARK NOT FOUND NGS LB1956 LB1956 STATION DESCRIPTION LB1956 LB1956'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LB1956'1 MI SW FROM DANFORTH. LB1956'ABOUT 0.65 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS LB1956'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 0.3 MILE WEST ALONG LB1956'AN ASPHALT ROAD, 35 FEET WEST OF A STEEL WITNESS POST, 34.36 FEET LB1956'WEST OF TRIANGULATION STATION, CLASSEN 1959, AND 25 FEET NORTH LB1956'OF THE CENTERLINE OF ASPHALT ROAD. THE MARK PROJECTS 2 INCHES LB1956'AND THE DISK IS STAMPED CLASSEN 1959 NO 4 1967. LB1956 LB1956 STATION RECOVERY (1976) LB1956 LB1956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 LB1956'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2733 *********************************************************************** LB2733 DESIGNATION - D 203 RESET LB2733 PID - LB2733 LB2733 STATE/COUNTY- IL/IROQUOIS LB2733 USGS QUAD - CLIFTON (1986) LB2733 LB2733 *CURRENT SURVEY CONTROL LB2733 ___________________________________________________________________ LB2733* NAD 83(1986)- 40 58 11. (N) 087 55 09. (W) SCALED LB2733* NAVD 88 - 196.18 (meters) 643.6 (feet) RESET LB2733 ___________________________________________________________________ LB2733 GEOID HEIGHT- -32.57 (meters) GEOID03 LB2733 LB2733 VERT ORDER - THIRD LB2733 LB2733.The horizontal coordinates were scaled from a topographic map and have LB2733.an estimated accuracy of +/- 6 seconds. LB2733 LB2733.The orthometric height was computed from unverified reset data. LB2733.No vertical observational check was made to the station. LB2733 LB2733.The geoid height was determined by GEOID03. LB2733 LB2733; North East Units Estimated Accuracy LB2733;SPC IL E - 477,760. 334,860. MT (+/- 180 meters Scaled) LB2733 LB2733 SUPERSEDED SURVEY CONTROL LB2733 LB2733 NGVD 29 (06/09/05) 196.27 (m) 643.9 (f) RESET 3 LB2733 LB2733.Superseded values are not recommended for survey control. LB2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2733.See file dsdata.txt to determine how the superseded data were derived. LB2733 LB2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL226358(NAD 83) LB2733_MARKER: DV = VERTICAL CONTROL DISK LB2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB2733_SP_SET: CONCRETE POST LB2733_STAMPING: D 203 RESET 1992 LB2733_MARK LOGO: NGS LB2733_MAGNETIC: N = NO MAGNETIC MATERIAL LB2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2733+STABILITY: SURFACE MOTION LB2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LB2733+SATELLITE: SATELLITE OBSERVATIONS - 1992 LB2733 LB2733 HISTORY - Date Condition Report By LB2733 HISTORY - 1992 MONUMENTED NGS LB2733 LB2733 STATION DESCRIPTION LB2733 LB2733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 LB2733'ABOUT 2.15 MI (3.46 KM) SOUTH ALONG INTERSTATE HIGHWAY 57 FROM THE LB2733'INTERCHANGE AT CHEBANSE, NEAR THE NORTH END OF A 225 FOOT (68.6 M) LB2733'BRIDGE OVER LANGAN CREEK, 27.4 M (89.9 FT) WEST OF THE CENTERLINE OF LB2733'THE SOUTHBOUND LANES OF I-57, 20.9 M (68.6 FT) SOUTHWEST OF THE LB2733'SOUTHWEST CORNER OF A SMALL CONCRETE UNDER DRAIN HEADWALL, 47.7 M LB2733'(156.5 FT) NORTHWEST OF THE BOTTOM OF THE NORTHWEST WINGWALL OF THE LB2733'BRIDGE, 0.7 M (2.3 FT) EAST OF A WIRE FENCE, 0.5 M (1.6 FT) EAST OF A LB2733'FIBERGLASS WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE LB2733'MONUMENT, FLUSH WITH THE LEVEL OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2079 *********************************************************************** LB2079 DESIGNATION - D 25 RESET 1974 LB2079 PID - LB2079 LB2079 STATE/COUNTY- IL/IROQUOIS LB2079 USGS QUAD - ONARGA EAST (1986) LB2079 LB2079 *CURRENT SURVEY CONTROL LB2079 ___________________________________________________________________ LB2079* NAD 83(1986)- 40 39 27. (N) 087 52 37. (W) SCALED LB2079* NAVD 88 - 202.46 (+/-2cm) 664.2 (feet) VERTCON LB2079 ___________________________________________________________________ LB2079 GEOID HEIGHT- -32.66 (meters) GEOID03 LB2079 LB2079 VERT ORDER - THIRD (See Below) LB2079 LB2079.The horizontal coordinates were scaled from a topographic map and have LB2079.an estimated accuracy of +/- 6 seconds. LB2079 LB2079.The NAVD 88 height was computed by applying the VERTCON shift value to LB2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2079.The vertical order pertains to the NGVD 29 superseded value. LB2079 LB2079.The geoid height was determined by GEOID03. LB2079 LB2079; North East Units Estimated Accuracy LB2079;SPC IL E - 443,110. 338,600. MT (+/- 180 meters Scaled) LB2079 LB2079 SUPERSEDED SURVEY CONTROL LB2079 LB2079 NGVD 29 (06/09/05) 202.53 (m) 664.5 (f) RESET 3 LB2079 LB2079.Superseded values are not recommended for survey control. LB2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2079.See file dsdata.txt to determine how the superseded data were derived. LB2079 LB2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL258011(NAD 83) LB2079_MARKER: DB = BENCH MARK DISK LB2079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2079_SP_SET: CULVERT LB2079_STAMPING: D 25 RESET 1974 LB2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2079+STABILITY: SURFACE MOTION LB2079 LB2079 HISTORY - Date Condition Report By LB2079 HISTORY - 1978 MONUMENTED ILDT LB2079 LB2079 STATION DESCRIPTION LB2079 LB2079'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1978 LB2079'7.35 MI NORTH FROM CISSNA PARK. LB2079'7.35 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CITY PARK IN CISSNA LB2079'PARK, ABOUT 0.3 MILES EAST OF A CURVE IN HIGHWAYWITH TANGENTS LB2079'EXTENDING SOUTH AND EAST, ABOUT 0.8 MILE WEST OF JUNCTION OF A ROAD LB2079'LEADING EAST TO WOODWORTH AND A CURVE IN ROAD WITH TANGENTS EXTENDING LB2079'NORTH AND WEST, ABOUT 0.35 MILE WEST OF KAUFMAN GRAIN ELEVATOR, IN THE LB2079'TOP AND 12.3 FEET SOUTHWEST OF NORTHEAST END OF NORTHEAST WINGWALL OF LB2079'AN 8 FOOT BY 9 FOOT CONCRETE BOX CULVERT, 21 FEET NORTH OF CENTERLINE LB2079'OF HIGHWAY. MARK IS ALSO 8.6 MILES SOUTH ALONG STATE HIGHWAY 49 FROM LB2079'THE INTERSECTION OF U.S. HIGHWAY 24 IN CRESCENT CITY. LB2079'THE MARK IS 1.7 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1969 *********************************************************************** LB1969 DESIGNATION - DAN RESET 1967 LB1969 PID - LB1969 LB1969 STATE/COUNTY- IL/IROQUOIS LB1969 USGS QUAD - GILMAN (1986) LB1969 LB1969 *CURRENT SURVEY CONTROL LB1969 ___________________________________________________________________ LB1969* NAD 83(1986)- 40 49 31. (N) 087 59 44. (W) SCALED LB1969* NAVD 88 - 245.42 (meters) 805.2 (feet) RESET LB1969 ___________________________________________________________________ LB1969 GEOID HEIGHT- -32.47 (meters) GEOID03 LB1969 LB1969 VERT ORDER - THIRD LB1969 LB1969.The horizontal coordinates were scaled from a topographic map and have LB1969.an estimated accuracy of +/- 6 seconds. LB1969 LB1969.The orthometric height was computed from unverified reset data. LB1969 LB1969.The geoid height was determined by GEOID03. LB1969 LB1969; North East Units Estimated Accuracy LB1969;SPC IL E - 461,690. 328,490. MT (+/- 180 meters Scaled) LB1969 LB1969 SUPERSEDED SURVEY CONTROL LB1969 LB1969.No superseded survey control is available for this station. LB1969 LB1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83) LB1969_MARKER: DS = TRIANGULATION STATION DISK LB1969_SETTING: 0 = UNSPECIFIED SETTING LB1969_STAMPING: DAN 1959 1967 LB1969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1969 LB1969 HISTORY - Date Condition Report By LB1969 HISTORY - 1967 MONUMENTED CGS LB1969 HISTORY - 1984 MARK NOT FOUND USPSQD LB1969 LB1969 STATION DESCRIPTION LB1969 LB1969'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LB1969'1.6 MI NW FROM DANFORTH. LB1969'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS LB1969'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST LB1969'ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVEWAY NORTH TO LB1969'A FARMHOUSE, 42 FEET WEST OF A POWER POLE, 29 FEET NORTHWEST LB1969'OF A METAL WITNESS POST, 21 FEET NORTHEAST OF ANOTHER METAL LB1969'WITNESS POST, AND 30 FEET SOUTH OF THE CENTER OF AN ASPHALT LB1969'ROAD. THE MARK IS 2 FEET BELOW THE SURFACE OF THE GROUND AND LB1969'THE DISK IS STAMPED DAN 1959 1967. LB1969 LB1969 STATION RECOVERY (1984) LB1969 LB1969'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB) LB1969'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1971 *********************************************************************** LB1971 DESIGNATION - DAN RM 3 LB1971 PID - LB1971 LB1971 STATE/COUNTY- IL/IROQUOIS LB1971 USGS QUAD - GILMAN (1986) LB1971 LB1971 *CURRENT SURVEY CONTROL LB1971 ___________________________________________________________________ LB1971* NAD 83(1986)- 40 49 30. (N) 087 59 43. (W) SCALED LB1971* NAVD 88 - 246.03 (meters) 807.2 (feet) RESET LB1971 ___________________________________________________________________ LB1971 GEOID HEIGHT- -32.47 (meters) GEOID03 LB1971 LB1971 VERT ORDER - THIRD LB1971 LB1971.The horizontal coordinates were scaled from a topographic map and have LB1971.an estimated accuracy of +/- 6 seconds. LB1971 LB1971.The orthometric height was computed from unverified reset data. LB1971 LB1971.The geoid height was determined by GEOID03. LB1971 LB1971; North East Units Estimated Accuracy LB1971;SPC IL E - 461,660. 328,520. MT (+/- 180 meters Scaled) LB1971 LB1971 SUPERSEDED SURVEY CONTROL LB1971 LB1971.No superseded survey control is available for this station. LB1971 LB1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83) LB1971_MARKER: DR = REFERENCE MARK DISK LB1971_SETTING: 0 = UNSPECIFIED SETTING LB1971_STAMPING: DAN 1959 NO 3 1967 LB1971_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1971 LB1971 HISTORY - Date Condition Report By LB1971 HISTORY - 1967 MONUMENTED CGS LB1971 LB1971 STATION DESCRIPTION LB1971 LB1971'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LB1971'1.6 MI NW FROM DANFORTH. LB1971'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS LB1971'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST LB1971'ALONG AN ASPHALT ROAD, 35 FEET SOUTH OF THE CENTERLINE OF AN LB1971'ASPHALT ROAD, 35 FEET WEST OF A POWER POLE, 27.48 FEET EAST OF LB1971'TRIANGULATION STATION, DAN 1959 1967, AND 1 FOOT WEST OF A LB1971'WITNESS POST. THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED LB1971'DAN 1959 NO 3 1967. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1972 *********************************************************************** LB1972 DESIGNATION - DAN RM 4 LB1972 PID - LB1972 LB1972 STATE/COUNTY- IL/IROQUOIS LB1972 USGS QUAD - GILMAN (1986) LB1972 LB1972 *CURRENT SURVEY CONTROL LB1972 ___________________________________________________________________ LB1972* NAD 83(1986)- 40 49 30. (N) 087 59 43. (W) SCALED LB1972* NAVD 88 - 245.91 (meters) 806.8 (feet) RESET LB1972 ___________________________________________________________________ LB1972 GEOID HEIGHT- -32.47 (meters) GEOID03 LB1972 LB1972 VERT ORDER - THIRD LB1972 LB1972.The horizontal coordinates were scaled from a topographic map and have LB1972.an estimated accuracy of +/- 6 seconds. LB1972 LB1972.The orthometric height was computed from unverified reset data. LB1972 LB1972.The geoid height was determined by GEOID03. LB1972 LB1972; North East Units Estimated Accuracy LB1972;SPC IL E - 461,660. 328,520. MT (+/- 180 meters Scaled) LB1972 LB1972 SUPERSEDED SURVEY CONTROL LB1972 LB1972.No superseded survey control is available for this station. LB1972 LB1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL160198(NAD 83) LB1972_MARKER: DR = REFERENCE MARK DISK LB1972_SETTING: 0 = UNSPECIFIED SETTING LB1972_STAMPING: DAN 1959 NO 4 1967 LB1972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1972 LB1972 HISTORY - Date Condition Report By LB1972 HISTORY - 1967 MONUMENTED CGS LB1972 LB1972 STATION DESCRIPTION LB1972 LB1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LB1972'1.6 MI NW FROM DANFORTH. LB1972'ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE ILLINOIS LB1972'CENTRAL RAILROAD STATION AT DANFORTH, THENCE 1.15 MILES WEST LB1972'ALONG AN ASPHALT ROAD, 38 FEET SOUTH OF THE CENTERLINE OF ASPHALT LB1972'ROAD, 20.38 FEET SOUTHWEST OF TRIANGULATION STATION, DAN 1959 1967, LB1972'AND 1 FOOT EAST OF A METAL WITNESS POST. THE MARK PROJECTS 2 LB1972'INCHES AND THE DISK IS STAMPED DAN 1959 NO 4 1967. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1965 *********************************************************************** LB1965 DESIGNATION - DANFORTH RM 3 LB1965 PID - LB1965 LB1965 STATE/COUNTY- IL/IROQUOIS LB1965 USGS QUAD - GILMAN (1986) LB1965 LB1965 *CURRENT SURVEY CONTROL LB1965 ___________________________________________________________________ LB1965* NAD 83(1986)- 40 49 25. (N) 087 58 35. (W) SCALED LB1965* NAVD 88 - 198.45 (meters) 651.1 (feet) RESET LB1965 ___________________________________________________________________ LB1965 GEOID HEIGHT- -32.49 (meters) GEOID03 LB1965 LB1965 VERT ORDER - THIRD LB1965 LB1965.The horizontal coordinates were scaled from a topographic map and have LB1965.an estimated accuracy of +/- 6 seconds. LB1965 LB1965.The orthometric height was computed from unverified reset data. LB1965 LB1965.The geoid height was determined by GEOID03. LB1965 LB1965; North East Units Estimated Accuracy LB1965;SPC IL E - 461,520. 330,110. MT (+/- 180 meters Scaled) LB1965 LB1965 SUPERSEDED SURVEY CONTROL LB1965 LB1965.No superseded survey control is available for this station. LB1965 LB1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL176196(NAD 83) LB1965_MARKER: DR = REFERENCE MARK DISK LB1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1965_STAMPING: DANFORTH 1947 NO 3 1968 LB1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1965+STABILITY: SURFACE MOTION LB1965 LB1965 HISTORY - Date Condition Report By LB1965 HISTORY - 1968 MONUMENTED CGS LB1965 LB1965 STATION DESCRIPTION LB1965 LB1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 LB1965'AT DANFORTH. LB1965'LOCATED AT THE WEST ENTRANCE TO THE DANFORTH ELEMENTARY SCHOOL LB1965'AT THE NORTH EDGE OF DANFORTH, 67 FEET SOUTH OF THE CENTERLINE LB1965'OF LOCUST STREET, 29 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY LB1965'45 AND 54, 1 FOOT NORTH OF THE NORTH GATE POST OF ENTRANCE, 6 LB1965'INCHES EAST OF THE EAST EDGE OF A NORTH-SOUTH SIDEWALK, 6 INCHES LB1965'SOUTH OF THE SOUTH EDGE OF AN EAST-WEST SIDEWALK, SET IN THE LB1965'TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2080 *********************************************************************** LB2080 DESIGNATION - E 25 RESET 1974 LB2080 PID - LB2080 LB2080 STATE/COUNTY- IL/IROQUOIS LB2080 USGS QUAD - WOODWORTH (1986) LB2080 LB2080 *CURRENT SURVEY CONTROL LB2080 ___________________________________________________________________ LB2080* NAD 83(1986)- 40 40 41. (N) 087 51 50. (W) SCALED LB2080* NAVD 88 - 198.57 (+/-2cm) 651.5 (feet) VERTCON LB2080 ___________________________________________________________________ LB2080 GEOID HEIGHT- -32.67 (meters) GEOID03 LB2080 LB2080 VERT ORDER - THIRD (See Below) LB2080 LB2080.The horizontal coordinates were scaled from a topographic map and have LB2080.an estimated accuracy of +/- 6 seconds. LB2080 LB2080.The NAVD 88 height was computed by applying the VERTCON shift value to LB2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2080.The vertical order pertains to the NGVD 29 superseded value. LB2080 LB2080.The geoid height was determined by GEOID03. LB2080 LB2080; North East Units Estimated Accuracy LB2080;SPC IL E - 445,400. 339,690. MT (+/- 180 meters Scaled) LB2080 LB2080 SUPERSEDED SURVEY CONTROL LB2080 LB2080 NGVD 29 (06/09/05) 198.63 (m) 651.7 (f) RESET 3 LB2080 LB2080.Superseded values are not recommended for survey control. LB2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2080.See file dsdata.txt to determine how the superseded data were derived. LB2080 LB2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL269033(NAD 83) LB2080_MARKER: DB = BENCH MARK DISK LB2080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2080_SP_SET: CULVERT LB2080_STAMPING: E 25 RESET 1974 LB2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2080+STABILITY: SURFACE MOTION LB2080 LB2080 HISTORY - Date Condition Report By LB2080 HISTORY - 1974 MONUMENTED NGS LB2080 LB2080 STATION DESCRIPTION LB2080 LB2080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 LB2080'6.55 MI SOUTH FROM CRESCENT CITY. LB2080'6.33 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION OF U.S. LB2080'HIGHWAY 24 IN CRESCENT CITY, AT THE SOUTH INTERSECTION OF COUNTY ROAD LB2080'AND STATE HIGHWAY 49, ON CURVE, THE TOP AND NORTH END OF WEST HEADWALL LB2080'OF A 3 FOOT BY 2 FOOT CONCRETE BOX CULVERT ACROSS HIGHWAY FROM A LB2080'POINT BETWEEN TWO FARM HOUSES, AND 24.8 FEET WEST OF CENTERLINE OF LB2080'HIGHWAY. LB2080'THE MARK IS 3 FT BELOW PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1917 *********************************************************************** LB1917 DESIGNATION - F 25 RESET 1972 LB1917 PID - LB1917 LB1917 STATE/COUNTY- IL/IROQUOIS LB1917 USGS QUAD - WOODWORTH (1986) LB1917 LB1917 *CURRENT SURVEY CONTROL LB1917 ___________________________________________________________________ LB1917* NAD 83(1986)- 40 42 00. (N) 087 51 32. (W) SCALED LB1917* NAVD 88 - 197.86 (meters) 649.1 (feet) RESET LB1917 ___________________________________________________________________ LB1917 GEOID HEIGHT- -32.67 (meters) GEOID03 LB1917 LB1917 VERT ORDER - THIRD LB1917 LB1917.The horizontal coordinates were scaled from a topographic map and have LB1917.an estimated accuracy of +/- 6 seconds. LB1917 LB1917.The orthometric height was computed from unverified reset data. LB1917 LB1917.The geoid height was determined by GEOID03. LB1917 LB1917; North East Units Estimated Accuracy LB1917;SPC IL E - 447,840. 340,100. MT (+/- 180 meters Scaled) LB1917 LB1917 SUPERSEDED SURVEY CONTROL LB1917 LB1917.No superseded survey control is available for this station. LB1917 LB1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL274058(NAD 83) LB1917_MARKER: DB = BENCH MARK DISK LB1917_SETTING: 36 = SET IN A MASSIVE STRUCTURE LB1917_SP_SET: DAM LB1917_STAMPING: F 25 RESET 1972 LB1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LB1917 LB1917 HISTORY - Date Condition Report By LB1917 HISTORY - 1972 MONUMENTED ILHD LB1917 LB1917 STATION DESCRIPTION LB1917 LB1917'DESCRIBED BY IL HIGHWAY DEPT 1972 LB1917'4.8 MI S FROM CRESCENT CITY. LB1917'ABOUT 4.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION LB1917'OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.75 MILE SOUTH OF LB1917'ONARGA-WOODLAND CROSSROADS, IN THE TOP OF NORTH END DAM AND LB1917'ABOUT 17 FEET WEST OF THE CENTER LINE OF THE BRIDGE OVER LB1917'DRAINAGE DITCH AT HIGHWAY STATION 265 + 05.85, SECTION 136 BR. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1923 *********************************************************************** LB1923 DESIGNATION - K 25 RESET 1961 LB1923 PID - LB1923 LB1923 STATE/COUNTY- IL/IROQUOIS LB1923 USGS QUAD - CRESCENT CITY (1986) LB1923 LB1923 *CURRENT SURVEY CONTROL LB1923 ___________________________________________________________________ LB1923* NAD 83(1986)- 40 48 16. (N) 087 51 47. (W) SCALED LB1923* NAVD 88 - 193.98 (meters) 636.4 (feet) RESET LB1923 ___________________________________________________________________ LB1923 GEOID HEIGHT- -32.64 (meters) GEOID03 LB1923 LB1923 VERT ORDER - THIRD LB1923 LB1923.The horizontal coordinates were scaled from a topographic map and have LB1923.an estimated accuracy of +/- 6 seconds. LB1923 LB1923.The orthometric height was computed from unverified reset data. LB1923.No vertical observational check was made to the station. LB1923 LB1923.The geoid height was determined by GEOID03. LB1923 LB1923; North East Units Estimated Accuracy LB1923;SPC IL E - 459,430. 339,680. MT (+/- 180 meters Scaled) LB1923 LB1923 SUPERSEDED SURVEY CONTROL LB1923 LB1923 NGVD 29 (??/??/??) 194.05 (m) 636.6 (f) RESET 3 LB1923 LB1923.Superseded values are not recommended for survey control. LB1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1923.See file dsdata.txt to determine how the superseded data were derived. LB1923 LB1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL272174(NAD 83) LB1923_MARKER: DB = BENCH MARK DISK LB1923_SETTING: 30 = SET IN A LIGHT STRUCTURE LB1923_SP_SET: CONCRETE HANDRAIL POST LB1923_STAMPING: K 25 1934 RESET 1961 LB1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1923 LB1923 HISTORY - Date Condition Report By LB1923 HISTORY - 1961 MONUMENTED ILDPW LB1923 LB1923 STATION DESCRIPTION LB1923 LB1923'DESCRIBED BY ILLINOIS DEPARTMENT OF PUBLIC WORKS 1961 LB1923'2 MI N FROM CRESCENT CITY. LB1923'ABOUT 2 MILES NORTH OF CRESCENT CITY ON RTE 49, PLACED IN CONCRETE LB1923'HANDRAIL POST AT NORTH WEST CORNER OF BRIDGE STATION 1120+99.37 LB1923'SBI 49 SECTION 137 BR, IROQUOIS COUNTY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1947 *********************************************************************** LB1947 DESIGNATION - K 41 RESET 1946 LB1947 PID - LB1947 LB1947 STATE/COUNTY- IL/IROQUOIS LB1947 USGS QUAD - WATSEKA (1964) LB1947 LB1947 *CURRENT SURVEY CONTROL LB1947 ___________________________________________________________________ LB1947* NAD 83(1986)- 40 46 27. (N) 087 40 18. (W) SCALED LB1947* NAVD 88 - 206.28 (meters) 676.8 (feet) RESET LB1947 ___________________________________________________________________ LB1947 GEOID HEIGHT- -32.91 (meters) GEOID03 LB1947 LB1947 VERT ORDER - THIRD LB1947 LB1947.The horizontal coordinates were scaled from a topographic map and have LB1947.an estimated accuracy of +/- 6 seconds. LB1947 LB1947.The orthometric height was computed from unverified reset data. LB1947.No vertical observational check was made to the station. LB1947 LB1947.The geoid height was determined by GEOID03. LB1947 LB1947; North East Units Estimated Accuracy LB1947;SPC IL E - 456,170. 355,860. MT (+/- 180 meters Scaled) LB1947 LB1947 SUPERSEDED SURVEY CONTROL LB1947 LB1947 NGVD 29 (??/??/??) 206.35 (m) 677.0 (f) RESET 3 LB1947 LB1947.Superseded values are not recommended for survey control. LB1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1947.See file dsdata.txt to determine how the superseded data were derived. LB1947 LB1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL433139(NAD 83) LB1947_MARKER: DB = BENCH MARK DISK LB1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1947_STAMPING: K 41 RESET 1946 LB1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1947+STABILITY: SURFACE MOTION LB1947 LB1947 HISTORY - Date Condition Report By LB1947 HISTORY - 1946 MONUMENTED ILHD LB1947 LB1947 STATION DESCRIPTION LB1947 LB1947'DESCRIBED BY IL HIGHWAY DEPT 1946 LB1947'2 MI W FROM EASTBURN. LB1947'2.0 MILES WEST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD LB1947'FROM THE STATION AT EASTBURN, IROQUOIS COUNTY, 11-1/2 POLES EAST LB1947'OF MILEPOST 8, 20 FEET EAST OF A CULVERT UNDER U.S. HIGHWAY 24, LB1947'21 FEET NORTH OF THE NORTHEAST CORNER OF SECTION 2, T 26 N, LB1947'R 12 W, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE. A STANDARD LB1947'DISK, STAMPED K 41 RESET 1946 AND SET IN THE TOP OF A CONCRETE LB1947'POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2082 *********************************************************************** LB2082 DESIGNATION - L 25 RESET 1978 LB2082 PID - LB2082 LB2082 STATE/COUNTY- IL/IROQUOIS LB2082 USGS QUAD - CRESCENT CITY (1986) LB2082 LB2082 *CURRENT SURVEY CONTROL LB2082 ___________________________________________________________________ LB2082* NAD 83(1986)- 40 49 27. (N) 087 51 50. (W) SCALED LB2082* NAVD 88 - 196.04 (+/-2cm) 643.2 (feet) VERTCON LB2082 ___________________________________________________________________ LB2082 GEOID HEIGHT- -32.64 (meters) GEOID03 LB2082 LB2082 VERT ORDER - THIRD (See Below) LB2082 LB2082.The horizontal coordinates were scaled from a topographic map and have LB2082.an estimated accuracy of +/- 6 seconds. LB2082 LB2082.The NAVD 88 height was computed by applying the VERTCON shift value to LB2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2082.The vertical order pertains to the NGVD 29 superseded value. LB2082 LB2082.The geoid height was determined by GEOID03. LB2082 LB2082; North East Units Estimated Accuracy LB2082;SPC IL E - 461,620. 339,600. MT (+/- 180 meters Scaled) LB2082 LB2082 SUPERSEDED SURVEY CONTROL LB2082 LB2082 NGVD 29 (06/09/05) 196.11 (m) 643.4 (f) RESET 3 LB2082 LB2082.Superseded values are not recommended for survey control. LB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2082.See file dsdata.txt to determine how the superseded data were derived. LB2082 LB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271195(NAD 83) LB2082_MARKER: DB = BENCH MARK DISK LB2082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2082_SP_SET: HEADWALL LB2082_STAMPING: L 25 RESET 1978 LB2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2082+STABILITY: SURFACE MOTION LB2082 LB2082 HISTORY - Date Condition Report By LB2082 HISTORY - 1978 MONUMENTED NGS LB2082 LB2082 STATION DESCRIPTION LB2082 LB2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 LB2082'3.75 MI NORTH FROM CRESCENT CITY. LB2082'3.75 MILES NORTH ALONG STATE HIGHWAY 49 WITH ITS JUNCTION WITH U.S. LB2082'HIGHWAY 24 IN CRESCENT CITY, IN THE TOP AND NEAR THE CENTER OF A WEST LB2082'HEADWALL OF AN 18-INCH PIPE CULVERT, AND 29 FEET WEST OF THE LB2082'CENTERLINE OF THE HIGHWAY. LB2082'THE MARK IS 4.5 FT N FROM A WITNESS POST. LB2082'THE MARK IS 1 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2713 *********************************************************************** LB2713 DESIGNATION - L 41 RESET LB2713 PID - LB2713 LB2713 STATE/COUNTY- IL/IROQUOIS LB2713 USGS QUAD - WATSEKA (1964) LB2713 LB2713 *CURRENT SURVEY CONTROL LB2713 ___________________________________________________________________ LB2713* NAD 83(1986)- 40 46 32. (N) 087 42 50. (W) SCALED LB2713* NAVD 88 - 194.55 (meters) 638.3 (feet) RESET LB2713 ___________________________________________________________________ LB2713 GEOID HEIGHT- -32.85 (meters) GEOID03 LB2713 LB2713 VERT ORDER - THIRD LB2713 LB2713.The horizontal coordinates were scaled from a topographic map and have LB2713.an estimated accuracy of +/- 6 seconds. LB2713 LB2713.The orthometric height was computed from unverified reset data. LB2713.No vertical observational check was made to the station. LB2713 LB2713.The geoid height was determined by GEOID03. LB2713 LB2713; North East Units Estimated Accuracy LB2713;SPC IL E - 456,300. 352,290. MT (+/- 180 meters Scaled) LB2713 LB2713 SUPERSEDED SURVEY CONTROL LB2713 LB2713 NGVD 29 (06/09/05) 194.62 (m) 638.5 (f) RESET 3 LB2713 LB2713.Superseded values are not recommended for survey control. LB2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2713.See file dsdata.txt to determine how the superseded data were derived. LB2713 LB2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL397140(NAD 83) LB2713_MARKER: DV = VERTICAL CONTROL DISK LB2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB2713_SP_SET: CONCRETE POST LB2713_STAMPING: L 41 RESET 1990 LB2713_MARK LOGO: NGS LB2713_MAGNETIC: N = NO MAGNETIC MATERIAL LB2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2713+STABILITY: SURFACE MOTION LB2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR LB2713+SATELLITE: SATELLITE OBSERVATIONS - 1990 LB2713 LB2713 HISTORY - Date Condition Report By LB2713 HISTORY - 1990 MONUMENTED ILDT LB2713 LB2713 STATION DESCRIPTION LB2713 LB2713'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1990 LB2713'ABOUT 1.1 MI (1.8 KM) EAST ALONG U. S. ROUTE 24 FROM THE POST OFFICE LB2713'AT WATSEKA, 2 POLES EAST OF MILEPOST 10 ON THE TOLEDO, PEORIA, AND LB2713'WESTERN RAILROAD, 18.3 M (60.0 FT) NORTH OF THE CENTERLINE OF THE LB2713'TRACK, 7.2 M (23.6 FT) SOUTH OF THE CENTERLINE OF ROUTE 24, SET IN LB2713'THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0055 *********************************************************************** LC0055 DESIGNATION - LODA RM 3 LC0055 PID - LC0055 LC0055 STATE/COUNTY- IL/IROQUOIS LC0055 USGS QUAD - BUCKLEY (1986) LC0055 LC0055 *CURRENT SURVEY CONTROL LC0055 ___________________________________________________________________ LC0055* NAD 83(1986)- 40 32 44. (N) 088 03 34. (W) SCALED LC0055* NAVD 88 - 224.23 (meters) 735.7 (feet) RESET LC0055 ___________________________________________________________________ LC0055 GEOID HEIGHT- -32.32 (meters) GEOID03 LC0055 LC0055 VERT ORDER - THIRD LC0055 LC0055.The horizontal coordinates were scaled from a topographic map and have LC0055.an estimated accuracy of +/- 6 seconds. LC0055 LC0055.The orthometric height was computed from unverified reset data. LC0055 LC0055.The geoid height was determined by GEOID03. LC0055 LC0055; North East Units Estimated Accuracy LC0055;SPC IL E - 430,610. 323,200. MT (+/- 180 meters Scaled) LC0055 LC0055 SUPERSEDED SURVEY CONTROL LC0055 LC0055.No superseded survey control is available for this station. LC0055 LC0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK102888(NAD 83) LC0055_MARKER: DR = REFERENCE MARK DISK LC0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0055_STAMPING: LODA 1959 NO 3 1969 LC0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0055+STABILITY: SURFACE MOTION LC0055 LC0055 HISTORY - Date Condition Report By LC0055 HISTORY - 1969 MONUMENTED CGS LC0055 LC0055 STATION DESCRIPTION LC0055 LC0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 LC0055'2 MI N FROM LODA. LC0055'ABOUT 2.0 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE LC0055'AT LODA, 192 FEET SOUTH OF THE CENTERLINE OF A PAVED ROAD LC0055'EAST, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT LC0055'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE LC0055'POST WHICH PROJECTS 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2081 *********************************************************************** LB2081 DESIGNATION - M 25 RESET 1978 LB2081 PID - LB2081 LB2081 STATE/COUNTY- IL/IROQUOIS LB2081 USGS QUAD - CRESCENT CITY (1986) LB2081 LB2081 *CURRENT SURVEY CONTROL LB2081 ___________________________________________________________________ LB2081* NAD 83(1986)- 40 50 47. (N) 087 51 51. (W) SCALED LB2081* NAVD 88 - 195.47 (+/-2cm) 641.3 (feet) VERTCON LB2081 ___________________________________________________________________ LB2081 GEOID HEIGHT- -32.64 (meters) GEOID03 LB2081 LB2081 VERT ORDER - THIRD (See Below) LB2081 LB2081.The horizontal coordinates were scaled from a topographic map and have LB2081.an estimated accuracy of +/- 6 seconds. LB2081 LB2081.The NAVD 88 height was computed by applying the VERTCON shift value to LB2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2081.The vertical order pertains to the NGVD 29 superseded value. LB2081 LB2081.The geoid height was determined by GEOID03. LB2081 LB2081; North East Units Estimated Accuracy LB2081;SPC IL E - 464,090. 339,560. MT (+/- 180 meters Scaled) LB2081 LB2081 SUPERSEDED SURVEY CONTROL LB2081 LB2081 NGVD 29 (06/09/05) 195.55 (m) 641.6 (f) RESET 3 LB2081 LB2081.Superseded values are not recommended for survey control. LB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2081.See file dsdata.txt to determine how the superseded data were derived. LB2081 LB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271220(NAD 83) LB2081_MARKER: DB = BENCH MARK DISK LB2081_SETTING: 0 = UNSPECIFIED SETTING LB2081_STAMPING: M 25 RESET 1978 LB2081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB2081 LB2081 HISTORY - Date Condition Report By LB2081 HISTORY - 1978 MONUMENTED NGS LB2081 LB2081 STATION DESCRIPTION LB2081 LB2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 LB2081'5.3 MI NORTH FROM CRESCENT CITY. LB2081'FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 49 AT THE LB2081'NORTHWEST EDGE OF CRESCENT CITY, THENCE NORTH ALONG HIGHWAY 49 FOR 5.3 LB2081'MILES, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF LB2081'A POWER POLE. LB2081'THE MARK IS 1.0 FT S FROM A WITNESS POST. LB2081'THE MARK IS 2 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1622 *********************************************************************** LC1622 DESIGNATION - ONARGA RM 3 LC1622 PID - LC1622 LC1622 STATE/COUNTY- IL/IROQUOIS LC1622 USGS QUAD - ONARGA WEST (1986) LC1622 LC1622 *CURRENT SURVEY CONTROL LC1622 ___________________________________________________________________ LC1622* NAD 83(1986)- 40 42 39. (N) 088 01 43. (W) SCALED LC1622* NAVD 88 - 205.74 (meters) 675.0 (feet) RESET LC1622 ___________________________________________________________________ LC1622 GEOID HEIGHT- -32.40 (meters) GEOID03 LC1622 LC1622 VERT ORDER - THIRD LC1622 LC1622.The horizontal coordinates were scaled from a topographic map and have LC1622.an estimated accuracy of +/- 6 seconds. LC1622 LC1622.The orthometric height was computed from unverified reset data. LC1622.No vertical observational check was made to the station. LC1622 LC1622.The geoid height was determined by GEOID03. LC1622 LC1622; North East Units Estimated Accuracy LC1622;SPC IL E - 448,980. 325,750. MT (+/- 180 meters Scaled) LC1622 LC1622 SUPERSEDED SURVEY CONTROL LC1622 LC1622 NGVD 29 (06/09/05) 205.81 (m) 675.2 (f) RESET 3 LC1622 LC1622.Superseded values are not recommended for survey control. LC1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1622.See file dsdata.txt to determine how the superseded data were derived. LC1622 LC1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL131071(NAD 83) LC1622_MARKER: Z = SEE DESCRIPTION LC1622_SETTING: 0 = UNSPECIFIED SETTING LC1622_STAMPING: ONARGA 1959 NO 3 1978 LC1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC1622 LC1622 HISTORY - Date Condition Report By LC1622 HISTORY - 1978 MONUMENTED NGS LC1622 LC1622 STATION DESCRIPTION LC1622 LC1622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 LC1622'1.2 MI SW FROM ONARGA. LC1622'1.0 MILE WEST ALONG SEMINARY AVENUE IN ONARGA FROM THE POST OFFICE, TO LC1622'THE OVERPASS OF INTERSTATE 57, THENCE 0.2 WEST TO A CROSSROADS, THENCE LC1622'ALONG PAVED ROAD 0.3 MILE, 14 FEET OF CENTERLINE OF ROAD, 1 FOOT WEST LC1622'OF FENCE, AND IS A 3 FOOT ALUMINUM MARKER. LC1622'THE MARK IS 1 FT N FROM A WITNESS POST. LC1622'THE MARK IS ABOVE LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1621 *********************************************************************** LC1621 DESIGNATION - ONARGA RM 4 LC1621 PID - LC1621 LC1621 STATE/COUNTY- IL/IROQUOIS LC1621 USGS QUAD - ONARGA WEST (1986) LC1621 LC1621 *CURRENT SURVEY CONTROL LC1621 ___________________________________________________________________ LC1621* NAD 83(1986)- 40 42 39. (N) 088 01 43. (W) SCALED LC1621* NAVD 88 - 205.70 (meters) 674.9 (feet) RESET LC1621 ___________________________________________________________________ LC1621 GEOID HEIGHT- -32.40 (meters) GEOID03 LC1621 LC1621 VERT ORDER - THIRD LC1621 LC1621.The horizontal coordinates were scaled from a topographic map and have LC1621.an estimated accuracy of +/- 6 seconds. LC1621 LC1621.The orthometric height was computed from unverified reset data. LC1621.No vertical observational check was made to the station. LC1621 LC1621.The geoid height was determined by GEOID03. LC1621 LC1621; North East Units Estimated Accuracy LC1621;SPC IL E - 448,980. 325,750. MT (+/- 180 meters Scaled) LC1621 LC1621 SUPERSEDED SURVEY CONTROL LC1621 LC1621 NGVD 29 (06/09/05) 205.77 (m) 675.1 (f) RESET 3 LC1621 LC1621.Superseded values are not recommended for survey control. LC1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1621.See file dsdata.txt to determine how the superseded data were derived. LC1621 LC1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL131071(NAD 83) LC1621_MARKER: Z = SEE DESCRIPTION LC1621_SETTING: 0 = UNSPECIFIED SETTING LC1621_STAMPING: ONARGA 1959 NO 4 1978 LC1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LC1621 LC1621 HISTORY - Date Condition Report By LC1621 HISTORY - 1978 MONUMENTED NGS LC1621 LC1621 STATION DESCRIPTION LC1621 LC1621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 LC1621'1.2 MI SW FROM ONARGA. LC1621'1.0 MILE WEST ALONG SEMINARY AVENUE IN ONARGA FROM THE POST OFFICE, TO LC1621'THE OVERPASS OF INTERSTATE HIGHWAY 57, THENCE WEST 0.2 MILE TO A LC1621'CROSSROADS, THENCE SOUTH ALONG A PAVED ROAD FOR 0.3 MILE, 14 FEET EAST LC1621'OF CENTERLINE OF ROAD, 1 FOOT WEST OF FENCE, AND IS AN ALUMINUM LC1621'MARKER. LC1621'THE MARK IS 1 FT N FROM A WITNESS POST. LC1621'THE MARK IS ABOVE LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1928 *********************************************************************** LB1928 DESIGNATION - P 25 RESET 1952 LB1928 PID - LB1928 LB1928 STATE/COUNTY- IL/IROQUOIS LB1928 USGS QUAD - L'ERABLE (1986) LB1928 LB1928 *CURRENT SURVEY CONTROL LB1928 ___________________________________________________________________ LB1928* NAD 83(1986)- 40 54 23. (N) 087 51 55. (W) SCALED LB1928* NAVD 88 - 192.33 (meters) 631.0 (feet) RESET LB1928 ___________________________________________________________________ LB1928 GEOID HEIGHT- -32.65 (meters) GEOID03 LB1928 LB1928 VERT ORDER - THIRD LB1928 LB1928.The horizontal coordinates were scaled from a topographic map and have LB1928.an estimated accuracy of +/- 6 seconds. LB1928 LB1928.The orthometric height was computed from unverified reset data. LB1928.No vertical observational check was made to the station. LB1928 LB1928.The geoid height was determined by GEOID03. LB1928 LB1928; North East Units Estimated Accuracy LB1928;SPC IL E - 470,750. 339,440. MT (+/- 180 meters Scaled) LB1928 LB1928 SUPERSEDED SURVEY CONTROL LB1928 LB1928 NGVD 29 (??/??/??) 192.41 (m) 631.3 (f) RESET 3 LB1928 LB1928.Superseded values are not recommended for survey control. LB1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1928.See file dsdata.txt to determine how the superseded data were derived. LB1928 LB1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL271287(NAD 83) LB1928_MARKER: DB = BENCH MARK DISK LB1928_SETTING: 36 = SET IN A MASSIVE STRUCTURE LB1928_SP_SET: BRIDGE ABUTMENT LB1928_STAMPING: P 25 RESET 1952 LB1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LB1928 LB1928 HISTORY - Date Condition Report By LB1928 HISTORY - 1952 MONUMENTED CGS LB1928 HISTORY - 1954 GOOD NGS LB1928 LB1928 STATION DESCRIPTION LB1928 LB1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 LB1928'9.4 MI N FROM CRESCENT CITY. LB1928'ABOUT 9.4 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE INTERSECTION LB1928'OF U.S. HIGHWAY 24 AT CRESCENT CITY, ABOUT 0.3 MILE NORTH OF LB1928'JUNCTION OF A ROAD WEST TO L ERABLE, IN THE TOP OF THE EAST END LB1928'OF SOUTH CONCRETE ABUTMENT OF A 60-FOOT CONCRETE BRIDGE OVER LB1928'PRARIE CREEK, 24 FEET EAST OF CENTER LINE OF HIGHWAY, 1 FOOT LB1928'EAST OF CONCRETE BANISTER AND ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1955 *********************************************************************** LB1955 DESIGNATION - Q 41 RESET LB1955 PID - LB1955 LB1955 STATE/COUNTY- IL/IROQUOIS LB1955 USGS QUAD - CRESCENT CITY (1986) LB1955 LB1955 *CURRENT SURVEY CONTROL LB1955 ___________________________________________________________________ LB1955* NAD 83(1986)- 40 46 14. (N) 087 50 11. (W) SCALED LB1955* NAVD 88 - 195.70 (meters) 642.1 (feet) RESET LB1955 ___________________________________________________________________ LB1955 GEOID HEIGHT- -32.68 (meters) GEOID03 LB1955 LB1955 VERT ORDER - THIRD LB1955 LB1955.The horizontal coordinates were scaled from a topographic map and have LB1955.an estimated accuracy of +/- 6 seconds. LB1955 LB1955.The orthometric height was computed from unverified reset data. LB1955 LB1955.The geoid height was determined by GEOID03. LB1955 LB1955; North East Units Estimated Accuracy LB1955;SPC IL E - 455,680. 341,950. MT (+/- 180 meters Scaled) LB1955 LB1955 SUPERSEDED SURVEY CONTROL LB1955 LB1955.No superseded survey control is available for this station. LB1955 LB1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL294136(NAD 83) LB1955_MARKER: DB = BENCH MARK DISK LB1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1955_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1955_STAMPING: Q 41 RESET 1946 LB1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1955+STABILITY: SURFACE MOTION LB1955 LB1955 HISTORY - Date Condition Report By LB1955 HISTORY - 1946 MONUMENTED ILHD LB1955 HISTORY - 1984 GOOD USPSQD LB1955 LB1955 STATION DESCRIPTION LB1955 LB1955'DESCRIBED BY IL HIGHWAY DEPT 1946 LB1955'0.9 MI E FROM CRESCENT CITY. LB1955'0.9 MILE EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD LB1955'FROM THE STATION AT CRESCENT CITY, IROQUOIS COUNTY, 11 POLES LB1955'WEST OF MILEPOST 16, SOUTH OF THE TRACK, ABOUT 385 FEET EAST OF LB1955'THE NORTHWEST CORNER OF SECTION 4, T 26 N, R 14 W, SECOND PRINCIPAL LB1955'MERIDIAN, 14 FEET WEST OF A CULVERT UNDER U.S. HIGHWAY 24, AND LB1955'28.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD LB1955'DISK, STAMPED Q 41 RESET 1946 AND SET IN THE TOP OF A CONCRETE LB1955'POST. LB1955 LB1955 STATION RECOVERY (1984) LB1955 LB1955'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB) LB1955'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0048 *********************************************************************** LC0048 DESIGNATION - R 201 RESET 1969 LC0048 PID - LC0048 LC0048 STATE/COUNTY- IL/IROQUOIS LC0048 USGS QUAD - BUCKLEY (1986) LC0048 LC0048 *CURRENT SURVEY CONTROL LC0048 ___________________________________________________________________ LC0048* NAD 83(1986)- 40 31 02. (N) 088 05 09. (W) SCALED LC0048* NAVD 88 - 231.96 (meters) 761.0 (feet) RESET LC0048 ___________________________________________________________________ LC0048 GEOID HEIGHT- -32.28 (meters) GEOID03 LC0048 LC0048 VERT ORDER - THIRD LC0048 LC0048.The horizontal coordinates were scaled from a topographic map and have LC0048.an estimated accuracy of +/- 6 seconds. LC0048 LC0048.The orthometric height was computed from unverified reset data. LC0048 LC0048.The geoid height was determined by GEOID03. LC0048 LC0048; North East Units Estimated Accuracy LC0048;SPC IL E - 427,460. 320,970. MT (+/- 180 meters Scaled) LC0048 LC0048 SUPERSEDED SURVEY CONTROL LC0048 LC0048.No superseded survey control is available for this station. LC0048 LC0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK080857(NAD 83) LC0048_MARKER: DB = BENCH MARK DISK LC0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0048_STAMPING: R 201 RESET 1969 LC0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0048+STABILITY: SURFACE MOTION LC0048 LC0048 HISTORY - Date Condition Report By LC0048 HISTORY - 1969 MONUMENTED CGS LC0048 LC0048 STATION DESCRIPTION LC0048 LC0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 LC0048'0.8 MI W FROM LODA. LC0048'0.1 MILE SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE AT LC0048'LODA, THENCE 0.75 MILE WEST ALONG ASPHALT ROAD TO MARK ON THE LC0048'RIGHT, 52 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, LC0048'36 FEET SOUTH OF A GAS PUMP, 17 FEET WEST OF THE CENTERLINE OF A LC0048'DRIVEWAY, 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 89 FEET LC0048'NORTH OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A ROUND LC0048'CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2076 *********************************************************************** LB2076 DESIGNATION - R 202 RESET 1977 LB2076 PID - LB2076 LB2076 STATE/COUNTY- IL/IROQUOIS LB2076 USGS QUAD - GILMAN (1986) LB2076 LB2076 *CURRENT SURVEY CONTROL LB2076 ___________________________________________________________________ LB2076* NAD 83(1986)- 40 49 03. (N) 087 58 48. (W) SCALED LB2076* NAVD 88 - 196.40 (+/-2cm) 644.4 (feet) VERTCON LB2076 ___________________________________________________________________ LB2076 GEOID HEIGHT- -32.49 (meters) GEOID03 LB2076 LB2076 VERT ORDER - THIRD (See Below) LB2076 LB2076.The horizontal coordinates were scaled from a topographic map and have LB2076.an estimated accuracy of +/- 6 seconds. LB2076 LB2076.The NAVD 88 height was computed by applying the VERTCON shift value to LB2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) LB2076.The vertical order pertains to the NGVD 29 superseded value. LB2076 LB2076.The geoid height was determined by GEOID03. LB2076 LB2076; North East Units Estimated Accuracy LB2076;SPC IL E - 460,840. 329,810. MT (+/- 180 meters Scaled) LB2076 LB2076 SUPERSEDED SURVEY CONTROL LB2076 LB2076 NGVD 29 (06/09/05) 196.47 (m) 644.6 (f) RESET 3 LB2076 LB2076.Superseded values are not recommended for survey control. LB2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2076.See file dsdata.txt to determine how the superseded data were derived. LB2076 LB2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL173189(NAD 83) LB2076_MARKER: DB = BENCH MARK DISK LB2076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2076_SP_SET: WINGWALL LB2076_STAMPING: R 202 RESET 1977 LB2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2076+STABILITY: SURFACE MOTION LB2076 LB2076 HISTORY - Date Condition Report By LB2076 HISTORY - 1977 MONUMENTED ILDT LB2076 LB2076 STATION DESCRIPTION LB2076 LB2076'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1977 LB2076'0.3 MI SOUTH FROM DANFORTH. LB2076'0.3 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE CENTRAL RAILWAY STATION LB2076'IN DANFORTH AND IN TOP OF SOUTHWEST END OF THE WINGWALL AT THE LB2076'NORTHEAST CORNER OF A 26 FOOT CONCRETE BRIDGE, 18 FEET EAST CENTERLINE LB2076'OF HIGHWAY. LB2076'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1640 *********************************************************************** LC1640 DESIGNATION - SPRING AZ MK 2 LC1640 PID - LC1640 LC1640 STATE/COUNTY- IL/IROQUOIS LC1640 USGS QUAD - PAXTON (1984) LC1640 LC1640 *CURRENT SURVEY CONTROL LC1640 ___________________________________________________________________ LC1640* NAD 83(1986)- 40 29 20. (N) 088 05 52. (W) SCALED LC1640* NAVD 88 - 239.81 (meters) 786.8 (feet) RESET LC1640 ___________________________________________________________________ LC1640 GEOID HEIGHT- -32.27 (meters) GEOID03 LC1640 LC1640 VERT ORDER - THIRD LC1640 LC1640.The horizontal coordinates were scaled from a topographic map and have LC1640.an estimated accuracy of +/- 6 seconds. LC1640 LC1640.The orthometric height was computed from unverified reset data. LC1640.No vertical observational check was made to the station. LC1640 LC1640.The geoid height was determined by GEOID03. LC1640 LC1640; North East Units Estimated Accuracy LC1640;SPC IL E - 424,310. 319,970. MT (+/- 180 meters Scaled) LC1640 LC1640 SUPERSEDED SURVEY CONTROL LC1640 LC1640.No superseded survey control is available for this station. LC1640 LC1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK069826(NAD 83) LC1640_MARKER: DZ = AZIMUTH MARK DISK LC1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC1640_STAMPING: SPRING 1959 NO 2 1983 LC1640_PROJECTION: FLUSH LC1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1640+STABILITY: SURFACE MOTION LC1640 LC1640 HISTORY - Date Condition Report By LC1640 HISTORY - 1983 MONUMENTED NGS LC1640 LC1640 STATION DESCRIPTION LC1640 LC1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 LC1640'4.6 KM (2.85 MI) NW FROM PAXTON. LC1640'FROM THE POST OFFICE IN PAXTON, AT THE JUNCTION OF MARKET STREET LC1640'AND CENTER STREET, GO WEST ALONG CENTER STREET FOR 0.32 KM (0.2 MI) LC1640'TO THE JUNCTION OF AMERICAN STREET, TURN RIGHT AND GO NORTH ALONG LC1640'AMERICAN STREET FOR 1.05 KM (0.65 MI) TO WHERE ROAD MAKES AN S LC1640'CURVE AND IS NOW COUNTY ROUTE 100 E, BAYLES LAKE ROAD, CONTINUE LC1640'NORTH FOR 2.02 KM (1.25 MI) TO OVERPASS OVER INTERSTATE 57, CONTINUE LC1640'NORTH ALONG COUNTY ROUTE 100 E FOR 1.22 KM (0.75 MI) TO MARK ON LC1640'RIGHT, 10.4 METERS (34.0 FEET) EAST OF THE CENTER OF COUNTY ROUTE LC1640'100E, AND 0.8 METERS (2.8 FEET) SOUTH OF A UTILITY POLE. LC1640'THE MARK IS 1.0 FT W FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0061 *********************************************************************** LC0061 DESIGNATION - U 201 RESET 1969 LC0061 PID - LC0061 LC0061 STATE/COUNTY- IL/IROQUOIS LC0061 USGS QUAD - BUCKLEY (1986) LC0061 LC0061 *CURRENT SURVEY CONTROL LC0061 ___________________________________________________________________ LC0061* NAD 83(1986)- 40 33 38. (N) 088 03 35. (W) SCALED LC0061* NAVD 88 - 218.99 (meters) 718.5 (feet) RESET LC0061 ___________________________________________________________________ LC0061 GEOID HEIGHT- -32.32 (meters) GEOID03 LC0061 LC0061 VERT ORDER - THIRD LC0061 LC0061.The horizontal coordinates were scaled from a topographic map and have LC0061.an estimated accuracy of +/- 6 seconds. LC0061 LC0061.The orthometric height was computed from unverified reset data. LC0061 LC0061.The geoid height was determined by GEOID03. LC0061 LC0061; North East Units Estimated Accuracy LC0061;SPC IL E - 432,280. 323,170. MT (+/- 180 meters Scaled) LC0061 LC0061 SUPERSEDED SURVEY CONTROL LC0061 LC0061.No superseded survey control is available for this station. LC0061 LC0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK102905(NAD 83) LC0061_MARKER: DB = BENCH MARK DISK LC0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0061_STAMPING: U 201 RESET 1969 LC0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0061+STABILITY: SURFACE MOTION LC0061 LC0061 HISTORY - Date Condition Report By LC0061 HISTORY - 1969 MONUMENTED CGS LC0061 LC0061 STATION DESCRIPTION LC0061 LC0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 LC0061'3 MI S FROM BUCKLEY. LC0061'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE LC0061'AT BUCKLEY, THENCE WEST ALONG GRAVELED ROAD 0.35 MILES TO LC0061'INTERSTATE HIGHWAY 57 AND THE MARK, 32 FEET NORTHEAST OF A POWER LC0061'POLE, 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET LC0061'EAST OF THE EAST RIGHT-OF-WAY FENCE OF I 57, 16 FEET WEST OF LC0061'A POWER POLE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF A METAL LC0061'WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING LC0061'6 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1975 *********************************************************************** LB1975 DESIGNATION - U 202 RESET 1967 LB1975 PID - LB1975 LB1975 STATE/COUNTY- IL/IROQUOIS LB1975 USGS QUAD - GILMAN (1986) LB1975 LB1975 *CURRENT SURVEY CONTROL LB1975 ___________________________________________________________________ LB1975* NAD 83(1986)- 40 50 22. (N) 087 59 42. (W) SCALED LB1975* NAVD 88 - 202.17 (meters) 663.3 (feet) RESET LB1975 ___________________________________________________________________ LB1975 GEOID HEIGHT- -32.47 (meters) GEOID03 LB1975 LB1975 VERT ORDER - THIRD LB1975 LB1975.The horizontal coordinates were scaled from a topographic map and have LB1975.an estimated accuracy of +/- 6 seconds. LB1975 LB1975.The orthometric height was computed from unverified reset data. LB1975 LB1975.The geoid height was determined by GEOID03. LB1975 LB1975; North East Units Estimated Accuracy LB1975;SPC IL E - 463,270. 328,530. MT (+/- 180 meters Scaled) LB1975 LB1975 SUPERSEDED SURVEY CONTROL LB1975 LB1975.No superseded survey control is available for this station. LB1975 LB1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL161214(NAD 83) LB1975_MARKER: DB = BENCH MARK DISK LB1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1975_STAMPING: U 202 RESET 1967 LB1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1975+STABILITY: SURFACE MOTION LB1975 LB1975 HISTORY - Date Condition Report By LB1975 HISTORY - 1967 MONUMENTED CGS LB1975 LB1975 STATION DESCRIPTION LB1975 LB1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 LB1975'3 MI NW FROM DANFORTH. LB1975'TO REACH THE MARK FROM THE INTERSECTION OF SECOND STREET AND LB1975'W NORTH STREET AT THE NORTHWEST EDGE OF DANFORTH, GO NORTH ON LB1975'SECOND STREET FOR 1.0 MILE TO A PAVED CROSSROAD. TURN LEFT AND LB1975'GO WEST ON THE PAVED ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT. LB1975'NOTE-- THE MARK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT LB1975'WHICH PROJECTS 5 INCHES. IT IS 32 FEET SOUTH OF THE CENTERLINE LB1975'OF A PAVED ROAD, 25 FEET EAST OF THE CENTERLINE OF A DRIVEWAY, LB1975'9 FEET NORTHEAST OF A POWER POLE AND 1 FOOT WEST OF A METAL LB1975'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1936 *********************************************************************** LB1936 DESIGNATION - U 41 RESET 1946 LB1936 PID - LB1936 LB1936 STATE/COUNTY- IL/IROQUOIS LB1936 USGS QUAD - GILMAN (1986) LB1936 LB1936 *CURRENT SURVEY CONTROL LB1936 ___________________________________________________________________ LB1936* NAD 83(1986)- 40 46 04. (N) 087 57 26. (W) SCALED LB1936* NAVD 88 - 194.31 (meters) 637.5 (feet) RESET LB1936 ___________________________________________________________________ LB1936 GEOID HEIGHT- -32.52 (meters) GEOID03 LB1936 LB1936 VERT ORDER - THIRD LB1936 LB1936.The horizontal coordinates were scaled from a topographic map and have LB1936.an estimated accuracy of +/- 6 seconds. LB1936 LB1936.The orthometric height was computed from unverified reset data. LB1936.No vertical observational check was made to the station. LB1936 LB1936.The geoid height was determined by GEOID03. LB1936 LB1936; North East Units Estimated Accuracy LB1936;SPC IL E - 455,320. 331,750. MT (+/- 180 meters Scaled) LB1936 LB1936 SUPERSEDED SURVEY CONTROL LB1936 LB1936 NGVD 29 (??/??/??) 194.38 (m) 637.7 (f) RESET 3 LB1936 LB1936.Superseded values are not recommended for survey control. LB1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1936.See file dsdata.txt to determine how the superseded data were derived. LB1936 LB1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDL192134(NAD 83) LB1936_MARKER: DB = BENCH MARK DISK LB1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LB1936_SP_SET: SET IN TOP OF CONCRETE MONUMENT LB1936_STAMPING: U 41 RESET 1946 LB1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB1936+STABILITY: SURFACE MOTION LB1936 LB1936 HISTORY - Date Condition Report By LB1936 HISTORY - 1946 MONUMENTED ILHD LB1936 HISTORY - 1984 POOR USPSQD LB1936 LB1936 STATION DESCRIPTION LB1936 LB1936'DESCRIBED BY IL HIGHWAY DEPT 1946 LB1936'2.1 MI E FROM GILMAN. LB1936'2.1 MILES EAST ALONG THE TOLEDO, PEORIA AND WESTERN RAILROAD FROM LB1936'THE STATION AT GILMAN, IROQUOIS COUNTY, 11 POLES EAST OF MILEPOST LB1936'23, 0.6 MILE WEST OF THE SOUTHEAST CORNER OF SECTION 33, T 27 N, LB1936'R 13 W, SECOND PRIME MERIDIAN, ABOUT 325 FEET EAST OF A ROAD LB1936'CROSSING, SOUTH OF THE TRACK, 20 FEET WEST OF A CULVERT UNDER LB1936'U.S. HIGHWAY 24, AND 28.4 FEET NORTH OF THE CENTERLINE OF THE LB1936'HIGHWAY. A STANDARD DISK, STAMPED U 41 RESET 1946 AND SET IN LB1936'THE TOP OF A CONCRETE POST. LB1936 LB1936 STATION RECOVERY (1984) LB1936 LB1936'RECOVERY NOTE BY US POWER SQUADRON 1984 (RRB) LB1936'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB1906 *********************************************************************** LB1906 DESIGNATION - W 24 RESET 1974 LB1906 PID - LB1906 LB1906 STATE/COUNTY- IL/IROQUOIS LB1906 USGS QUAD - CISSNA PARK (1986) LB1906 LB1906 *CURRENT SURVEY CONTROL LB1906 ___________________________________________________________________ LB1906* NAD 83(1986)- 40 30 53. (N) 087 53 54. (W) SCALED LB1906* NAVD 88 - 208.94 (meters) 685.5 (feet) RESET LB1906 ___________________________________________________________________ LB1906 GEOID HEIGHT- -32.60 (meters) GEOID03 LB1906 LB1906 VERT ORDER - THIRD LB1906 LB1906.The horizontal coordinates were scaled from a topographic map and have LB1906.an estimated accuracy of +/- 6 seconds. LB1906 LB1906.The orthometric height was computed from unverified reset data. LB1906.No vertical observational check was made to the station. LB1906 LB1906.The geoid height was determined by GEOID03. LB1906 LB1906; North East Units Estimated Accuracy LB1906;SPC IL E - 427,240. 336,870. MT (+/- 180 meters Scaled) LB1906 LB1906 SUPERSEDED SURVEY CONTROL LB1906 LB1906 NGVD 29 (06/09/05) 209.00 (m) 685.7 (f) RESET 3 LB1906 LB1906.Superseded values are not recommended for survey control. LB1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB1906.See file dsdata.txt to determine how the superseded data were derived. LB1906 LB1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK238852(NAD 83) LB1906_MARKER: DB = BENCH MARK DISK LB1906_SETTING: 30 = SET IN A LIGHT STRUCTURE LB1906_SP_SET: CULVERT LB1906_STAMPING: W 24 RESET 1974 LB1906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY LB1906 LB1906 HISTORY - Date Condition Report By LB1906 HISTORY - 1974 MONUMENTED ILDT LB1906 LB1906 STATION DESCRIPTION LB1906 LB1906'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1974 LB1906'3.4 MI N FROM NEW YORK. LB1906'ABOUT 3.45 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE CROSSING LB1906'OF NEW YORK, CHICAGO AND ST. LOUIS RAILROAD AT RANKIN, ABOUT 3.7 LB1906'MILES SOUTH ALONG HIGHWAY 49 FROM THE CITY PARK AT CISSNA PARK, LB1906'IROQUOIS COUNTY AT A CROSSROAD IN THE TOP AND 0.5 FEET SOUTH OF LB1906'THE NORTH END OF THE WEST WINGWALL OF A 4 FOOT CONCRETE BOX LB1906'CULVERT, 32 FEET WEST OF CENTER LINE OF HIGHWAY, 32 FEET SOUTH LB1906'OF CENTER LINE OF ROAD WEST AND ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LB2085 *********************************************************************** LB2085 DESIGNATION - Y 24 RESET 1982 LB2085 PID - LB2085 LB2085 STATE/COUNTY- IL/IROQUOIS LB2085 USGS QUAD - CISSNA PARK (1986) LB2085 LB2085 *CURRENT SURVEY CONTROL LB2085 ___________________________________________________________________ LB2085* NAD 83(1986)- 40 33 35. (N) 087 53 33. (W) SCALED LB2085* NAVD 88 - 202.94 (meters) 665.8 (feet) RESET LB2085 ___________________________________________________________________ LB2085 GEOID HEIGHT- -32.63 (meters) GEOID03 LB2085 LB2085 VERT ORDER - THIRD LB2085 LB2085.The horizontal coordinates were scaled from a topographic map and have LB2085.an estimated accuracy of +/- 6 seconds. LB2085 LB2085.The orthometric height was computed from unverified reset data. LB2085.No vertical observational check was made to the station. LB2085 LB2085.The geoid height was determined by GEOID03. LB2085 LB2085; North East Units Estimated Accuracy LB2085;SPC IL E - 432,240. 337,330. MT (+/- 180 meters Scaled) LB2085 LB2085 SUPERSEDED SURVEY CONTROL LB2085 LB2085 NGVD 29 (06/09/05) 203.00 (m) 666.0 (f) RESET 3 LB2085 LB2085.Superseded values are not recommended for survey control. LB2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LB2085.See file dsdata.txt to determine how the superseded data were derived. LB2085 LB2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TDK244902(NAD 83) LB2085_MARKER: DB = BENCH MARK DISK LB2085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE LB2085_SP_SET: HEADWALL LB2085_STAMPING: Y 24 RESET 1982 LB2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LB2085+STABILITY: SURFACE MOTION LB2085 LB2085 HISTORY - Date Condition Report By LB2085 HISTORY - 1982 MONUMENTED NGS LB2085 LB2085 STATION DESCRIPTION LB2085 LB2085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 LB2085'IN CISSNA PARK. LB2085'IN CISSNA PARK, ABOUT 0.4 KM (0.25 MI) SOUTH ALONG STATE HIGHWAY LB2085'49 FROM THE CITY PARK IN THE CENTER OF TOWN IN THE NORTHWEST LB2085'WINGWALL OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE OVER PIGEON LB2085'CREEK AND 4.6 METERS (15.0 FEET) WEST OF THE APPROXIMATE CENTER LB2085'OF STATE HIGHWAY 49.