1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0217 *********************************************************************** MF0217 DESIGNATION - 519 MF0217 PID - MF0217 MF0217 STATE/COUNTY- IL/GRUNDY MF0217 USGS QUAD - MORRIS (1993) MF0217 MF0217 *CURRENT SURVEY CONTROL MF0217 ___________________________________________________________________ MF0217* NAD 83(1986)- 41 21 24. (N) 088 25 22. (W) SCALED MF0217* NAVD 88 - 158.063 (meters) 518.58 (feet) ADJUSTED MF0217 ___________________________________________________________________ MF0217 GEOID HEIGHT- -32.88 (meters) GEOID03 MF0217 DYNAMIC HT - 158.002 (meters) 518.38 (feet) COMP MF0217 MODELED GRAV- 980,235.2 (mgal) NAVD 88 MF0217 MF0217 VERT ORDER - SECOND CLASS 0 MF0217 MF0217.The horizontal coordinates were scaled from a topographic map and have MF0217.an estimated accuracy of +/- 6 seconds. MF0217 MF0217.The orthometric height was determined by differential leveling MF0217.and adjusted by the National Geodetic Survey in June 1991. MF0217 MF0217.The geoid height was determined by GEOID03. MF0217 MF0217.The dynamic height is computed by dividing the NAVD 88 MF0217.geopotential number by the normal gravity value computed on the MF0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MF0217.degrees latitude (g = 980.6199 gals.). MF0217 MF0217.The modeled gravity was interpolated from observed gravity values. MF0217 MF0217; North East Units Estimated Accuracy MF0217;SPC IL E - 520,660. 292,520. MT (+/- 180 meters Scaled) MF0217 MF0217 SUPERSEDED SURVEY CONTROL MF0217 MF0217 NGVD 29 (??/??/92) 158.139 (m) 518.83 (f) ADJ UNCH 2 0 MF0217 MF0217.Superseded values are not recommended for survey control. MF0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0217.See file dsdata.txt to determine how the superseded data were derived. MF0217 MF0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL809793(NAD 83) MF0217_MARKER: R = RIVET MF0217_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND MF0217_SP_SET: METAL PIPE DRIVEN INTO GROUND MF0217_STAMPING: 519 MF0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MF0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MF0217+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005 MF0217 MF0217 HISTORY - Date Condition Report By MF0217 HISTORY - UNK MONUMENTED USGS MF0217 HISTORY - 1939 GOOD NGS MF0217 HISTORY - 20050117 GOOD GEOCAC MF0217 MF0217 STATION DESCRIPTION MF0217 MF0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939 MF0217'AT MORRIS. MF0217'AT MORRIS, GRUNDY COUNTY, AT THE NORTHEAST CORNER OF THE COUNTY MF0217'COURTHOUSE, 48 FEET EAST AND 6 FEET SOUTH OF THE FRONT NORTH MF0217'ENTRANCE, 5 FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT NORTH MF0217'OF THE NORTH WALL. A UNITED STATES GEOLOGICAL SURVEY STANDARD MF0217'BRONZE CAP, STAMPED 519 AND RIVETED ON THE END OF AN IRON PIPE MF0217'PROJECTING 1 FOOT ABOVE GROUND. MF0217 MF0217 STATION RECOVERY (2005) MF0217 MF0217'RECOVERY NOTE BY GEOCACHING 2005 (KMP) MF0217'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF1274 *********************************************************************** MF1274 DESIGNATION - 549 USGS RESET 1971 MF1274 PID - MF1274 MF1274 STATE/COUNTY- IL/GRUNDY MF1274 USGS QUAD - LISBON (1993) MF1274 MF1274 *CURRENT SURVEY CONTROL MF1274 ___________________________________________________________________ MF1274* NAD 83(1986)- 41 23 46. (N) 088 24 11. (W) SCALED MF1274* NAVD 88 - 166.86 (meters) 547.4 (feet) RESET MF1274 ___________________________________________________________________ MF1274 GEOID HEIGHT- -32.92 (meters) GEOID03 MF1274 MF1274 VERT ORDER - THIRD MF1274 MF1274.The horizontal coordinates were scaled from a topographic map and have MF1274.an estimated accuracy of +/- 6 seconds. MF1274 MF1274.The orthometric height was computed from unverified reset data. MF1274 MF1274.The geoid height was determined by GEOID03. MF1274 MF1274; North East Units Estimated Accuracy MF1274;SPC IL E - 525,030. 294,170. MT (+/- 180 meters Scaled) MF1274 MF1274 SUPERSEDED SURVEY CONTROL MF1274 MF1274.No superseded survey control is available for this station. MF1274 MF1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL827836(NAD 83) MF1274_MARKER: DB = BENCH MARK DISK MF1274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF1274_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF1274_STAMPING: 549 USGS RESET 1971 MF1274_PROJECTION: PROJECTING 10 CENTIMETERS MF1274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF1274+STABILITY: SURFACE MOTION MF1274 MF1274 HISTORY - Date Condition Report By MF1274 HISTORY - 1971 MONUMENTED NGS MF1274 MF1274 STATION DESCRIPTION MF1274 MF1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF1274'2.25 MI NE FROM MORRIS. MF1274'1.4 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH U.S. MF1274'HIGHWAY 6 AT THE NORTH EDGE OF MORRIS, 60 FEET NORTH OF THE CENTERLINE MF1274'OF THE HIGHWAY, AND 160 FEET WEST OF THE CENTERLINE OF ASHLEY ROAD. MF1274'THE MARK IS 2 FT E FROM A WITNESS POST. MF1274'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0130 *********************************************************************** MF0130 DESIGNATION - A 143 RESET 1971 MF0130 PID - MF0130 MF0130 STATE/COUNTY- IL/GRUNDY MF0130 USGS QUAD - MINOOKA (1993) MF0130 MF0130 *CURRENT SURVEY CONTROL MF0130 ___________________________________________________________________ MF0130* NAD 83(1986)- 41 25 02. (N) 088 19 45. (W) SCALED MF0130* NAVD 88 - 161.06 (meters) 528.4 (feet) RESET MF0130 ___________________________________________________________________ MF0130 GEOID HEIGHT- -32.93 (meters) GEOID03 MF0130 MF0130 VERT ORDER - THIRD MF0130 MF0130.The horizontal coordinates were scaled from a topographic map and have MF0130.an estimated accuracy of +/- 6 seconds. MF0130 MF0130.The orthometric height was computed from unverified reset data. MF0130 MF0130.The geoid height was determined by GEOID03. MF0130 MF0130; North East Units Estimated Accuracy MF0130;SPC IL E - 527,380. 300,350. MT (+/- 180 meters Scaled) MF0130 MF0130 SUPERSEDED SURVEY CONTROL MF0130 MF0130.No superseded survey control is available for this station. MF0130 MF0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL889859(NAD 83) MF0130_MARKER: DB = BENCH MARK DISK MF0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE MF0130_SP_SET: FLAGPOLE CONCRETE BASE MF0130_STAMPING: A 143 RESET 1971 MF0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MF0130 MF0130 HISTORY - Date Condition Report By MF0130 HISTORY - 1971 MONUMENTED NGS MF0130 HISTORY - 19890907 MARK NOT FOUND USPSQD MF0130 MF0130 STATION DESCRIPTION MF0130 MF0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0130'5.8 MI NE FROM MORRIS. MF0130'ABOUT 5.7 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION MF0130'WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, SET IN MF0130'THE TOP AND NORTHWEST CORNER OF THE CONCRETE BASE OF FLAGPOLE, MF0130'180 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, ABOUT 200 MF0130'FEET WEST OF THE CENTERLINE OF PAVED ROAD, 6 INCHES NORTHWEST MF0130'OF THE FLAGPOLE, 2 FEET NORTH OF THE NORTH EDGE OF SIDEWALK MF0130'TO THE EAST ENTRANCE TO PETROCHEMICAL BUILDING AND 50 FEET MF0130'EAST OF THE EAST ENTRANCE OF THE BUILDING. MF0130 MF0130 STATION RECOVERY (1989) MF0130 MF0130'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) MF0130'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0128 *********************************************************************** MF0128 DESIGNATION - B 143 RESET 1969 MF0128 PID - MF0128 MF0128 STATE/COUNTY- IL/GRUNDY MF0128 USGS QUAD - MINOOKA (1993) MF0128 MF0128 *CURRENT SURVEY CONTROL MF0128 ___________________________________________________________________ MF0128* NAD 83(1986)- 41 25 00. (N) 088 20 52. (W) SCALED MF0128* NAVD 88 - 162.75 (meters) 534.0 (feet) RESET MF0128 ___________________________________________________________________ MF0128 GEOID HEIGHT- -32.94 (meters) GEOID03 MF0128 MF0128 VERT ORDER - THIRD MF0128 MF0128.The horizontal coordinates were scaled from a topographic map and have MF0128.an estimated accuracy of +/- 6 seconds. MF0128 MF0128.The orthometric height was computed from unverified reset data. MF0128 MF0128.The geoid height was determined by GEOID03. MF0128 MF0128; North East Units Estimated Accuracy MF0128;SPC IL E - 527,320. 298,790. MT (+/- 180 meters Scaled) MF0128 MF0128 SUPERSEDED SURVEY CONTROL MF0128 MF0128.No superseded survey control is available for this station. MF0128 MF0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL873858(NAD 83) MF0128_MARKER: DB = BENCH MARK DISK MF0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE MF0128_SP_SET: BRIDGE MF0128_STAMPING: B 143 RESET 1969 MF0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MF0128 MF0128 HISTORY - Date Condition Report By MF0128 HISTORY - 1969 MONUMENTED ILDT MF0128 MF0128 STATION DESCRIPTION MF0128 MF0128'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1969 MF0128'6.4 MI ENE FROM MORRIS. MF0128'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURT MF0128'HOUSE AT MORRIS, THENCE ABOUT 5.35 MILES NORTHEAST ALONG STATE MF0128'HIGHWAY 6, ABOUT 1/2 MILE WEST OF THE INTERSECTION OF THE MF0128'CHICAGO, ROCK ISLAND AND PACIFIC RAILRAOD, SET IN THE TOP OF MF0128'THE SOUTHWEST WINGWALL OF A CONCRETE BRIDGE OVER A CREEK, 22.5 MF0128'FEET RIGHT OF HIGHWAY STATION 249 + 82.2. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0315 *********************************************************************** MF0315 DESIGNATION - BRAID 2 MF0315 PID - MF0315 MF0315 STATE/COUNTY- IL/GRUNDY MF0315 USGS QUAD - COAL CITY (1993) MF0315 MF0315 *CURRENT SURVEY CONTROL MF0315 ___________________________________________________________________ MF0315* NAD 83(1997)- 41 15 33.63245(N) 088 15 11.21220(W) ADJUSTED MF0315* NAVD 88 - 176.58 (meters) 579.3 (feet) RESET MF0315 ___________________________________________________________________ MF0315 X - 146,377.546 (meters) COMP MF0315 Y - -4,799,522.766 (meters) COMP MF0315 Z - 4,184,212.034 (meters) COMP MF0315 LAPLACE CORR- 0.26 (seconds) DEFLEC99 MF0315 ELLIP HEIGHT- 143.76 (meters) (02/03/05) GPS OBS MF0315 GEOID HEIGHT- -32.75 (meters) GEOID03 MF0315 MF0315 HORZ ORDER - FIRST MF0315 VERT ORDER - THIRD MF0315 ELLP ORDER - FOURTH CLASS II MF0315 MF0315.The horizontal coordinates were established by GPS observations MF0315.and adjusted by the AMERICAN SURVEYING in March 2003. MF0315 MF0315.The orthometric height was computed from unverified reset data. MF0315 MF0315.The X, Y, and Z were computed from the position and the ellipsoidal ht. MF0315 MF0315.The Laplace correction was computed from DEFLEC99 derived deflections. MF0315 MF0315.The ellipsoidal height was determined by GPS observations MF0315.and is referenced to NAD 83. MF0315 MF0315.The geoid height was determined by GEOID03. MF0315 MF0315; North East Units Scale Factor Converg. MF0315;SPC IL E - 509,845.812 306,722.534 MT 0.99997556 +0 03 10.4 MF0315;UTM 16 - 4,568,304.282 395,024.218 MT 0.99973562 -0 49 35.3 MF0315 MF0315! - Elev Factor x Scale Factor = Combined Factor MF0315!SPC IL E - 0.99997745 x 0.99997556 = 0.99995301 MF0315!UTM 16 - 0.99997745 x 0.99973562 = 0.99971308 MF0315 MF0315: Primary Azimuth Mark Grid Az MF0315:SPC IL E - BRAID 2 AZ MK 271 55 59.0 MF0315:UTM 16 - BRAID 2 AZ MK 272 48 44.7 MF0315 MF0315|---------------------------------------------------------------------| MF0315| PID Reference Object Distance Geod. Az | MF0315| dddmmss.s | MF0315| MF0314 BRAID 2 RM 4 20.300 METERS 27041 | MF0315| CI6750 BRAID AZ MK 2712835.5 | MF0315| CI6751 BRAID 2 AZ MK 2715909.4 | MF0315| MF1438 COAL CITY MUNICIPAL TANK APPROX. 3.6 KM 3130720.8 | MF0315| MF0318 BRAID 4.902 METERS 31322 | MF0315| MF0316 BRAID 2 RM 3 20.510 METERS 35920 | MF0315|---------------------------------------------------------------------| MF0315 MF0315 SUPERSEDED SURVEY CONTROL MF0315 MF0315 ELLIP H (03/04/03) 143.77 (m) GP( ) 4 2 MF0315 NAD 83(1997)- 41 15 33.63393(N) 088 15 11.21300(W) AD( ) 3 MF0315 NAD 83(1997)- 41 15 33.63541(N) 088 15 11.21452(W) AD( ) 3 MF0315 NAD 83(1986)- 41 15 33.64066(N) 088 15 11.23004(W) AD( ) 3 MF0315 NAD 27 - 41 15 33.52588(N) 088 15 11.00812(W) AD( ) 3 MF0315 NGVD 29 (07/19/86) 176.66 (m) 579.6 (f) LEVELING 3 MF0315 MF0315.Superseded values are not recommended for survey control. MF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0315.See file dsdata.txt to determine how the superseded data were derived. MF0315 MF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL9502468304(NAD 83) MF0315_MARKER: DS = TRIANGULATION STATION DISK MF0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0315_STAMPING: BRAID 2 1965 MF0315_MAGNETIC: N = NO MAGNETIC MATERIAL MF0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0315+STABILITY: SURFACE MOTION MF0315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MF0315+SATELLITE: SATELLITE OBSERVATIONS - May , 2002 MF0315 MF0315 HISTORY - Date Condition Report By MF0315 HISTORY - 1965 MONUMENTED CGS MF0315 HISTORY - 1965 GOOD CGS MF0315 HISTORY - 1972 GOOD BRADY MF0315 HISTORY - 200205 GOOD ASCPC MF0315 MF0315 STATION DESCRIPTION MF0315 MF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB) MF0315'THE STATION IS ABOUT 2 MILES WEST OF BRAIDWOOD, 1/4 MILE WEST MF0315'OF INTERSTATE 55, 2-1/2 MILES SOUTHEAST OF COAL CITY AND ABOUT MF0315'0.1 MILE WEST OF A FARM HOUSE. MF0315' MF0315'THE STATION MARK IS ON THE SOUTH RIGHT-OF-WAY OF THE ROAD 34 MF0315'FEET SOUTH OF A CENTER LINE OF THE ROAD AND 2 FEET WEST OF A MF0315'METAL WITNESS POST. THE MARK IS FLUSH WITH THE GROUND AND DISK MF0315'IS STAMPED BRAID 2 1965. MF0315' MF0315'TO REACH FROM BRAIDWOOD, FROM THE JUNCTION OF STATE HIGHWAY 113 MF0315'AND 129 TO THE SOUTHWEST OF THE RAILROAD STATION, GO SOUTHWEST MF0315'ON STATE HIGHWAY 129 FOR 0.45 MILE TO A T-ROAD RIGHT, TURN MF0315'RIGHT AND GO WEST ON SURFACED ROAD FOR 1.5 MILE TO THE CENTER MF0315'OF THE OVERPASS OVER INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE MF0315'TO THE STATION ON THE LEFT, TO REACH THE AZIMUTH MARK CONTINUE MF0315'WEST FOR 0.3 MILE TO THE MARK ON THE RIGHT. MF0315' MF0315'REFERENCE MARK NO. 3 IS 67.29 FEET NORTH OF THE STATION, 34 FEET MF0315'NORTH OF THE CENTER LINE OF THE ROAD AND THE MARK PROJECTS 6 MF0315'INCHES. THE DISK IS STAMPED BRAID 2 NO. 3 1965. MF0315' MF0315'REFERENCE MARK NO. 4 IS 66.60 FEET WEST OF THE STATION, 34 FEET MF0315'SOUTH OF THE CENTER LINE OF THE ROAD AND THE MARK PROJECTS 3 MF0315'INCHES. THE DISK IS STAMPED BRAID 2 NO. 4 1965. MF0315' MF0315'THE AZIMUTH MARK IS ABOUT 0.3 MILE WEST OF A STATION, 34 FEET MF0315'NORTH OF THE CENTER LINE OF THE ROAD AND 2 FEET EAST OF THE MF0315'METAL WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK MF0315'IS STAMPED BRAID 2 1965. MF0315 MF0315 STATION RECOVERY (1965) MF0315 MF0315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 MF0315'2.2 MI SW FROM BRAIDWOOD. MF0315'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM THE JUNCTION WITH MF0315'STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAILROAD STATION, THENCE MF0315'WEST ON SURFACED ROAD FOR 1.5 MILE TO OVERPASS OVER INTERSTATE 55, MF0315'CONTINUE WEST FOR 0.35 MILE TO MARK ON LEFT. THE MARK IS 34 FEET MF0315'SOUTH OF THE CENTERLINE OF THE ROAD AND 2 FEET WEST OF A METAL MF0315'WITNESS POST. A TRIANGULATION STATION DISK, STAMPED BRAID 2 1965 MF0315'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE TOP OF THE MF0315'GROUND. MF0315 MF0315 STATION RECOVERY (1972) MF0315 MF0315'RECOVERY NOTE BY BRADY LAND SURVEYING INCORPORATED 1972 (JJ) MF0315'RECOVERED BY BRADY LAND SURVEYING INC. MF0315' MF0315'BRAID 2 1965-GOOD MF0315' MF0315'BRAID 2 NO 3 1965-GOOD MF0315' MF0315'BRAID 2 1965 (AZIM)-GOOD MF0315 MF0315 STATION RECOVERY (2002) MF0315 MF0315'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002 MF0315'RECOVERED AS DESCRIBED MF0315' MF0315' 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0316 *********************************************************************** MF0316 DESIGNATION - BRAID 2 RM 3 MF0316 PID - MF0316 MF0316 STATE/COUNTY- IL/GRUNDY MF0316 USGS QUAD - COAL CITY (1993) MF0316 MF0316 *CURRENT SURVEY CONTROL MF0316 ___________________________________________________________________ MF0316* NAD 83(1986)- 41 15 33. (N) 088 15 11. (W) SCALED MF0316* NAVD 88 - 176.37 (meters) 578.6 (feet) RESET MF0316 ___________________________________________________________________ MF0316 GEOID HEIGHT- -32.75 (meters) GEOID03 MF0316 MF0316 VERT ORDER - THIRD MF0316 MF0316.The horizontal coordinates were scaled from a topographic map and have MF0316.an estimated accuracy of +/- 6 seconds. MF0316 MF0316.The orthometric height was computed from unverified reset data. MF0316.No vertical observational check was made to the station. MF0316 MF0316.The geoid height was determined by GEOID03. MF0316 MF0316; North East Units Estimated Accuracy MF0316;SPC IL E - 509,830. 306,730. MT (+/- 180 meters Scaled) MF0316 MF0316 SUPERSEDED SURVEY CONTROL MF0316 MF0316 NGVD 29 (??/??/??) 175.93 (m) 577.2 (f) RESET 3 MF0316 MF0316.Superseded values are not recommended for survey control. MF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0316.See file dsdata.txt to determine how the superseded data were derived. MF0316 MF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83) MF0316_MARKER: DR = REFERENCE MARK DISK MF0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0316_STAMPING: BRAID 2 NO 3 1965 MF0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0316+STABILITY: SURFACE MOTION MF0316 MF0316 HISTORY - Date Condition Report By MF0316 HISTORY - 1965 MONUMENTED CGS MF0316 MF0316 STATION DESCRIPTION MF0316 MF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 MF0316'2.2 MI SW FROM BRAIDWOOD. MF0316'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM ITS JUNCTION MF0316'WITH STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAILROAD STATION, MF0316'THENCE WEST ALONG A SURFACED ROAD FOR 1.5 MILES TO THE OVERPASS MF0316'OVER INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE TO THE MARK ON MF0316'THE RIGHT. THE MARK IS 67.29 FEET NORTH OF TRIANGULATION STATION MF0316'BRAID 2, 34 FEET NORTH OF THE CENTERLINE OF THE ROAD AND THE MARK MF0316'PROJECTS 6 INCHES. THE DISK IS A STANDARD REFERENCE MARK DISK MF0316'SET IN CONCRETE POST AND IS STAMPED BRAID 2 NO 3 1965. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0314 *********************************************************************** MF0314 DESIGNATION - BRAID 2 RM 4 MF0314 PID - MF0314 MF0314 STATE/COUNTY- IL/GRUNDY MF0314 USGS QUAD - COAL CITY (1993) MF0314 MF0314 *CURRENT SURVEY CONTROL MF0314 ___________________________________________________________________ MF0314* NAD 83(1986)- 41 15 33. (N) 088 15 11. (W) SCALED MF0314* NAVD 88 - 176.63 (meters) 579.5 (feet) RESET MF0314 ___________________________________________________________________ MF0314 GEOID HEIGHT- -32.75 (meters) GEOID03 MF0314 MF0314 VERT ORDER - THIRD MF0314 MF0314.The horizontal coordinates were scaled from a topographic map and have MF0314.an estimated accuracy of +/- 6 seconds. MF0314 MF0314.The orthometric height was computed from unverified reset data. MF0314 MF0314.The geoid height was determined by GEOID03. MF0314 MF0314; North East Units Estimated Accuracy MF0314;SPC IL E - 509,830. 306,730. MT (+/- 180 meters Scaled) MF0314 MF0314 SUPERSEDED SURVEY CONTROL MF0314 MF0314.No superseded survey control is available for this station. MF0314 MF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL950682(NAD 83) MF0314_MARKER: DR = REFERENCE MARK DISK MF0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0314_STAMPING: BRAID 2 NO 4 1965 MF0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0314+STABILITY: SURFACE MOTION MF0314 MF0314 HISTORY - Date Condition Report By MF0314 HISTORY - 1965 MONUMENTED CGS MF0314 HISTORY - 1979 POOR USGS MF0314 MF0314 STATION DESCRIPTION MF0314 MF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 MF0314'2.2 MI SW FROM BRAIDWOOD. MF0314'0.45 MILE SOUTHWEST ALONG STATE HIGHWAY 129, FROM ITS JUNCTION WITH MF0314'STATE HIGHWAY 113 JUST SOUTHWEST OF THE RAIL ROAD STATION, THENCE MF0314'WEST ALONG A SURFACED ROAD FOR 1.5 MILES TO THE OVERPASS OVER MF0314'INTERSTATE 55, CONTINUE WEST FOR 0.35 MILE TO THE MARK ON THE MF0314'LEFT. THE MARK IS 66.60 FEET WEST OF TRIANGULATION STATION BRAID MF0314'2, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD AND PROJECTS 3 MF0314'INCHES. A STANDARD REFERENCE MARK DISK, STAMPED BRAID 2 NO 4 MF0314'1965 AND SET IN THE TOP OF A CONCRETE POST. MF0314 MF0314 STATION RECOVERY (1979) MF0314 MF0314'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 MF0314'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0160 *********************************************************************** MF0160 DESIGNATION - C 143 RESET 1971 MF0160 PID - MF0160 MF0160 STATE/COUNTY- IL/GRUNDY MF0160 USGS QUAD - MINOOKA (1993) MF0160 MF0160 *CURRENT SURVEY CONTROL MF0160 ___________________________________________________________________ MF0160* NAD 83(1986)- 41 25 00. (N) 088 21 54. (W) SCALED MF0160* NAVD 88 - 167.46 (meters) 549.4 (feet) RESET MF0160 ___________________________________________________________________ MF0160 GEOID HEIGHT- -32.94 (meters) GEOID03 MF0160 MF0160 VERT ORDER - THIRD MF0160 MF0160.The horizontal coordinates were scaled from a topographic map and have MF0160.an estimated accuracy of +/- 6 seconds. MF0160 MF0160.The orthometric height was computed from unverified reset data. MF0160 MF0160.The geoid height was determined by GEOID03. MF0160 MF0160; North East Units Estimated Accuracy MF0160;SPC IL E - 527,320. 297,350. MT (+/- 180 meters Scaled) MF0160 MF0160 SUPERSEDED SURVEY CONTROL MF0160 MF0160.No superseded survey control is available for this station. MF0160 MF0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL859859(NAD 83) MF0160_MARKER: DB = BENCH MARK DISK MF0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0160_STAMPING: C 143 RESET 1971 MF0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0160+STABILITY: SURFACE MOTION MF0160 MF0160 HISTORY - Date Condition Report By MF0160 HISTORY - 1971 MONUMENTED NGS MF0160 HISTORY - 19890907 MARK NOT FOUND USPSQD MF0160 MF0160 STATION DESCRIPTION MF0160 MF0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0160'4 MI NE FROM MORRIS. MF0160'ABOUT 3.75 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS MF0160'JUNCTION WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, MF0160'1 FOOT EAST OF A METAL WITNESS POST, 4 FEET SOUTHWEST OF A POWER MF0160'POLE, 172 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, IN THE MF0160'NORTH RIGHT-OF-WAY OF THE HIGHWAY, SET IN THE TOP OF A ROUND MF0160'CONCRETE POST PROJECTING 4 INCHES. MF0160 MF0160 STATION RECOVERY (1989) MF0160 MF0160'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) MF0160'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0310 *********************************************************************** MF0310 DESIGNATION - DAVE RM 3 MF0310 PID - MF0310 MF0310 STATE/COUNTY- IL/GRUNDY MF0310 USGS QUAD - GARDNER (1983) MF0310 MF0310 *CURRENT SURVEY CONTROL MF0310 ___________________________________________________________________ MF0310* NAD 83(1986)- 41 14 28. (N) 088 15 55. (W) SCALED MF0310* NAVD 88 - 176.07 (meters) 577.7 (feet) RESET MF0310 ___________________________________________________________________ MF0310 GEOID HEIGHT- -32.73 (meters) GEOID03 MF0310 MF0310 VERT ORDER - THIRD MF0310 MF0310.The horizontal coordinates were scaled from a topographic map and have MF0310.an estimated accuracy of +/- 6 seconds. MF0310 MF0310.The orthometric height was computed from unverified reset data. MF0310.No vertical observational check was made to the station. MF0310 MF0310.The geoid height was determined by GEOID03. MF0310 MF0310; North East Units Estimated Accuracy MF0310;SPC IL E - 507,820. 305,710. MT (+/- 180 meters Scaled) MF0310 MF0310 SUPERSEDED SURVEY CONTROL MF0310 MF0310 NGVD 29 (06/09/05) 176.15 (m) 577.9 (f) RESET 3 MF0310 MF0310.Superseded values are not recommended for survey control. MF0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0310.See file dsdata.txt to determine how the superseded data were derived. MF0310 MF0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL939662(NAD 83) MF0310_MARKER: DR = REFERENCE MARK DISK MF0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0310_STAMPING: DAVE 1960 NO 3 1974 MF0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0310+STABILITY: SURFACE MOTION MF0310 MF0310 HISTORY - Date Condition Report By MF0310 HISTORY - 1974 MONUMENTED NGS MF0310 MF0310 STATION DESCRIPTION MF0310 MF0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 MF0310'1 MI N FROM BRACEVILLE. MF0310'0.3 MILE NORTH ALONG MAIN STREET FROM THE POST OFFICE AT BRACEVILLE MF0310'TO A CROSSROAD, THENCE WEST FOR 0.4 MILE TO OVERPASS OF U.S. MF0310'HIGHWAY 66, THENCE WEST FOR 0.15 TO A ROAD RIGHT, THENCE NORTHEAST MF0310'ALONG THE WEST SIDE OF HIGHWAY 66 FOR 0.7 MILE TO POINT ROAD MF0310'TURNS LEFT, THENCE NORTH ON THE ROAD FOR 0.3 MILE TO A FARM DRIVE MF0310'LEFT AND THE MARK AS DESCRIBED, 11 FEET SOUTH OF THE CENTERLINE MF0310'OF THE FARM DRIVE, 20 FEET WEST OF A METAL WITNESS POST, 246 FEET MF0310'WEST OF THE CENTERLINE OF THE ROAD AND SET IN THE TOP OF A ROUND MF0310'CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0144 *********************************************************************** MF0144 DESIGNATION - H 141 RESET 1958 MF0144 PID - MF0144 MF0144 STATE/COUNTY- IL/GRUNDY MF0144 USGS QUAD - LISBON (1993) MF0144 MF0144 *CURRENT SURVEY CONTROL MF0144 ___________________________________________________________________ MF0144* NAD 83(1986)- 41 23 15. (N) 088 25 18. (W) SCALED MF0144* NAVD 88 - 166.90 (meters) 547.6 (feet) RESET MF0144 ___________________________________________________________________ MF0144 GEOID HEIGHT- -32.92 (meters) GEOID03 MF0144 MF0144 VERT ORDER - THIRD MF0144 MF0144.The horizontal coordinates were scaled from a topographic map and have MF0144.an estimated accuracy of +/- 6 seconds. MF0144 MF0144.The orthometric height was computed from unverified reset data. MF0144.No vertical observational check was made to the station. MF0144 MF0144.The geoid height was determined by GEOID03. MF0144 MF0144; North East Units Estimated Accuracy MF0144;SPC IL E - 524,080. 292,610. MT (+/- 180 meters Scaled) MF0144 MF0144 SUPERSEDED SURVEY CONTROL MF0144 MF0144 NGVD 29 (??/??/??) 166.97 (m) 547.8 (f) RESET 3 MF0144 MF0144.Superseded values are not recommended for survey control. MF0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0144.See file dsdata.txt to determine how the superseded data were derived. MF0144 MF0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL811827(NAD 83) MF0144_MARKER: DB = BENCH MARK DISK MF0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0144_STAMPING: H 141 RESET 1958 MF0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0144+STABILITY: SURFACE MOTION MF0144 MF0144 HISTORY - Date Condition Report By MF0144 HISTORY - 1958 MONUMENTED ILDT MF0144 HISTORY - 19890907 MARK NOT FOUND USPSQD MF0144 MF0144 STATION DESCRIPTION MF0144 MF0144'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1958 MF0144'2 MI N FROM MORRIS. MF0144'2 MILES NORTH ALONG STATE HIGHWAY 47 FROM THE COURTHOUSE AT MF0144'MORRIS, 440 FEET EAST OF THE CENTERLINE OF ROUTE 47, 525 FEET MF0144'SOUTH AND 440 FEET OF THE CENTERLINE OF GRADE SEPARATION AT MF0144'INTERSECTION OF F.A.I. -06 AND S.B.I. 47. THE DISK IS SET MF0144'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES. MF0144 MF0144 STATION RECOVERY (1989) MF0144 MF0144'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) MF0144'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0220 *********************************************************************** MF0220 DESIGNATION - R 20 RESET 1970 MF0220 PID - MF0220 MF0220 STATE/COUNTY- IL/GRUNDY MF0220 USGS QUAD - MORRIS (1993) MF0220 MF0220 *CURRENT SURVEY CONTROL MF0220 ___________________________________________________________________ MF0220* NAD 83(1997)- 41 18 23.72930(N) 088 25 15.69149(W) ADJUSTED MF0220* NAVD 88 - 171.00 (meters) 561.0 (feet) RESET MF0220 ___________________________________________________________________ MF0220 X - 132,215.947 (meters) COMP MF0220 Y - -4,796,465.993 (meters) COMP MF0220 Z - 4,188,151.677 (meters) COMP MF0220 LAPLACE CORR- -0.37 (seconds) DEFLEC99 MF0220 ELLIP HEIGHT- 138.15 (meters) (02/03/05) GPS OBS MF0220 GEOID HEIGHT- -32.81 (meters) GEOID03 MF0220 MF0220 HORZ ORDER - FIRST MF0220 VERT ORDER - THIRD MF0220 ELLP ORDER - FOURTH CLASS II MF0220 MF0220.The horizontal coordinates were established by GPS observations MF0220.and adjusted by the AMERICAN SURVEYING in March 2003. MF0220 MF0220.The orthometric height was computed from unverified reset data. MF0220 MF0220.The X, Y, and Z were computed from the position and the ellipsoidal ht. MF0220 MF0220.The Laplace correction was computed from DEFLEC99 derived deflections. MF0220 MF0220.The ellipsoidal height was determined by GPS observations MF0220.and is referenced to NAD 83. MF0220 MF0220.The geoid height was determined by GEOID03. MF0220 MF0220; North East Units Scale Factor Converg. MF0220;SPC IL E - 515,093.746 292,656.488 MT 0.99997566 -0 03 28.4 MF0220;UTM 16 - 4,573,766.371 381,043.497 MT 0.99977415 -0 56 17.2 MF0220 MF0220! - Elev Factor x Scale Factor = Combined Factor MF0220!SPC IL E - 0.99997833 x 0.99997566 = 0.99995399 MF0220!UTM 16 - 0.99997833 x 0.99977415 = 0.99975249 MF0220 MF0220 SUPERSEDED SURVEY CONTROL MF0220 MF0220 ELLIP H (03/04/03) 138.16 (m) GP( ) 4 2 MF0220 MF0220.Superseded values are not recommended for survey control. MF0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0220.See file dsdata.txt to determine how the superseded data were derived. MF0220 MF0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8104373766(NAD 83) MF0220_MARKER: DB = BENCH MARK DISK MF0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0220_STAMPING: R 20 RESET 1970 MF0220_MAGNETIC: N = NO MAGNETIC MATERIAL MF0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0220+STABILITY: SURFACE MOTION MF0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MF0220+SATELLITE: SATELLITE OBSERVATIONS - May , 2002 MF0220 MF0220 HISTORY - Date Condition Report By MF0220 HISTORY - 1970 MONUMENTED NGS MF0220 HISTORY - 1978 GOOD LOCENG MF0220 HISTORY - 200205 GOOD ASCPC MF0220 MF0220 STATION DESCRIPTION MF0220 MF0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 MF0220'3.6 MI S FROM MORRIS. MF0220'3.6 MILES SOUTH ALONG STATE HIGHWAY 47 FROM THE COUNTY COURTHOUSE MF0220'AT MORRIS, 34 FEET SOUTH OF THE CENTERLINE OF PAVED ROAD, 93 MF0220'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF A MF0220'12 INCH HEDGE TREE, 1 FOOT EAST OF A METAL WITNESS POST, 27 FEET MF0220'WEST OF THE CENTERLINE OF DRIVEWAY TO REST AREA AND THE NORTH MF0220'EDGE OF SAME. SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING MF0220'3 INCHES. MF0220 MF0220 STATION RECOVERY (1978) MF0220 MF0220'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 MF0220'RECOVERED IN GOOD CONDITION. MF0220 MF0220 STATION RECOVERY (2002) MF0220 MF0220'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002 MF0220'RECOVERED AS DESCRIBED MF0220' MF0220' 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0153 *********************************************************************** MF0153 DESIGNATION - S 141 RESET 1971 MF0153 PID - MF0153 MF0153 STATE/COUNTY- IL/GRUNDY MF0153 USGS QUAD - LISBON (1993) MF0153 MF0153 *CURRENT SURVEY CONTROL MF0153 ___________________________________________________________________ MF0153* NAD 83(1986)- 41 23 38. (N) 088 24 26. (W) SCALED MF0153* NAVD 88 - 166.44 (meters) 546.1 (feet) RESET MF0153 ___________________________________________________________________ MF0153 GEOID HEIGHT- -32.92 (meters) GEOID03 MF0153 MF0153 VERT ORDER - THIRD MF0153 MF0153.The horizontal coordinates were scaled from a topographic map and have MF0153.an estimated accuracy of +/- 6 seconds. MF0153 MF0153.The orthometric height was computed from unverified reset data. MF0153 MF0153.The geoid height was determined by GEOID03. MF0153 MF0153; North East Units Estimated Accuracy MF0153;SPC IL E - 524,790. 293,820. MT (+/- 180 meters Scaled) MF0153 MF0153 SUPERSEDED SURVEY CONTROL MF0153 MF0153.No superseded survey control is available for this station. MF0153 MF0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL823834(NAD 83) MF0153_MARKER: DB = BENCH MARK DISK MF0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0153_STAMPING: S 141 RESET 1971 MF0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0153+STABILITY: SURFACE MOTION MF0153 MF0153 HISTORY - Date Condition Report By MF0153 HISTORY - 1971 MONUMENTED NGS MF0153 MF0153 STATION DESCRIPTION MF0153 MF0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0153'2 MI NE FROM MORRIS. MF0153'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION MF0153'WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, 99 FEET SOUTH MF0153'OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST OF THE NORTHEAST MF0153'CORNER OF A GARAGE, 28 FEET NORTHWEST OF A 48 INCH TREE AND 28 MF0153'FEET NORTH OF A WIRE FENCE. THE DISK IS SET IN THE TOP OF A MF0153'ROUND CONCRETE POST FLUSH WITH THE GROUND AND ON THE PROPERTY MF0153'OF MR. RAY E CRYDER. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0156 *********************************************************************** MF0156 CBN - This is a Cooperative Base Network Control Station. MF0156 DESIGNATION - T 141 RESET MF0156 PID - MF0156 MF0156 STATE/COUNTY- IL/GRUNDY MF0156 USGS QUAD - LISBON (1993) MF0156 MF0156 *CURRENT SURVEY CONTROL MF0156 ___________________________________________________________________ MF0156* NAD 83(1997)- 41 24 08.93343(N) 088 23 37.89678(W) ADJUSTED MF0156* NAVD 88 - 165.59 (meters) 543.3 (feet) RESET MF0156 ___________________________________________________________________ MF0156 X - 134,292.702 (meters) COMP MF0156 Y - -4,789,364.884 (meters) COMP MF0156 Z - 4,196,142.203 (meters) COMP MF0156 LAPLACE CORR- 0.26 (seconds) DEFLEC99 MF0156 ELLIP HEIGHT- 132.66 (meters) (09/15/03) GPS OBS MF0156 GEOID HEIGHT- -32.93 (meters) GEOID03 MF0156 MF0156 HORZ ORDER - B MF0156 VERT ORDER - THIRD MF0156 ELLP ORDER - FOURTH CLASS I MF0156 MF0156.The horizontal coordinates were established by GPS observations MF0156.and adjusted by the National Geodetic Survey in July 1998. MF0156 MF0156.The orthometric height was computed from unverified reset data. MF0156 MF0156.The X, Y, and Z were computed from the position and the ellipsoidal ht. MF0156 MF0156.The Laplace correction was computed from DEFLEC99 derived deflections. MF0156 MF0156.The ellipsoidal height was determined by GPS observations MF0156.and is referenced to NAD 83. MF0156 MF0156.The geoid height was determined by GEOID03. MF0156 MF0156; North East Units Scale Factor Converg. MF0156;SPC IL E - 525,741.159 294,938.790 MT 0.99997532 -0 02 24.1 MF0156;UTM 16 - 4,584,375.257 383,488.751 MT 0.99976706 -0 55 18.9 MF0156 MF0156! - Elev Factor x Scale Factor = Combined Factor MF0156!SPC IL E - 0.99997919 x 0.99997532 = 0.99995451 MF0156!UTM 16 - 0.99997919 x 0.99976706 = 0.99974626 MF0156 MF0156 SUPERSEDED SURVEY CONTROL MF0156 MF0156 NAD 83(1986)- 41 24 08.93711(N) 088 23 37.91290(W) AD( ) 1 MF0156 NAVD 88 (07/17/98) 165.59 (m) 543.3 (f) LEVELING 3 MF0156 NGVD 29 (06/25/91) 165.67 (m) 543.5 (f) LEVELING 3 MF0156 MF0156.Superseded values are not recommended for survey control. MF0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0156.See file dsdata.txt to determine how the superseded data were derived. MF0156 MF0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8348984375(NAD 83) MF0156_MARKER: DB = BENCH MARK DISK MF0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0156_SP_SET: CONCRETE POST MF0156_STAMPING: T 141 RESET 1971 MF0156_MARK LOGO: NONE MF0156_PROJECTION: FLUSH MF0156_MAGNETIC: N = NO MAGNETIC MATERIAL MF0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0156+STABILITY: SURFACE MOTION MF0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MF0156+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005 MF0156 MF0156 HISTORY - Date Condition Report By MF0156 HISTORY - 19710101 MONUMENTED NGS MF0156 HISTORY - 19900823 GOOD NGS MF0156 HISTORY - 19970509 GOOD NGS MF0156 HISTORY - 20000801 GOOD SECI MF0156 HISTORY - 20000816 GOOD SECI MF0156 HISTORY - 200205 GOOD ASCPC MF0156 HISTORY - 20020826 GOOD NGS MF0156 HISTORY - 20050131 GOOD MORSUR MF0156 MF0156 STATION DESCRIPTION MF0156 MF0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0156'2 MI NE FROM MORRIS. MF0156'ABOUT 2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION MF0156'WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, 60 FEET MF0156'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF A MF0156'METAL WITNESS POST, ABOUT 250 FEET NORTHEAST OF THE SOUTHEAST MF0156'CORNER OF A LARGE METAL SHED, SET IN THE TOP OF A ROUND CONCRETE MF0156'POST FLUSH WITH THE GROUND. MF0156 MF0156 STATION RECOVERY (1990) MF0156 MF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 MF0156'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHEAST OF MORRIS, ON THE MF0156'RIGHT-OF-WAY OF US HIGHWAY 6, IN A WIDE GRASS STRIP BETWEEN THE MF0156'HIGHWAY AND A CULTIVATED FIELD, ON THE OUTSIDE OF A SHALLOW CURVE, IN MF0156'SOUTH CENTRAL SECTION 23, T 34 N, R 7 E. OWNERSHIP--STATE DEPARTMENT MF0156'OF TRANSPORTATION. MF0156'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 80 AND STATE HIGHWAY MF0156'47 (EXIT 112) ON THE NORTH SIDE OF MORRIS, GO SOUTH ON HIGHWAY 47 FOR MF0156'0.57 KM (0.35 MI) TO A PAVED ROAD LEFT. TURN LEFT, EASTERLY, ON MF0156'HIGHWAY 6 FOR 2.94 KM (1.83 MI) TO A CROSSROAD. CONTINUE AHEAD FOR MF0156'0.32 KM (0.20 MI) TO THE STATION ON THE LEFT. MF0156'STATION MARK IS A BENCH MARK DISK SET IN THE TOP OF A 25-CM SQUARE MF0156'CONCRETE POST FLUSH WITH THE GROUND. IT IS 18.2 M (59.7 FT) MF0156'NORTHWEST OF, AND 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY CENTER, 0.3 M MF0156'(1.0 FT) NORTHEAST OF A METAL WITNESS POST, 0.6 M (2.0 FT) NORTHEAST MF0156'OF A CONCRETE RIGHT-OF-WAY POST, 7.3 M (24.0 FT) NORTHWEST OF THE MF0156'NORTHEAST END OF A WINGED CULVERT HEADWALL, AND 7.3 M (24.0 FT) MF0156'NORTHWEST OF THE SOUTHWEST END OF THE HEADWALL. MF0156 MF0156 STATION RECOVERY (1997) MF0156 MF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RKB) MF0156'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) NORTHEAST OF MORRIS ON MF0156'THE RIGHT-OF-WAY OF U.S. HIGHWAY 6. TO REACH FROM THE JUNCTION OF MF0156'INTERSTATE HIGHWAY 80 AND STATE ROUTE 47 (EXIT 112) ON THE NORTH SIDE MF0156'OF MORRIS, GO SOUTH ON ROUTE 47 FOR 0.35 MI (0.56 KM) TO A PAVED ROAD MF0156'LEFT. TURN LEFT, EASTERLY, ON HIGHWAY 6 FOR 1.83 MI (2.95 KM) TO A MF0156'CROSSROAD. CONTINUE AHEAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE MF0156'LEFT. IT IS 18.2 M (59.7 FT) NORTHWEST OF AND 1.5 M (4.9 FT) LOWER MF0156'THAN THE CENTER OF THE HIGHWAY, 7.3 M (24.0 FT) NORTHWEST OF THE MF0156'NORTHEAST END OF A WINGED CULVERT HEADWALL, 7.3 M (24.0 FT) NORTHWEST MF0156'OF THE SOUTHWEST END OF THE HEADWALL, 0.6 M (2.0 FT) NORTHEAST OF A MF0156'CONCRETE RIGHT-OF-WAY MARKER, AND 0.3 M (1.0 FT) NORTHEAST OF A MF0156'FIBERGLASS WITNESS POST. MF0156 MF0156 STATION RECOVERY (2000) MF0156 MF0156'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF) MF0156'RECOVERED IN GOOD CONDITION. MF0156 MF0156 STATION RECOVERY (2000) MF0156 MF0156'RECOVERY NOTE BY SMITH ENG CONS INC 2000 (MRF) MF0156'RECOVERED AS DESCRIBED USING 1997 DESCRIPTION MF0156' MF0156 MF0156 STATION RECOVERY (2002) MF0156 MF0156'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002 MF0156'RECOVERED AS DESCRIBED MF0156' MF0156' MF0156 MF0156 STATION RECOVERY (2002) MF0156 MF0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (VP) MF0156'RECOVERED AS DESCRIBED MF0156' MF0156 MF0156 STATION RECOVERY (2005) MF0156 MF0156'RECOVERY NOTE BY MORRISON SURVEYING COMPANY 2005 (MJM) MF0156'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7259 *********************************************************************** AB7259 DESIGNATION - T 20 RESET AB7259 PID - AB7259 AB7259 STATE/COUNTY- IL/GRUNDY AB7259 USGS QUAD - MORRIS (1993) AB7259 AB7259 *CURRENT SURVEY CONTROL AB7259 ___________________________________________________________________ AB7259* NAD 83(1997)- 41 15 21.20858(N) 088 25 10.66715(W) ADJUSTED AB7259* NAVD 88 - 176.27 (meters) 578.3 (feet) RESET AB7259 ___________________________________________________________________ AB7259 X - 132,435.350 (meters) COMP AB7259 Y - -4,800,180.388 (meters) COMP AB7259 Z - 4,183,923.750 (meters) COMP AB7259 LAPLACE CORR- -0.70 (seconds) DEFLEC99 AB7259 ELLIP HEIGHT- 143.53 (meters) (02/03/05) GPS OBS AB7259 GEOID HEIGHT- -32.73 (meters) GEOID03 AB7259 AB7259 HORZ ORDER - FIRST AB7259 VERT ORDER - THIRD AB7259 ELLP ORDER - FOURTH CLASS II AB7259 AB7259.The horizontal coordinates were established by GPS observations AB7259.and adjusted by the AMERICAN SURVEYING in March 2003. AB7259 AB7259.The orthometric height was computed from unverified reset data. AB7259 AB7259.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB7259 AB7259.The Laplace correction was computed from DEFLEC99 derived deflections. AB7259 AB7259.The ellipsoidal height was determined by GPS observations AB7259.and is referenced to NAD 83. AB7259 AB7259.The geoid height was determined by GEOID03. AB7259 AB7259; North East Units Scale Factor Converg. AB7259;SPC IL E - 509,463.037 292,767.767 MT 0.99997564 -0 03 24.9 AB7259;UTM 16 - 4,568,135.753 381,068.302 MT 0.99977408 -0 56 10.5 AB7259 AB7259! - Elev Factor x Scale Factor = Combined Factor AB7259!SPC IL E - 0.99997749 x 0.99997564 = 0.99995313 AB7259!UTM 16 - 0.99997749 x 0.99977408 = 0.99975157 AB7259 AB7259 SUPERSEDED SURVEY CONTROL AB7259 AB7259 ELLIP H (03/04/03) 143.54 (m) GP( ) 4 2 AB7259 NAVD 88 (03/04/03) 176.27 (m) 578.3 (f) LEVELING 3 AB7259 AB7259.Superseded values are not recommended for survey control. AB7259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB7259.See file dsdata.txt to determine how the superseded data were derived. AB7259 AB7259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8106868136(NAD 83) AB7259_MARKER: DV = VERTICAL CONTROL DISK AB7259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB7259_STAMPING: T 20 RESET 1994 AB7259_MARK LOGO: NGS AB7259_PROJECTION: FLUSH AB7259_MAGNETIC: N = NO MAGNETIC MATERIAL AB7259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7259+STABILITY: SURFACE MOTION AB7259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB7259+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005 AB7259 AB7259 HISTORY - Date Condition Report By AB7259 HISTORY - 1994 MONUMENTED NGS AB7259 HISTORY - 200205 GOOD ASCPC AB7259 HISTORY - 20050131 GOOD LOCSUR AB7259 AB7259 STATION DESCRIPTION AB7259 AB7259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RKB) AB7259'STATION IS LOCATED APPROXIMATELY 1.1 MI (1.8 KM) NORTH OF MAZON ALONG AB7259'STATE ROUTE 47, UNDER A LARGE POWER LINE AND JUST SOUTH OF A SMALL AB7259'CREEK WHICH FLOWS UNDER THE HIGHWAY THROUGH A BOX CULVERT, 17.0 M AB7259'(55.8 FT) NORTH OF THE APPROXIMATE CENTERLINE OF REED ROAD (COUNTY AB7259'ROAD S 2000) EXTENDED WEST, 14.9 M (48.9 FT) WEST OF THE CENTERLINE OF AB7259'ROUTE 47, 52.5 M (172.2 FT) SOUTH SOUTHEAST OF THE SOUTH LEG OF THE AB7259'SOUTHERNMOST OF TWIN POWER LINE TOWERS, 11.5 M (37.7 FT) NORTH OF THE AB7259'APPROXIMATE CENTERLINE OF A FIELD ENTRANCE WEST, 0.3 M (1.0 FT) EAST AB7259'OF A FIBERGLASS WITNESS POST, AND SET FLUSH WITH THE GROUND IN A ROUND AB7259'CONCRETE MONUMENT. AB7259 AB7259 STATION RECOVERY (2002) AB7259 AB7259'RECOVERY NOTE BY AMERICAN SURVEYING CONSULTANTS PC 2002 AB7259'RECOVERED AS DESCRIBED AB7259' AB7259' AB7259 AB7259 STATION RECOVERY (2005) AB7259 AB7259'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2005 (MJM) AB7259'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0158 *********************************************************************** MF0158 DESIGNATION - U 141 RESET 1971 MF0158 PID - MF0158 MF0158 STATE/COUNTY- IL/GRUNDY MF0158 USGS QUAD - LISBON (1993) MF0158 MF0158 *CURRENT SURVEY CONTROL MF0158 ___________________________________________________________________ MF0158* NAD 83(1986)- 41 24 42. (N) 088 22 35. (W) SCALED MF0158* NAVD 88 - 166.28 (meters) 545.5 (feet) RESET MF0158 ___________________________________________________________________ MF0158 GEOID HEIGHT- -32.93 (meters) GEOID03 MF0158 MF0158 VERT ORDER - THIRD MF0158 MF0158.The horizontal coordinates were scaled from a topographic map and have MF0158.an estimated accuracy of +/- 6 seconds. MF0158 MF0158.The orthometric height was computed from unverified reset data. MF0158 MF0158.The geoid height was determined by GEOID03. MF0158 MF0158; North East Units Estimated Accuracy MF0158;SPC IL E - 526,760. 296,400. MT (+/- 180 meters Scaled) MF0158 MF0158 SUPERSEDED SURVEY CONTROL MF0158 MF0158.No superseded survey control is available for this station. MF0158 MF0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL849853(NAD 83) MF0158_MARKER: DB = BENCH MARK DISK MF0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0158_STAMPING: U 141 RESET 1971 MF0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0158+STABILITY: SURFACE MOTION MF0158 MF0158 HISTORY - Date Condition Report By MF0158 HISTORY - 1971 MONUMENTED NGS MF0158 HISTORY - 19890907 MARK NOT FOUND USPSQD MF0158 MF0158 STATION DESCRIPTION MF0158 MF0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0158'3 MI NE FROM MORRIS. MF0158'ABOUT 3.05 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION MF0158'WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, 59 FEET MF0158'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A METAL MF0158'WITNESS POST, 27 FEET EAST OF THE CENTERLINE OF A FIELD ENTRANCE, MF0158'SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 INCHES. MF0158 MF0158 STATION RECOVERY (1989) MF0158 MF0158'RECOVERY NOTE BY US POWER SQUADRON 1989 (JEB) MF0158'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0211 *********************************************************************** MF0211 DESIGNATION - V 140 RESET 1964 MF0211 PID - MF0211 MF0211 STATE/COUNTY- IL/GRUNDY MF0211 USGS QUAD - MORRIS (1993) MF0211 MF0211 *CURRENT SURVEY CONTROL MF0211 ___________________________________________________________________ MF0211* NAD 83(1986)- 41 21 31. (N) 088 25 46. (W) SCALED MF0211* NAVD 88 - 153.95 (meters) 505.1 (feet) RESET MF0211 ___________________________________________________________________ MF0211 GEOID HEIGHT- -32.88 (meters) GEOID03 MF0211 MF0211 VERT ORDER - THIRD MF0211 MF0211.The horizontal coordinates were scaled from a topographic map and have MF0211.an estimated accuracy of +/- 6 seconds. MF0211 MF0211.The orthometric height was computed from unverified reset data. MF0211.No vertical observational check was made to the station. MF0211 MF0211.The geoid height was determined by GEOID03. MF0211 MF0211; North East Units Estimated Accuracy MF0211;SPC IL E - 520,870. 291,960. MT (+/- 180 meters Scaled) MF0211 MF0211 SUPERSEDED SURVEY CONTROL MF0211 MF0211 NGVD 29 (??/??/??) 154.02 (m) 505.3 (f) RESET 3 MF0211 MF0211.Superseded values are not recommended for survey control. MF0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0211.See file dsdata.txt to determine how the superseded data were derived. MF0211 MF0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL804795(NAD 83) MF0211_MARKER: DB = BENCH MARK DISK MF0211_SETTING: 36 = SET IN A MASSIVE STRUCTURE MF0211_SP_SET: BRIDGE MF0211_STAMPING: V 140 RESET 1964 MF0211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MF0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR MF0211+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2005 MF0211 MF0211 HISTORY - Date Condition Report By MF0211 HISTORY - 1964 MONUMENTED CHAMBA MF0211 HISTORY - 20050117 GOOD GEOCAC MF0211 MF0211 STATION DESCRIPTION MF0211 MF0211'DESCRIBED BY CHAMBLIN AND ASSOCIATES 1964 MF0211'0.2 MI N FROM MORRIS. MF0211'ABOUT 0.15 MILES NORTH ALONG LIBERTY STREET FROM THE COURT HOUSE MF0211'AT MORRIS, THENCE ABOUT 0.3 MILES WEST ALONG JEFFERSON STREET, MF0211'SET IN THE TOP OF THE CONCRETE RETAINING WALL ALONG THE EAST MF0211'SIDE OF A CREEK AT THE EAST END OF A CONCRETE BRIDGE, 90 FEET MF0211'WEST OF THE CENTER OF THE CONCRETE WALK TO THE HOUSE AT 515 MF0211'JEFFERSON STREET, 14 FEET SOUTH OF THE SOUTH CURB OF JEFFERSON MF0211'STREET, 7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, MF0211'4 FEET SOUTHWEST OF A POWER POLE NO. 423, ABOUT 1/2 FOOT MF0211'BELOW THE STREET. MF0211 MF0211 STATION RECOVERY (2005) MF0211 MF0211'RECOVERY NOTE BY GEOCACHING 2005 (KMP) MF0211'GARMIN 72 GPS COORDINATES AT SITE WERE N41*21.540 / W088*25.773. MF0211'ACCURACY +/- 34 FEET. PREVIOUS MARK MF0209 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0230 *********************************************************************** MF0230 DESIGNATION - VICK 2 MF0230 PID - MF0230 MF0230 STATE/COUNTY- IL/GRUNDY MF0230 USGS QUAD - DWIGHT (1983) MF0230 MF0230 *CURRENT SURVEY CONTROL MF0230 ___________________________________________________________________ MF0230* NAD 83(1997)- 41 06 53.65042(N) 088 24 47.95612(W) ADJUSTED MF0230* NAVD 88 - 190.44 (meters) 624.8 (feet) RESET MF0230 ___________________________________________________________________ MF0230 LAPLACE CORR- -1.29 (seconds) DEFLEC99 MF0230 GEOID HEIGHT- -32.47 (meters) GEOID03 MF0230 MF0230 HORZ ORDER - THIRD MF0230 VERT ORDER - THIRD MF0230 MF0230.The horizontal coordinates were established by classical geodetic methods MF0230.and adjusted by the National Geodetic Survey in October 1999. MF0230.No horizontal observational check was made to the station. MF0230 MF0230.The orthometric height was computed from unverified reset data. MF0230 MF0230.The Laplace correction was computed from DEFLEC99 derived deflections. MF0230 MF0230.The geoid height was determined by GEOID03. MF0230 MF0230; North East Units Scale Factor Converg. MF0230;SPC IL E - 493,805.105 293,282.079 MT 0.99997556 -0 03 09.4 MF0230;UTM 16 - 4,552,474.940 381,342.536 MT 0.99977328 -0 55 46.1 MF0230 MF0230! - Elev Factor x Scale Factor = Combined Factor MF0230!SPC IL E - 0.99997522 x 0.99997556 = 0.99995078 MF0230!UTM 16 - 0.99997522 x 0.99977328 = 0.99974851 MF0230 MF0230: Primary Azimuth Mark Grid Az MF0230:SPC IL E - VICK 2 RM 5 356 48 47.1 MF0230:UTM 16 - VICK 2 RM 5 357 41 23.8 MF0230 MF0230|---------------------------------------------------------------------| MF0230| PID Reference Object Distance Geod. Az | MF0230| dddmmss.s | MF0230| MF0233 VICK 2 RM 4 5.582 METERS 05852 | MF0230| MF0232 VICK 2 RM 3 5.853 METERS 18746 | MF0230| MF1428 DWIGHT METHODIST CHURCH SPIRE APPROX. 2.7 KM 2093938.6 | MF0230| MF1427 DWIGHT OAKDALE REFORM WOMEN TK APPROX. 5.3 KM 2451451.8 | MF0230| MF0228 VICK RM 1 29.124 METERS 28445 | MF0230| MF0229 VICK 44.891 METERS 31910 | MF0230| MF0234 VICK 2 RM 5 3564537.7 | MF0230|---------------------------------------------------------------------| MF0230 MF0230 SUPERSEDED SURVEY CONTROL MF0230 MF0230 NAD 83(1997)- 41 06 53.65733(N) 088 24 47.96180(W) AD( ) 3 MF0230 NAD 83(1986)- 41 06 53.65916(N) 088 24 47.96799(W) AD( ) 3 MF0230 NAD 27 - 41 06 53.54426(N) 088 24 47.75554(W) AD( ) 3 MF0230 NGVD 29 (07/19/86) 190.51 (m) 625.0 (f) LEVELING 3 MF0230 MF0230.Superseded values are not recommended for survey control. MF0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MF0230.See file dsdata.txt to determine how the superseded data were derived. MF0230 MF0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL8134352475(NAD 83) MF0230_MARKER: DE = TRAVERSE STATION DISK MF0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0230_STAMPING: VICK 2 1972 MF0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0230+STABILITY: SURFACE MOTION MF0230 MF0230 HISTORY - Date Condition Report By MF0230 HISTORY - 1972 MONUMENTED NGS MF0230 HISTORY - 1972 GOOD NGS MF0230 HISTORY - 1989 GOOD USPSQD MF0230 HISTORY - 1990 GOOD USPSQD MF0230 MF0230 STATION DESCRIPTION MF0230 MF0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS) MF0230'LOCATED ABOUT 1-1/2 MILES NORTHEAST OF DWIGHT, 0.35 MILE NORTH MF0230'OF THE JUNCTION OF U.S. HIGHWAY 66 AND STATE HIGHWAY 47, IN MF0230'THE SOUTHEAST ANGLE OF THE INTERCHANGE OF INTERSTATE HIGHWAY MF0230'55 AND HIGHWAY 47, ON ROAD RIGHT-OF-WAY, 152 FEET EAST OF THE MF0230'CENTERLINE OF HIGHWAY 47, 1 FOOT NORTH OF A METAL WITNESS POST, MF0230'19 FEET NORTH OF A METAL WITNESS POST AND 19 FEET SOUTHWEST OF A MF0230'METAL WITNESS POST. THE MONUMENT PROJECTS 2 INCHES AND THE MF0230'DISK IS STAMPED VICK 2 1972. MF0230' MF0230'REFERENCE MARK 3 IS 150 FEET EAST OF THE CENTERLINE OF THE MF0230'HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS POST AND 18 FEET MF0230'SOUTHEAST OF A METAL WITNESS POST. THE MONUMENT IS FLUSH AND MF0230'THE DISK IS STAMPED VICK 2 NO 3 1972. MF0230' MF0230'REFERENCE MARK 4 IS 168 FEET EAST OF THE CENTERLINE OF THE MF0230'HIGHWAY, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT SOUTH OF MF0230'A METAL WITNESS POST, 18 FEET NORTHEAST OF A METAL WITNESS MF0230'POST AND 34 FEET NORTHEAST OF A METAL WITNESS POST. THE MF0230'MONUMENT PROJECTS 3 INCHES AND THE DISK IS STAMPED VICK 2 NO 4 MF0230'1972. MF0230' MF0230'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED VICK MF0230'2 NO 5 1972, 0.6 MILE NORTH ALONG STATE HIGHWAY 47 FROM THE MF0230'STATION, 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT MF0230'WEST OF A METAL WITNESS POST AND 366 FEET SOUTH OF THE CENTERLINE MF0230'OF SCULLY ROAD. THE MONUMENT PROJECTS 6 INCHES. MF0230' MF0230'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. MF0230 MF0230 STATION RECOVERY (1972) MF0230 MF0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MF0230'0.4 MI N FROM DWIGHT. MF0230'0.35 MILE NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH MF0230'U.S. HIGHWAY 66 AT THE NORTH EDGE OF DWIGHT, IN THE SOUTHEAST MF0230'ANGLE OF THE INTERCHANGE OF INTERSTATE HIGHWAY 55 AND HIGHWAY 47, MF0230'152 FEET EAST OF THE CENTERLINE OF HIGHWAY 47, 1 FOOT NORTH OF A MF0230'METAL WITNESS POST, 19 FEET NORTH OF A METAL WITNESS POST, 19 MF0230'FEET SOUTHWEST OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND MF0230'CONCRETE POST PROJECTING 2 INCHES. MF0230 MF0230 STATION RECOVERY (1989) MF0230 MF0230'RECOVERY NOTE BY US POWER SQUADRON 1989 (JBL) MF0230'RECOVERED IN GOOD CONDITION. MF0230 MF0230 STATION RECOVERY (1990) MF0230 MF0230'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB) MF0230'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0232 *********************************************************************** MF0232 DESIGNATION - VICK 2 RM 3 MF0232 PID - MF0232 MF0232 STATE/COUNTY- IL/GRUNDY MF0232 USGS QUAD - DWIGHT (1983) MF0232 MF0232 *CURRENT SURVEY CONTROL MF0232 ___________________________________________________________________ MF0232* NAD 83(1986)- 41 06 55. (N) 088 24 47. (W) SCALED MF0232* NAVD 88 - 190.44 (meters) 624.8 (feet) RESET MF0232 ___________________________________________________________________ MF0232 GEOID HEIGHT- -32.47 (meters) GEOID03 MF0232 MF0232 VERT ORDER - THIRD MF0232 MF0232.The horizontal coordinates were scaled from a topographic map and have MF0232.an estimated accuracy of +/- 6 seconds. MF0232 MF0232.The orthometric height was computed from unverified reset data. MF0232 MF0232.The geoid height was determined by GEOID03. MF0232 MF0232; North East Units Estimated Accuracy MF0232;SPC IL E - 493,850. 293,300. MT (+/- 180 meters Scaled) MF0232 MF0232 SUPERSEDED SURVEY CONTROL MF0232 MF0232.No superseded survey control is available for this station. MF0232 MF0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL813525(NAD 83) MF0232_MARKER: DR = REFERENCE MARK DISK MF0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0232_STAMPING: VICK 2 NO 3 1972 MF0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0232+STABILITY: SURFACE MOTION MF0232 MF0232 HISTORY - Date Condition Report By MF0232 HISTORY - 1972 MONUMENTED NGS MF0232 MF0232 STATION DESCRIPTION MF0232 MF0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 MF0232'0.4 MI N FROM DWIGHT. MF0232'0.35 MILE NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH MF0232'U.S. HIGHWAY 66 AT THE NORTH EDGE OF DWIGHT, AT THE SOUTHEAST MF0232'ANGLE OF THE INTERCHANGE OF INTERSTATE HIGHWAY 55 AND HIGHWAY MF0232'47, ON ROAD RIGHT-OF-WAY, 150 FEET EAST OF THE CENTERLINE OF MF0232'HIGHWAY 47, 1 FOOT NORTH OF A METAL WITNESS POST AND 18 FEET MF0232'SOUTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND MF0232'CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0233 *********************************************************************** MF0233 DESIGNATION - VICK 2 RM 4 MF0233 PID - MF0233 MF0233 STATE/COUNTY- IL/GRUNDY MF0233 USGS QUAD - DWIGHT (1983) MF0233 MF0233 *CURRENT SURVEY CONTROL MF0233 ___________________________________________________________________ MF0233* NAD 83(1986)- 41 06 55. (N) 088 24 47. (W) SCALED MF0233* NAVD 88 - 190.50 (meters) 625.0 (feet) RESET MF0233 ___________________________________________________________________ MF0233 GEOID HEIGHT- -32.47 (meters) GEOID03 MF0233 MF0233 VERT ORDER - THIRD MF0233 MF0233.The horizontal coordinates were scaled from a topographic map and have MF0233.an estimated accuracy of +/- 6 seconds. MF0233 MF0233.The orthometric height was computed from unverified reset data. MF0233 MF0233.The geoid height was determined by GEOID03. MF0233 MF0233; North East Units Estimated Accuracy MF0233;SPC IL E - 493,850. 293,300. MT (+/- 180 meters Scaled) MF0233 MF0233 SUPERSEDED SURVEY CONTROL MF0233 MF0233.No superseded survey control is available for this station. MF0233 MF0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL813525(NAD 83) MF0233_MARKER: DR = REFERENCE MARK DISK MF0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0233_STAMPING: VICK 2 NO 4 1972 MF0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0233+STABILITY: SURFACE MOTION MF0233 MF0233 HISTORY - Date Condition Report By MF0233 HISTORY - 1972 MONUMENTED NGS MF0233 HISTORY - 1990 GOOD USPSQD MF0233 MF0233 STATION DESCRIPTION MF0233 MF0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 MF0233'0.4 MI N FROM DWIGHT. MF0233'0.35 MILE NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH MF0233'U.S. HIGHWAY 66 AT THE NORTH EDGE OF DWIGHT, 168 FEET EAST OF THE MF0233'CENTERLINE OF HIGHWAY 47, IN THE SOUTHEAST ANGLE OF THE INTERCHANGE MF0233'OF INTERSTATE HIGHWAY 47 AND HIGHWAY 47, 1 FOOT SOUTH OF A METAL MF0233'WITNESS POST, 18 FEET NORTHEAST OF A METAL WITNESS POST, 34 FEET MF0233'NORTHEAST OF A METAL WITNESS POST, SET IN THE TOP OF A ROUND MF0233'CONCRETE POST PROJECTING 3 INCHES. MF0233 MF0233 STATION RECOVERY (1990) MF0233 MF0233'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB) MF0233'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0234 *********************************************************************** MF0234 DESIGNATION - VICK 2 RM 5 MF0234 PID - MF0234 MF0234 STATE/COUNTY- IL/GRUNDY MF0234 USGS QUAD - DWIGHT (1983) MF0234 MF0234 *CURRENT SURVEY CONTROL MF0234 ___________________________________________________________________ MF0234* NAD 83(1986)- 41 07 27. (N) 088 24 53. (W) SCALED MF0234* NAVD 88 - 188.71 (meters) 619.1 (feet) RESET MF0234 ___________________________________________________________________ MF0234 GEOID HEIGHT- -32.49 (meters) GEOID03 MF0234 MF0234 VERT ORDER - THIRD MF0234 MF0234.The horizontal coordinates were scaled from a topographic map and have MF0234.an estimated accuracy of +/- 6 seconds. MF0234 MF0234.The orthometric height was computed from unverified reset data. MF0234 MF0234.The geoid height was determined by GEOID03. MF0234 MF0234; North East Units Estimated Accuracy MF0234;SPC IL E - 494,830. 293,170. MT (+/- 180 meters Scaled) MF0234 MF0234 SUPERSEDED SURVEY CONTROL MF0234 MF0234.No superseded survey control is available for this station. MF0234 MF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL812535(NAD 83) MF0234_MARKER: DR = REFERENCE MARK DISK MF0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0234_STAMPING: VICK 2 NO 5 1972 MF0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0234+STABILITY: SURFACE MOTION MF0234 MF0234 HISTORY - Date Condition Report By MF0234 HISTORY - 1972 MONUMENTED NGS MF0234 MF0234 STATION DESCRIPTION MF0234 MF0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 MF0234'1 MI N FROM DWIGHT. MF0234'0.95 MILE NORTH ALONG STATE HIGHWAY 47 FROM ITS JUNCTION WITH MF0234'U.S. HIGHWAY 66 AT THE NORTH EDGE OF DWIGHT, 41 FEET EAST OF THE MF0234'CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF A METAL WITNESS POST, MF0234'366 FEET SOUTH OF THE CENTERLINE OF SCULLY ROAD, SET IN THE TOP MF0234'OF A ROUND CONCRETE POST PROJECTING 6 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0210 *********************************************************************** MF0210 DESIGNATION - W 140 RESET 1971 MF0210 PID - MF0210 MF0210 STATE/COUNTY- IL/GRUNDY MF0210 USGS QUAD - MORRIS (1993) MF0210 MF0210 *CURRENT SURVEY CONTROL MF0210 ___________________________________________________________________ MF0210* NAD 83(1986)- 41 21 26. (N) 088 26 24. (W) SCALED MF0210* NAVD 88 - 154.50 (meters) 506.9 (feet) RESET MF0210 ___________________________________________________________________ MF0210 GEOID HEIGHT- -32.88 (meters) GEOID03 MF0210 MF0210 VERT ORDER - THIRD MF0210 MF0210.The horizontal coordinates were scaled from a topographic map and have MF0210.an estimated accuracy of +/- 6 seconds. MF0210 MF0210.The orthometric height was computed from unverified reset data. MF0210 MF0210.The geoid height was determined by GEOID03. MF0210 MF0210; North East Units Estimated Accuracy MF0210;SPC IL E - 520,720. 291,070. MT (+/- 180 meters Scaled) MF0210 MF0210 SUPERSEDED SURVEY CONTROL MF0210 MF0210.No superseded survey control is available for this station. MF0210 MF0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL795794(NAD 83) MF0210_MARKER: DB = BENCH MARK DISK MF0210_SETTING: 30 = SET IN A LIGHT STRUCTURE MF0210_SP_SET: PARPET WALL MF0210_STAMPING: W 140 RESET 1971 MF0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MF0210 MF0210 HISTORY - Date Condition Report By MF0210 HISTORY - 1971 MONUMENTED CHAMBA MF0210 MF0210 STATION DESCRIPTION MF0210 MF0210'DESCRIBED BY CHAMBLIN AND ASSOCIATES 1971 MF0210'1.2 MI W FROM MORRIS. MF0210'ABOUT 0.15 MILE NORTH ALONG LIBERTY STREET FROM THE COURT HOUSE AT MF0210'MORRIS, THENCE ABOUT 0.8 MILE WEST ALONG JEFFERSON STREET, THENCE MF0210'ABOUT 0.2 MILE SOUTHWEST ALONG RIVER ROAD, AT THE ENTRANCE TO THE MF0210'GEBHART WOODS STATE PARK, SET IN THE TOP OF THE PARPET WALL ON THE MF0210'SOUTHEAST CORNER OF THE NEW SPAN PRECAST CONCRETE BRIDGE LOCATED MF0210'APPROXIMATELY THE SAME LOCATION AS THE OLD BRIDGE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 MF0168 *********************************************************************** MF0168 DESIGNATION - Y 142 RESET 1971 MF0168 PID - MF0168 MF0168 STATE/COUNTY- IL/GRUNDY MF0168 USGS QUAD - MINOOKA (1993) MF0168 MF0168 *CURRENT SURVEY CONTROL MF0168 ___________________________________________________________________ MF0168* NAD 83(1986)- 41 25 04. (N) 088 17 20. (W) SCALED MF0168* NAVD 88 - 186.11 (meters) 610.6 (feet) RESET MF0168 ___________________________________________________________________ MF0168 GEOID HEIGHT- -32.93 (meters) GEOID03 MF0168 MF0168 VERT ORDER - THIRD MF0168 MF0168.The horizontal coordinates were scaled from a topographic map and have MF0168.an estimated accuracy of +/- 6 seconds. MF0168 MF0168.The orthometric height was computed from unverified reset data. MF0168 MF0168.The geoid height was determined by GEOID03. MF0168 MF0168; North East Units Estimated Accuracy MF0168;SPC IL E - 527,440. 303,720. MT (+/- 180 meters Scaled) MF0168 MF0168 SUPERSEDED SURVEY CONTROL MF0168 MF0168.No superseded survey control is available for this station. MF0168 MF0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCL922859(NAD 83) MF0168_MARKER: DB = BENCH MARK DISK MF0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT MF0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT MF0168_STAMPING: Y 142 RESET 1971 MF0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MF0168+STABILITY: SURFACE MOTION MF0168 MF0168 HISTORY - Date Condition Report By MF0168 HISTORY - 1971 MONUMENTED NGS MF0168 MF0168 STATION DESCRIPTION MF0168 MF0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 MF0168'7.8 MI NE FROM MORRIS. MF0168'ABOUT 7.7 MILES NORTHEAST ALONG U.S. HIGHWAY 6 FROM ITS MF0168'JUNCTION WITH STATE HIGHWAY 47 AT THE NORTH EDGE OF MORRIS, MF0168'1 FOOT SOUTHWEST OF A METAL WITNESS POST, 1 FOOT NORTHEAST OF A MF0168'CONCRETE RIGHT-OF-WAY POST 111 FEET SOUTH OF THE CENTERLINE OF MF0168'THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF A GRAVELED MF0168'ROAD, 22 FEET SOUTHWEST OF A 20 INCH OAK TREE, SET IN THE TOP MF0168'OF A CONCRETE POST PROJECTING 3 INCHES.