1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC1613 *********************************************************************** LC1613 DESIGNATION - BLUE RM 3 LC1613 PID - LC1613 LC1613 STATE/COUNTY- IL/PIATT LC1613 USGS QUAD - BELLFLOWER (1983) LC1613 LC1613 *CURRENT SURVEY CONTROL LC1613 ___________________________________________________________________ LC1613* NAD 83(1986)- 40 15 09. (N) 088 34 42. (W) SCALED LC1613* NAVD 88 - 221.12 (meters) 725.5 (feet) RESET LC1613 ___________________________________________________________________ LC1613 GEOID HEIGHT- -31.92 (meters) GEOID03 LC1613 LC1613 VERT ORDER - THIRD LC1613 LC1613.The horizontal coordinates were scaled from a topographic map and have LC1613.an estimated accuracy of +/- 6 seconds. LC1613 LC1613.The orthometric height was computed from unverified reset data. LC1613.No vertical observational check was made to the station. LC1613 LC1613.The geoid height was determined by GEOID03. LC1613 LC1613; North East Units Estimated Accuracy LC1613;SPC IL E - 398,070. 279,160. MT (+/- 180 meters Scaled) LC1613 LC1613 SUPERSEDED SURVEY CONTROL LC1613 LC1613 NGVD 29 (06/09/05) 221.16 (m) 725.6 (f) RESET 3 LC1613 LC1613.Superseded values are not recommended for survey control. LC1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC1613.See file dsdata.txt to determine how the superseded data were derived. LC1613 LC1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK657569(NAD 83) LC1613_MARKER: DR = REFERENCE MARK DISK LC1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC1613_STAMPING: BLUE 1959 NO 3 1978 LC1613_PROJECTION: RECESSED 3 CENTIMETERS LC1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC1613+STABILITY: SURFACE MOTION LC1613 LC1613 HISTORY - Date Condition Report By LC1613 HISTORY - 1978 MONUMENTED NGS LC1613 LC1613 STATION DESCRIPTION LC1613 LC1613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 LC1613'3.0 MI ENE FROM FARMER CITY. LC1613'0.85 MILE NORTHERLY ALONG STATE HIGHWAY 54 FROM ITS JUNCTION WITH U.S. LC1613'HIGHWAY 150 IN FARMER CITY, THENCE 0.2 MILE EAST TO A T-ROAD, THENCE LC1613'1.35 MILE EAST AND NORTHEAST ALONG PAVED ROAD, 25 FEET SOUTH OF CENTER LC1613'LINE OF ROAD, 46 FEET NORTHEAST OF FENCE CORNER POST. LC1613'THE MARK IS 55 FT E FROM A WITNESS POST. LC1613'THE MARK IS 1 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0617 *********************************************************************** LC0617 DESIGNATION - C 204 RESET 1961 LC0617 PID - LC0617 LC0617 STATE/COUNTY- IL/PIATT LC0617 USGS QUAD - MANSFIELD (1979) LC0617 LC0617 *CURRENT SURVEY CONTROL LC0617 ___________________________________________________________________ LC0617* NAD 83(1986)- 40 13 23. (N) 088 31 45. (W) SCALED LC0617* NAVD 88 - 222.70 (meters) 730.6 (feet) RESET LC0617 ___________________________________________________________________ LC0617 GEOID HEIGHT- -31.95 (meters) GEOID03 LC0617 LC0617 VERT ORDER - THIRD LC0617 LC0617.The horizontal coordinates were scaled from a topographic map and have LC0617.an estimated accuracy of +/- 6 seconds. LC0617 LC0617.The orthometric height was computed from unverified reset data. LC0617.No vertical observational check was made to the station. LC0617 LC0617.The geoid height was determined by GEOID03. LC0617 LC0617; North East Units Estimated Accuracy LC0617;SPC IL E - 394,790. 283,330. MT (+/- 180 meters Scaled) LC0617 LC0617 SUPERSEDED SURVEY CONTROL LC0617 LC0617 NGVD 29 (??/??/??) 222.74 (m) 730.8 (f) RESET 3 LC0617 LC0617.Superseded values are not recommended for survey control. LC0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0617.See file dsdata.txt to determine how the superseded data were derived. LC0617 LC0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK698536(NAD 83) LC0617_MARKER: DD = SURVEY DISK LC0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0617_STAMPING: C 204 1959 RESET 1961 LC0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0617+STABILITY: SURFACE MOTION LC0617 LC0617 HISTORY - Date Condition Report By LC0617 HISTORY - 1961 MONUMENTED CGS LC0617 LC0617 STATION DESCRIPTION LC0617 LC0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0617'1.4 MI NW FROM MANSFIELD. LC0617'ABOUT 0.45 MILES WEST ALONG THE NEW YORK CENTRAL RAIL ROAD FROM THE LC0617'STATION IN MANSFIELD, THENCE 0.55 MILES NORTH ALONG A GRAVEL ROAD LC0617'THENCE 0.45 MILES WEST ALONG A GRAVEL ROAD, AT A FENCE CORNER LC0617'SOUTH OF THE ROAD, 27 FEET SOUTH OF THE CENTER LINE OF THE ROAD, LC0617'1 FOOT NORTH OF THE FENCE, 9 FEET WEST OF THE FENCE CORNER, 48 FEET LC0617'WEST OF A POWER POLE, 2.9 FEET EAST-NORTHEAST OF A METAL WITNESS LC0617'POST, 1 FOOT BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A LC0617'CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0619 *********************************************************************** LC0619 DESIGNATION - D 204 RESET 1961 LC0619 PID - LC0619 LC0619 STATE/COUNTY- IL/PIATT LC0619 USGS QUAD - MANSFIELD (1979) LC0619 LC0619 *CURRENT SURVEY CONTROL LC0619 ___________________________________________________________________ LC0619* NAD 83(1986)- 40 12 54. (N) 088 30 04. (W) SCALED LC0619* NAVD 88 - 221.98 (meters) 728.3 (feet) RESET LC0619 ___________________________________________________________________ LC0619 GEOID HEIGHT- -31.97 (meters) GEOID03 LC0619 LC0619 VERT ORDER - THIRD LC0619 LC0619.The horizontal coordinates were scaled from a topographic map and have LC0619.an estimated accuracy of +/- 6 seconds. LC0619 LC0619.The orthometric height was computed from unverified reset data. LC0619.No vertical observational check was made to the station. LC0619 LC0619.The geoid height was determined by GEOID03. LC0619 LC0619; North East Units Estimated Accuracy LC0619;SPC IL E - 393,890. 285,720. MT (+/- 180 meters Scaled) LC0619 LC0619 SUPERSEDED SURVEY CONTROL LC0619 LC0619 NGVD 29 (??/??/??) 222.03 (m) 728.4 (f) RESET 3 LC0619 LC0619.Superseded values are not recommended for survey control. LC0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0619.See file dsdata.txt to determine how the superseded data were derived. LC0619 LC0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK722527(NAD 83) LC0619_MARKER: DB = BENCH MARK DISK LC0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0619_STAMPING: D 204 1959 RESET 1961 LC0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0619+STABILITY: SURFACE MOTION LC0619 LC0619 HISTORY - Date Condition Report By LC0619 HISTORY - 1961 MONUMENTED CGS LC0619 LC0619 STATION DESCRIPTION LC0619 LC0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 LC0619'0.8 MI NE FROM MANSFIELD. LC0619'ABOUT 0.6 MILES EAST ALONG U.S. HIGHWAY 150 FROM THE NEW YORK LC0619'CENTRAL RAIL ROAD STATION IN MANSFIELD, THENCE 0.15 MILES NORTH LC0619'ALONG AN OILED ROAD AT THE JUNCTION OF AN OILED ROAD WEST AND A LC0619'GRAVEL ROAD EAST, 56 FEET WEST OF THE CENTER LINE OF THE ROAD, 29 LC0619'FEET NORTH OF THE CENTER LINE OF THE OILED ROAD WEST, 58 FEET NORTH LC0619'WEST OF THE CENTER OF THE JUNCTION, 1 FOOT SOUTH OF THE FENCE, LC0619'33 FEET WEST OF THE FENCE CORNER, 34 FEET WEST OF A POWER POLE, LC0619'1.8 FEET EAST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF LC0619'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0643 *********************************************************************** KB0643 DESIGNATION - K 23 RESET 1959 KB0643 PID - KB0643 KB0643 STATE/COUNTY- IL/PIATT KB0643 USGS QUAD - BEMENT (1983) KB0643 KB0643 *CURRENT SURVEY CONTROL KB0643 ___________________________________________________________________ KB0643* NAD 83(1986)- 39 53 37. (N) 088 34 46. (W) SCALED KB0643* NAVD 88 - 207.25 (meters) 680.0 (feet) RESET KB0643 ___________________________________________________________________ KB0643 GEOID HEIGHT- -32.14 (meters) GEOID03 KB0643 KB0643 VERT ORDER - THIRD KB0643 KB0643.The horizontal coordinates were scaled from a topographic map and have KB0643.an estimated accuracy of +/- 6 seconds. KB0643 KB0643.The orthometric height was computed from unverified reset data. KB0643.No vertical observational check was made to the station. KB0643 KB0643.The geoid height was determined by GEOID03. KB0643 KB0643; North East Units Estimated Accuracy KB0643;SPC IL E - 358,220. 278,950. MT (+/- 180 meters Scaled) KB0643 KB0643 SUPERSEDED SURVEY CONTROL KB0643 KB0643 NGVD 29 (??/??/??) 207.32 (m) 680.2 (f) RESET 3 KB0643 KB0643.Superseded values are not recommended for survey control. KB0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB0643.See file dsdata.txt to determine how the superseded data were derived. KB0643 KB0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK649171(NAD 83) KB0643_MARKER: DD = SURVEY DISK KB0643_SETTING: 30 = SET IN A LIGHT STRUCTURE KB0643_SP_SET: CULVERT KB0643_STAMPING: K 23 RESET 1959 KB0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KB0643 KB0643 HISTORY - Date Condition Report By KB0643 HISTORY - 1959 MONUMENTED ILHD KB0643 KB0643 STATION DESCRIPTION KB0643 KB0643'DESCRIBED BY IL HIGHWAY DEPT 1959 KB0643'2 MI S FROM BEMENT. KB0643'THE MARK IS LOCATED 2.0 MILES SOUTH ALONG THE WABASH RAILROAD KB0643'FROM THE CROSSING OF THE WABASH MAIN-LINE TRACK AT BEMENT, 3 POLES KB0643'NORTH OF MILEPOST 155, AT A HIGHWAY CROSSING, 17.5 FEET WEST OF KB0643'THE CENTERLINE OF THE TRACK, 24.08 FEET NORTH OF THE CENTERLINE KB0643'OF STATE HIGHWAY 47, RENUMBERED ILLINOIS ROUTE 105, AT A 2-BY KB0643'2-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE WEST END OF THE KB0643'NORTH HEADWALL. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0310 *********************************************************************** LC0310 DESIGNATION - MANSFIELD 2 LC0310 PID - LC0310 LC0310 STATE/COUNTY- IL/PIATT LC0310 USGS QUAD - MAHOMET (1975) LC0310 LC0310 *CURRENT SURVEY CONTROL LC0310 ___________________________________________________________________ LC0310* NAD 83(1997)- 40 13 27.04898(N) 088 29 56.84192(W) ADJUSTED LC0310* NAVD 88 - 224.26 (meters) 735.8 (feet) RESET LC0310 ___________________________________________________________________ LC0310 LAPLACE CORR- -1.61 (seconds) DEFLEC99 LC0310 GEOID HEIGHT- -31.97 (meters) GEOID03 LC0310 LC0310 HORZ ORDER - THIRD LC0310 VERT ORDER - THIRD LC0310 LC0310.The horizontal coordinates were established by classical geodetic methods LC0310.and adjusted by the National Geodetic Survey in October 1999. LC0310.No horizontal observational check was made to the station. LC0310 LC0310.The orthometric height was computed from unverified reset data. LC0310.No vertical observational check was made to the station. LC0310 LC0310.The Laplace correction was computed from DEFLEC99 derived deflections. LC0310 LC0310.The geoid height was determined by GEOID03. LC0310 LC0310; North East Units Scale Factor Converg. LC0310;SPC IL E - 394,905.131 285,889.357 MT 0.99997745 -0 06 25.4 LC0310;UTM 16 - 4,453,717.214 372,452.338 MT 0.99980026 -0 58 05.6 LC0310 LC0310! - Elev Factor x Scale Factor = Combined Factor LC0310!SPC IL E - 0.99996984 x 0.99997745 = 0.99994729 LC0310!UTM 16 - 0.99996984 x 0.99980026 = 0.99977010 LC0310 LC0310: Primary Azimuth Mark Grid Az LC0310:SPC IL E - MANSFIELD 2 RM 5 190 46 50.9 LC0310:UTM 16 - MANSFIELD 2 RM 5 191 38 31.1 LC0310 LC0310|---------------------------------------------------------------------| LC0310| PID Reference Object Distance Geod. Az | LC0310| dddmmss.s | LC0310| LC0311 MANSFIELD 2 RM 3 5.660 METERS 00535 | LC0310| LC0309 MANSFIELD 32.737 METERS 09851 | LC0310| CI7762 MANSFIELD 2 AZ MK 1713449.9 | LC0310| LC0312 MANSFIELD 2 RM 4 5.898 METERS 18559 | LC0310| CI7763 MANSFIELD 2 RM 5 1904025.5 | LC0310| LC1775 MANSFIELD MUNICIPAL TANK APPROX. 1.4 KM 2033121.0 | LC0310|---------------------------------------------------------------------| LC0310 LC0310 SUPERSEDED SURVEY CONTROL LC0310 LC0310 NAD 83(1997)- 40 13 27.05363(N) 088 29 56.84089(W) AD( ) 3 LC0310 NAD 83(1986)- 40 13 27.05429(N) 088 29 56.83979(W) AD( ) 3 LC0310 NAD 27 - 40 13 26.93532(N) 088 29 56.62188(W) AD( ) 3 LC0310 NGVD 29 (??/??/??) 224.31 (m) 735.9 (f) RESET 3 LC0310 LC0310.Superseded values are not recommended for survey control. LC0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0310.See file dsdata.txt to determine how the superseded data were derived. LC0310 LC0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK7245253717(NAD 83) LC0310_MARKER: DB = BENCH MARK DISK LC0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0310_STAMPING: MANSFIELD 2 1970 LC0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0310+STABILITY: SURFACE MOTION LC0310 LC0310 HISTORY - Date Condition Report By LC0310 HISTORY - 1970 MONUMENTED NGS LC0310 HISTORY - 1970 GOOD NGS LC0310 HISTORY - 1973 GOOD NGS LC0310 HISTORY - 1973 GOOD ILDT LC0310 LC0310 STATION DESCRIPTION LC0310 LC0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS) LC0310'THE STATION IS LOCATED ABOUT 3/4 MILE NORTHEAST OF MANSFIELD ON LC0310'THE WEST SIDE OF AND ON ROAD RIGHT-OF-WAY, 19 FEET SOUTH OF A LC0310'CONCRETE RIGHT-OF-WAY POST, 1 FOOT NORTH OF A METAL WITNESS LC0310'POST, 17 FEET SOUTH OF A METAL WITNESS POST, 20 FEET NORTH LC0310'OF A METAL WITNESS POST AND 70 FEET WEST OF THE CENTERLINE LC0310'OF THE ROAD. THE MONUMENT PROJECTS 4 INCHES AND THE DISK LC0310'IS STAMPED MANSFIELD 2 1970. LC0310' LC0310'TO REACH THE STATION FROM THE MANSFIELD COMMUNITY HIGH SCHOOL LC0310'AT THE SOUTHEAST EDGE OF MANSFIELD, GO NORTH ON MC KINLEY STREET LC0310'FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 150. CONTINUE LC0310'NORTH ON MC KINLEY STREET FOR 0.2 MILE TO A CROSSROAD.* LC0310'CONTINUE NORTH FOR ABOUT 0.25 MILE TO THE OVERPASS OF INTERSTATE LC0310'HIGHWAY 74. CONTINUE NORTH FOR 0.25 MILE TO A CROSSROAD. LC0310'CONTINUE NORTH ON THE ROAD FOR 0.05 MILE TO THE STATION ON LC0310'THE LEFT. LC0310' LC0310'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON PAVED LC0310'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. LC0310' LC0310'REFERENCE MARK 3 IS 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY LC0310'POST, 1 FOOT NORTH OF A METAL WITNESS POST AND 70 FEET WEST LC0310'OF THE CENTERLINE OF THE ROAD. THE MONUMENT PROJECTS 2 INCHES LC0310'AND THE DISK IS STAMPED MANSFIELD 2 NO 3 1970. LC0310' LC0310'REFERENCE MARK 4 IS 1 FOOT NORTH OF A METAL WITNESS POST, 39 LC0310'FEET SOUTH OF THE RIGHT-OF-WAY POST AND 70 FEET WEST OF THE LC0310'CENTERLINE OF THE ROAD. THE MONUMENT PROJECTS 3 INCHES AND THE LC0310'DISK IS STAMPED MANSFIELD 2 NO 4 1970. LC0310' LC0310'THE AZIMUTH MARK IS 1 FOOT WEST OF A METAL WITNESS POST, 5 LC0310'FEET NORTHEAST OF A 16 INCH TREE, 4 FEET NORTHWEST OF A LC0310'FENCE CORNER, 18 FEET WEST OF THE CENTERLINE OF A DRIVEWAY LC0310'AND 28 FEET SOUTH OF THE CENTERLINE OF THE ROAD. THE MONUMENT LC0310'PROJECTS 3 INCHES AND THE DISK IS STAMPED MANSFIELD 2 1970. LC0310' LC0310'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. LC0310 LC0310 STATION RECOVERY (1970) LC0310 LC0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 LC0310'0.8 MI N FROM MANSFIELD. LC0310'0.15 MILE NORTH ALONG MC KINLEY STREET FROM THE MANSFIELD LC0310'COMMUNITY HIGH SCHOOL TO U.S. HIGHWAY 150, THENCE NORTH ON LC0310'MC KINLEY ST. 0.2 MILE TO CROSSROAD, THENCE 0.25 MILE TO LC0310'OVERPASS OF INTERSTATE HIGHWAY 74, THENCE NORTH 0.25 MILE TO LC0310'CROSSROAD, THENCE NORTH 0.05 MILE TO THE MARK ON THE LEFT, LC0310'ON ROAD RIGHT-OF-WAY, 19 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST, LC0310'1 FOOT NORTH OF A METAL WITNESS POST, 17 FEET SOUTH OF A METAL LC0310'WITNESS POST, 20 FEET NORTH OF A METAL WITNESS POST, 70 FEET LC0310'WEST OF THE CENTERLINE OF THE ROAD, SET IN THE TOP OF A ROUND LC0310'CONCRETE POST PROJECTING 4 INCHES. LC0310 LC0310 STATION RECOVERY (1973) LC0310 LC0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) LC0310'ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK LC0310'WAS FOUND IN THE WAY OF MOWING AND POSSIBLE SUB-DIVISION AND LC0310'WAS DESTROYED AFTER A NEW AZIMUTH MARK R.M. NO. 5 WAS SET. LC0310'THE DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED LC0310'AS DID THE DIRECTION TO THE TANK. THE 1970 DESCRIPTION IS GOOD LC0310'WITH THE DELETION OF THE AZIMUTH MARK AND THE ADDITION OF LC0310'R.M. NO. 5. LC0310' LC0310'REFERENCE MARK 5 IS A STANDARD DISK STAMPED MANSFIELD 2 LC0310'1970 NO 5 1973 SET IN A DRILL HOLE IN THE NORTHWEST CONCRETE LC0310'GUARD RAIL END OF THE OVERPASS OF INTERSTATE HIGHWAY 74, SET LC0310'IN THE TOP OF THE MIDDLE STEP ABOUT 3 FEET ABOVE THE BRIDGE LC0310'FLOOR, 18 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE AND LC0310'5 FEET SOUTH OF THE NORTH END OF THE BRIDGE. LC0310' LC0310'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. LC0310' LC0310'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3/4 LC0310'MILES NORTHEAST OF MANSFIELD LC0310 LC0310 STATION RECOVERY (1973) LC0310 LC0310'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 (GDM) LC0310'MANSFIELD 2 1970-GOOD LC0310' LC0310'MANSFIELD NO 3-GOOD LC0310' LC0310'MANSFIELD NO 4-GOOD 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0311 *********************************************************************** LC0311 DESIGNATION - MANSFIELD 2 RM 3 LC0311 PID - LC0311 LC0311 STATE/COUNTY- IL/PIATT LC0311 USGS QUAD - MAHOMET (1975) LC0311 LC0311 *CURRENT SURVEY CONTROL LC0311 ___________________________________________________________________ LC0311* NAD 83(1986)- 40 13 27. (N) 088 29 56. (W) SCALED LC0311* NAVD 88 - 224.25 (meters) 735.7 (feet) RESET LC0311 ___________________________________________________________________ LC0311 GEOID HEIGHT- -31.97 (meters) GEOID03 LC0311 LC0311 VERT ORDER - THIRD LC0311 LC0311.The horizontal coordinates were scaled from a topographic map and have LC0311.an estimated accuracy of +/- 6 seconds. LC0311 LC0311.The orthometric height was computed from unverified reset data. LC0311.No vertical observational check was made to the station. LC0311 LC0311.The geoid height was determined by GEOID03. LC0311 LC0311; North East Units Estimated Accuracy LC0311;SPC IL E - 394,900. 285,910. MT (+/- 180 meters Scaled) LC0311 LC0311 SUPERSEDED SURVEY CONTROL LC0311 LC0311 NGVD 29 (??/??/??) 224.30 (m) 735.9 (f) RESET 3 LC0311 LC0311.Superseded values are not recommended for survey control. LC0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0311.See file dsdata.txt to determine how the superseded data were derived. LC0311 LC0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK724537(NAD 83) LC0311_MARKER: DR = REFERENCE MARK DISK LC0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0311_STAMPING: MANSFIELD 2 NO 3 1970 LC0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0311+STABILITY: SURFACE MOTION LC0311 LC0311 HISTORY - Date Condition Report By LC0311 HISTORY - 1970 MONUMENTED NGS LC0311 LC0311 STATION DESCRIPTION LC0311 LC0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LC0311'0.8 MI N FROM MANSFIELD. LC0311'0.15 MILE NORTH ALONG MC KINLEY STREET FROM THE MANSFIELD LC0311'COMMUNITY HIGH SCHOOL TO U.S. HIGHWAY 150, THENCE NORTH ON LC0311'MC KINLEY ST. 0.2 MILE TO CROSSROAD, THENCE 0.25 MILE NORTH TO LC0311'OVERPASS OF INTERSTATE HIGHWAY 74, THENCE 0.25 MILE TO LC0311'CROSSROAD, THENCE 0.05 MILE NORTH TO THE MARK ON THE LEFT, LC0311'1 FOOT SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 1 FOOT NORTH LC0311'OF A METAL WITNESS POST, 70 FEET WEST OF THE CENTERLINE OF THE LC0311'ROAD, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2 LC0311'INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0312 *********************************************************************** LC0312 DESIGNATION - MANSFIELD 2 RM 4 LC0312 PID - LC0312 LC0312 STATE/COUNTY- IL/PIATT LC0312 USGS QUAD - MAHOMET (1975) LC0312 LC0312 *CURRENT SURVEY CONTROL LC0312 ___________________________________________________________________ LC0312* NAD 83(1986)- 40 13 26. (N) 088 29 56. (W) SCALED LC0312* NAVD 88 - 224.22 (meters) 735.6 (feet) RESET LC0312 ___________________________________________________________________ LC0312 GEOID HEIGHT- -31.97 (meters) GEOID03 LC0312 LC0312 VERT ORDER - THIRD LC0312 LC0312.The horizontal coordinates were scaled from a topographic map and have LC0312.an estimated accuracy of +/- 6 seconds. LC0312 LC0312.The orthometric height was computed from unverified reset data. LC0312.No vertical observational check was made to the station. LC0312 LC0312.The geoid height was determined by GEOID03. LC0312 LC0312; North East Units Estimated Accuracy LC0312;SPC IL E - 394,870. 285,910. MT (+/- 180 meters Scaled) LC0312 LC0312 SUPERSEDED SURVEY CONTROL LC0312 LC0312 NGVD 29 (??/??/??) 224.26 (m) 735.8 (f) RESET 3 LC0312 LC0312.Superseded values are not recommended for survey control. LC0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LC0312.See file dsdata.txt to determine how the superseded data were derived. LC0312 LC0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK724536(NAD 83) LC0312_MARKER: DR = REFERENCE MARK DISK LC0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0312_STAMPING: MANSFIELD 2 NO 4 1970 LC0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0312+STABILITY: SURFACE MOTION LC0312 LC0312 HISTORY - Date Condition Report By LC0312 HISTORY - 1970 MONUMENTED NGS LC0312 LC0312 STATION DESCRIPTION LC0312 LC0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 LC0312'0.8 MI N FROM MANSFIELD. LC0312'0.15 MILE NORTH ALONG MC KINLEY STREET FROM THE MANSFIELD LC0312'COMMUNITY HIGH SCHOOL TO U.S. HIGHWAY 150, THENCE NORTH ALONG LC0312'MC KINLEY ST. 0.2 MILE TO A CROSSROAD, THENCE NORTH FOR 0.25 LC0312'MILE TO OVERPASS OF INTERSTATE HIGHWAY 74, THENCE NORTH 0.25 LC0312'MILE TO OVERPASS OF INTERSTATE HIGHWAY 74, THENCE NORTH 0.25 LC0312'MILE TO A CROSSROAD, THENCE 0.05 MILE TO THE MARK ON THE LEFT, LC0312'1 FOOT NORTH OF A METAL WITNESS POST, 39 FEET SOUTH OF A CONCRETE LC0312'RIGHT-OF-WAY POST AND 70 FEET WEST OF THE CENTERLINE OF THE LC0312'ROAD, SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 3 LC0312'INCHES. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 LC0615 *********************************************************************** LC0615 DESIGNATION - MC GATH RM 3 LC0615 PID - LC0615 LC0615 STATE/COUNTY- IL/PIATT LC0615 USGS QUAD - MANSFIELD (1979) LC0615 LC0615 *CURRENT SURVEY CONTROL LC0615 ___________________________________________________________________ LC0615* NAD 83(1986)- 40 13 49. (N) 088 32 12. (W) SCALED LC0615* NAVD 88 - 222.57 (meters) 730.2 (feet) RESET LC0615 ___________________________________________________________________ LC0615 GEOID HEIGHT- -31.95 (meters) GEOID03 LC0615 LC0615 VERT ORDER - THIRD LC0615 LC0615.The horizontal coordinates were scaled from a topographic map and have LC0615.an estimated accuracy of +/- 6 seconds. LC0615 LC0615.The orthometric height was computed from unverified reset data. LC0615 LC0615.The geoid height was determined by GEOID03. LC0615 LC0615; North East Units Estimated Accuracy LC0615;SPC IL E - 395,590. 282,700. MT (+/- 180 meters Scaled) LC0615 LC0615 SUPERSEDED SURVEY CONTROL LC0615 LC0615.No superseded survey control is available for this station. LC0615 LC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TCK692544(NAD 83) LC0615_MARKER: DR = REFERENCE MARK DISK LC0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT LC0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT LC0615_STAMPING: MC GATH 1959 NO 3 1969 LC0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO LC0615+STABILITY: SURFACE MOTION LC0615 LC0615 HISTORY - Date Condition Report By LC0615 HISTORY - 1969 MONUMENTED CGS LC0615 LC0615 STATION DESCRIPTION LC0615 LC0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 LC0615'2.3 MI NW FROM MANSFIELD. LC0615'1.45 MILES NORTHWEST ALONG THE NEW YORK CENTRAL RAILROAD FROM THE LC0615'STATION AT MANSFIELD, THENCE NORTH 0.85 MILE ALONG A PAVED ROAD, LC0615'78 FEET NORTH OF A TELEPHONE POLE, 22 FEET WEST OF THE CENTERLINE LC0615'OF THE ROAD, 1 FOOT NORTH OF A METAL WITNESS POST, SET IN THE TOP LC0615'OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.