1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0951 *********************************************************************** KB0951 DESIGNATION - 653 RESET 1964 KB0951 PID - KB0951 KB0951 STATE/COUNTY- IL/SANGAMON KB0951 USGS QUAD - NEW BERLIN (1983) KB0951 KB0951 *CURRENT SURVEY CONTROL KB0951 ___________________________________________________________________ KB0951* NAD 83(1986)- 39 43 39. (N) 089 54 25. (W) SCALED KB0951* NAVD 88 - 198.96 (meters) 652.8 (feet) RESET KB0951 ___________________________________________________________________ KB0951 GEOID HEIGHT- -32.40 (meters) GEOID03 KB0951 KB0951 VERT ORDER - THIRD KB0951 KB0951.The horizontal coordinates were scaled from a topographic map and have KB0951.an estimated accuracy of +/- 6 seconds. KB0951 KB0951.The orthometric height was computed from unverified reset data. KB0951 KB0951.The geoid height was determined by GEOID03. KB0951 KB0951; North East Units Estimated Accuracy KB0951;SPC IL W - 339,770. 722,270. MT (+/- 180 meters Scaled) KB0951 KB0951 SUPERSEDED SURVEY CONTROL KB0951 KB0951.No superseded survey control is available for this station. KB0951 KB0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK508015(NAD 83) KB0951_MARKER: DB = BENCH MARK DISK KB0951_SETTING: 30 = SET IN A LIGHT STRUCTURE KB0951_SP_SET: PLATFORM KB0951_STAMPING: 653 USGS RESET 1964 KB0951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KB0951 KB0951 HISTORY - Date Condition Report By KB0951 HISTORY - 1964 MONUMENTED CGS KB0951 KB0951 STATION DESCRIPTION KB0951 KB0951'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KB0951'AT NEW BERLIN. KB0951'AT NEW BERLIN, SANGAMON COUNTY, AT THE NEW ST. MARYS CATHOLIC KB0951'SCHOOL, 25 FEET SOUTH OF THE EAST ENTRANCE TO THE SCHOOL, 1.5 KB0951'FEET NORTH OF THE SOUTHEAST CORNER OF THE SCHOOL, AND 6 INCHES KB0951'EAST OF EAST BRICK WALL OF SCHOOL, SET IN A DRILL HOLE IN THE KB0951'CONCRETE PLATFORM FOR THE EAST ENTRANCE TO THE SCHOOL. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0659 *********************************************************************** KB0659 DESIGNATION - A 13 RESET 1972 KB0659 PID - KB0659 KB0659 STATE/COUNTY- IL/SANGAMON KB0659 USGS QUAD - MOUNT AUBURN (1982) KB0659 KB0659 *CURRENT SURVEY CONTROL KB0659 ___________________________________________________________________ KB0659* NAD 83(1986)- 39 51 10. (N) 089 21 47. (W) SCALED KB0659* NAVD 88 - 179.76 (meters) 589.8 (feet) RESET KB0659 ___________________________________________________________________ KB0659 GEOID HEIGHT- -32.38 (meters) GEOID03 KB0659 KB0659 VERT ORDER - THIRD KB0659 KB0659.The horizontal coordinates were scaled from a topographic map and have KB0659.an estimated accuracy of +/- 6 seconds. KB0659 KB0659.The orthometric height was computed from unverified reset data. KB0659 KB0659.The geoid height was determined by GEOID03. KB0659 KB0659; North East Units Estimated Accuracy KB0659;SPC IL W - 353,950. 768,770. MT (+/- 180 meters Scaled) KB0659 KB0659 SUPERSEDED SURVEY CONTROL KB0659 KB0659.No superseded survey control is available for this station. KB0659 KB0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK978140(NAD 83) KB0659_MARKER: DB = BENCH MARK DISK KB0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB0659_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB0659_STAMPING: A 13 RESET 1972 KB0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB0659+STABILITY: SURFACE MOTION KB0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB0659+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002 KB0659 KB0659 HISTORY - Date Condition Report By KB0659 HISTORY - 1972 MONUMENTED ILHD KB0659 HISTORY - 1973 GOOD NGS KB0659 HISTORY - 20020924 GOOD INDIV KB0659 KB0659 STATION DESCRIPTION KB0659 KB0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KB0659'1 MI W FROM LANESVILLE. KB0659'0.8 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS JUNCTION WITH COUNTY KB0659'RD. 16 E JUST WEST OF GRAIN ELEVATOR AT LANESVILLE, 300 FEET KB0659'EAST OF EAST SWITCH OF SIDING, 28 FEET SOUTH OF SOUTH RAIL OF KB0659'MAIN TRACK, 56 FEET SOUTHWEST OF RAILROAD SIGNAL ON SOUTH SIDE KB0659'OF TRACK, 7 FEET SOUTH OF SOUTH RAIL OF SIDING, 1 FOOT EAST OF KB0659'A METAL WITNESS POST, SET IN THE TOP OF A ROUND CONCRETE POST KB0659'FLUSH WITH THE GROUND. KB0659 KB0659 STATION RECOVERY (2002) KB0659 KB0659'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RD) KB0659'POST AND SIGN BROKEN OFF AND BENT, NEEDS TO BE REPLACED, SET OLD POST KB0659'BACK UP FOR TIME BEING.MONUMENT NEEDS NEW TIES DESCRIPTION. KB0659'GPS COORDINATES USING TRIMBLE 4700 RECEIVER IN FEET ARE KB0659'N.1161269 E.2522208 ROUNDED TO FOOT. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0992 *********************************************************************** KB0992 DESIGNATION - E 36 RESET 1940 KB0992 PID - KB0992 KB0992 STATE/COUNTY- IL/SANGAMON KB0992 USGS QUAD - ATHENS (1976) KB0992 KB0992 *CURRENT SURVEY CONTROL KB0992 ___________________________________________________________________ KB0992* NAD 83(1986)- 39 56 11. (N) 089 40 26. (W) SCALED KB0992* NAVD 88 - 177.73 (meters) 583.1 (feet) RESET KB0992 ___________________________________________________________________ KB0992 GEOID HEIGHT- -32.59 (meters) GEOID03 KB0992 KB0992 VERT ORDER - THIRD KB0992 KB0992.The horizontal coordinates were scaled from a topographic map and have KB0992.an estimated accuracy of +/- 6 seconds. KB0992 KB0992.The orthometric height was computed from unverified reset data. KB0992.No vertical observational check was made to the station. KB0992 KB0992.The geoid height was determined by GEOID03. KB0992 KB0992; North East Units Estimated Accuracy KB0992;SPC IL W - 363,040. 742,120. MT (+/- 180 meters Scaled) KB0992 KB0992 SUPERSEDED SURVEY CONTROL KB0992 KB0992 NGVD 29 (??/??/??) 177.83 (m) 583.4 (f) RESET 3 KB0992 KB0992.Superseded values are not recommended for survey control. KB0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB0992.See file dsdata.txt to determine how the superseded data were derived. KB0992 KB0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK715241(NAD 83) KB0992_MARKER: DB = BENCH MARK DISK KB0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB0992_STAMPING: E 36 RESET 1940 KB0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB0992+STABILITY: SURFACE MOTION KB0992 KB0992 HISTORY - Date Condition Report By KB0992 HISTORY - 1940 MONUMENTED CIMRR KB0992 HISTORY - 1942 GOOD NGS KB0992 KB0992 STATION DESCRIPTION KB0992 KB0992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 KB0992'AT CANTRALL. KB0992'AT CANTRALL, SANGAMON COUNTY, ON THE CHICAGO AND ILLINOIS MIDLAND KB0992'RAILWAY, ABOUT 135 YARDS SOUTHEAST OF THE STATION, AT THE KB0992'CROSSING OF STATE HIGHWAY 29, 44 FEET EAST OF THE CENTERLINE OF KB0992'THE HIGHWAY, 32 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, KB0992'AND NEAR A FENCE CORNER. A STANDARD DISK, STAMPED E 36 RESET KB0992'1940 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1584 *********************************************************************** KB1584 DESIGNATION - K 13 RESET KB1584 PID - KB1584 KB1584 STATE/COUNTY- IL/SANGAMON KB1584 USGS QUAD - SPRINGFIELD WEST (1976) KB1584 KB1584 *CURRENT SURVEY CONTROL KB1584 ___________________________________________________________________ KB1584* NAD 83(1986)- 39 47 57. (N) 089 38 31. (W) SCALED KB1584* NAVD 88 - 182.59 (meters) 599.0 (feet) RESET KB1584 ___________________________________________________________________ KB1584 GEOID HEIGHT- -32.47 (meters) GEOID03 KB1584 KB1584 VERT ORDER - THIRD KB1584 KB1584.The horizontal coordinates were scaled from a topographic map and have KB1584.an estimated accuracy of +/- 6 seconds. KB1584 KB1584.The orthometric height was computed from unverified reset data. KB1584.No vertical observational check was made to the station. KB1584 KB1584.The geoid height was determined by GEOID03. KB1584 KB1584; North East Units Estimated Accuracy KB1584;SPC IL W - 347,820. 744,940. MT (+/- 180 meters Scaled) KB1584 KB1584 SUPERSEDED SURVEY CONTROL KB1584 KB1584 NGVD 29 (06/09/05) 182.69 (m) 599.4 (f) RESET 3 KB1584 KB1584.Superseded values are not recommended for survey control. KB1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1584.See file dsdata.txt to determine how the superseded data were derived. KB1584 KB1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK738088(NAD 83) KB1584_MARKER: DB = BENCH MARK DISK KB1584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1584_SP_SET: CONCRETE POST KB1584_STAMPING: K 13 RESET 1987 KB1584_MARK LOGO: ILDT KB1584_PROJECTION: FLUSH KB1584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1584+STABILITY: SURFACE MOTION KB1584 KB1584 HISTORY - Date Condition Report By KB1584 HISTORY - 1987 MONUMENTED ILDT KB1584 KB1584 STATION DESCRIPTION KB1584 KB1584'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1987 KB1584'IN SPRINGFIELD. KB1584'IN SPRINGFIELD, AT THE SOUTH SIDE OF MONROE STREET, 107.5 FEET WEST OF KB1584'THE WABASH RAILROAD, 2.8 FEET SOUTH OF BACK OF CURB ON WALK, 2.9 FEET KB1584'WEST OF BACK OF CURB FOR EMPLOYEES PARKING ENTRANCE, ON PROPERTY KB1584'OWNED BY THE ILLINOIS STATE JOURNAL-REGISTER NEWSPAPER. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0940 *********************************************************************** KB0940 DESIGNATION - P 13 RESET 1968 KB0940 PID - KB0940 KB0940 STATE/COUNTY- IL/SANGAMON KB0940 USGS QUAD - SPRINGFIELD WEST (1976) KB0940 KB0940 *CURRENT SURVEY CONTROL KB0940 ___________________________________________________________________ KB0940* NAD 83(1986)- 39 45 52. (N) 089 40 24. (W) SCALED KB0940* NAVD 88 - 183.98 (meters) 603.6 (feet) RESET KB0940 ___________________________________________________________________ KB0940 GEOID HEIGHT- -32.44 (meters) GEOID03 KB0940 KB0940 VERT ORDER - THIRD KB0940 KB0940.The horizontal coordinates were scaled from a topographic map and have KB0940.an estimated accuracy of +/- 6 seconds. KB0940 KB0940.The orthometric height was computed from unverified reset data. KB0940 KB0940.The geoid height was determined by GEOID03. KB0940 KB0940; North East Units Estimated Accuracy KB0940;SPC IL W - 343,950. 742,270. MT (+/- 180 meters Scaled) KB0940 KB0940 SUPERSEDED SURVEY CONTROL KB0940 KB0940.No superseded survey control is available for this station. KB0940 KB0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK710050(NAD 83) KB0940_MARKER: DB = BENCH MARK DISK KB0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB0940_STAMPING: P 13 RESET 1968 KB0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB0940+STABILITY: SURFACE MOTION KB0940 KB0940 HISTORY - Date Condition Report By KB0940 HISTORY - 1968 MONUMENTED CGS KB0940 KB0940 STATION DESCRIPTION KB0940 KB0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 KB0940'AT SPRINGFIELD. KB0940'AT THE SOUTHWEST PART OF SPRINGFIELD, ALONG THE R.O.W. OF U.S. KB0940'ROUTE 36, IN THE FRONT OF WEST GRAND GRADE SCHOOL, IN THE KB0940'NORTHEAST QUADRANT OF THE INTERSECTION OF WABASH AVENUE AND PARK KB0940'AVENUE, 15.2 FEET SOUTH-SOUTHEAST OF A POWER POLE, 1.9 FEET KB0940'EAST OF THE EAST EDGE OF A PUBLIC SIDEWALK, 2.1 FEET SOUTH OF KB0940'THE WEST CORNER OF A 4-FOOT CHAIN LINK FENCE AROUND THE SCHOOL KB0940'YARD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AI3180 *********************************************************************** AI3180 DESIGNATION - RV 11 RESET AI3180 PID - AI3180 AI3180 STATE/COUNTY- IL/SANGAMON AI3180 USGS QUAD - SPRINGFIELD WEST (1976) AI3180 AI3180 *CURRENT SURVEY CONTROL AI3180 ___________________________________________________________________ AI3180* NAD 83(1986)- 39 50 39. (N) 089 37 53. (W) SCALED AI3180* NAVD 88 - 168.29 (meters) 552.1 (feet) RESET AI3180 ___________________________________________________________________ AI3180 GEOID HEIGHT- -32.51 (meters) GEOID03 AI3180 AI3180 VERT ORDER - THIRD AI3180 AI3180.The horizontal coordinates were scaled from a topographic map and have AI3180.an estimated accuracy of +/- 6 seconds. AI3180 AI3180.The orthometric height was computed from unverified reset data. AI3180.No vertical observational check was made to the station. AI3180 AI3180.The geoid height was determined by GEOID03. AI3180 AI3180; North East Units Estimated Accuracy AI3180;SPC IL W - 352,820. 745,810. MT (+/- 180 meters Scaled) AI3180 AI3180 SUPERSEDED SURVEY CONTROL AI3180 AI3180.No superseded survey control is available for this station. AI3180 AI3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK748137(NAD 83) AI3180_MARKER: DV = VERTICAL CONTROL DISK AI3180_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE AI3180_SP_SET: BRIDGE ABUTMENT AI3180_STAMPING: RV 11 RESET 1996 AI3180_MARK LOGO: NGS AI3180_MAGNETIC: O = OTHER; SEE DESCRIPTION AI3180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI3180 AI3180 HISTORY - Date Condition Report By AI3180 HISTORY - 1996 MONUMENTED NGS AI3180 AI3180 STATION DESCRIPTION AI3180 AI3180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RKB) AI3180'STATION IS IN THE CENTER OF THE WEST END OF THE SOUTH ABUTMENT OF A AI3180'RAILROAD BRIDGE OVER PEORIA ROAD IN THE NORTH PART OF SPRINGFIELD. TO AI3180'REACH FROM THE INTERSECTION OF SANGAMON AVE (IL RT 54) AND PEORIA ROAD AI3180'(IL 55 BUSINESS RT) PROCEED NORTH ON PEORIA ROAD FOR FOR APPROXIMATELY AI3180'1 MILES (1.6 KM) TO THE STATION, 2.3 M (7.5 FT) WEST OF WEST RAIL OF AI3180'TRACK, 0.7 M (2.3 FT) EAST OF CENTERLINE OF WALKWAY ON WEST SIDE OF AI3180'DRIVE AND 0.5 M (1.6 FT) SOUTH OF AND ON THE EXTENDED CENTERLINE OF AI3180'WEST RAILING OF BRIDGE. NGS VERTICAL DISK SET IN DRILL HOLE. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1131 *********************************************************************** KB1131 DESIGNATION - SUGAR RM 3 KB1131 PID - KB1131 KB1131 STATE/COUNTY- IL/SANGAMON KB1131 USGS QUAD - DIVERNON (1976) KB1131 KB1131 *CURRENT SURVEY CONTROL KB1131 ___________________________________________________________________ KB1131* NAD 83(1986)- 39 36 01. (N) 089 39 13. (W) SCALED KB1131* NAVD 88 - 164.78 (+/-2cm) 540.6 (feet) VERTCON KB1131 ___________________________________________________________________ KB1131 GEOID HEIGHT- -32.12 (meters) GEOID03 KB1131 KB1131 VERT ORDER - THIRD (See Below) KB1131 KB1131.The horizontal coordinates were scaled from a topographic map and have KB1131.an estimated accuracy of +/- 6 seconds. KB1131 KB1131.The NAVD 88 height was computed by applying the VERTCON shift value to KB1131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1131.The vertical order pertains to the NGVD 29 superseded value. KB1131 KB1131.The geoid height was determined by GEOID03. KB1131 KB1131; North East Units Estimated Accuracy KB1131;SPC IL W - 325,740. 744,060. MT (+/- 180 meters Scaled) KB1131 KB1131 SUPERSEDED SURVEY CONTROL KB1131 KB1131 NGVD 29 (06/09/05) 164.90 (m) 541.0 (f) RESET 3 KB1131 KB1131.Superseded values are not recommended for survey control. KB1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1131.See file dsdata.txt to determine how the superseded data were derived. KB1131 KB1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ721867(NAD 83) KB1131_MARKER: DR = REFERENCE MARK DISK KB1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB1131_STAMPING: SUGAR 1960 NO 3 1977 KB1131_PROJECTION: FLUSH KB1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1131+STABILITY: SURFACE MOTION KB1131 KB1131 HISTORY - Date Condition Report By KB1131 HISTORY - 1977 MONUMENTED NGS KB1131 KB1131 STATION DESCRIPTION KB1131 KB1131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 KB1131'2.25 MI NORTH FROM DIVERNON. KB1131'0.3 MILE WEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH KB1131'INTERSTATE HIGHWAY 55, THENCE 0.85 MILE NORTH AND EAST ALONG A PAVED KB1131'ROAD, THENCE 0.35 MILE WEST ALONG A PAVED ROAD, ABOUT 0.15 MILE EAST KB1131'OF THE ILLINOIS CENTRAL RAILROAD CROSSING, 85 FEET WEST OF THE CENTER KB1131'LINE OF A FIELD ENTRANCE ROAD, 18 FEET NORTH OF THE CENTERLINE OF THE KB1131'ROAD. ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD. KB1131'THE MARK IS 1 FT W FROM A WITNESS POST. KB1131'THE MARK IS 2 FT ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB7263 *********************************************************************** AB7263 DESIGNATION - T 218 RESET AB7263 PID - AB7263 AB7263 STATE/COUNTY- IL/SANGAMON AB7263 USGS QUAD - DIVERNON (1976) AB7263 AB7263 *CURRENT SURVEY CONTROL AB7263 ___________________________________________________________________ AB7263* NAD 83(1986)- 39 33 46. (N) 089 39 21. (W) SCALED AB7263* NAVD 88 - 187.96 (meters) 616.7 (feet) RESET AB7263 ___________________________________________________________________ AB7263 GEOID HEIGHT- -32.02 (meters) GEOID03 AB7263 AB7263 VERT ORDER - THIRD AB7263 AB7263.The horizontal coordinates were scaled from a topographic map and have AB7263.an estimated accuracy of +/- 6 seconds. AB7263 AB7263.The orthometric height was computed from unverified reset data. AB7263 AB7263.The geoid height was determined by GEOID03. AB7263 AB7263; North East Units Estimated Accuracy AB7263;SPC IL W - 321,570. 743,900. MT (+/- 180 meters Scaled) AB7263 AB7263 SUPERSEDED SURVEY CONTROL AB7263 AB7263.No superseded survey control is available for this station. AB7263 AB7263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBJ718826(NAD 83) AB7263_MARKER: DV = VERTICAL CONTROL DISK AB7263_SETTING: 36 = SET IN A MASSIVE STRUCTURE AB7263_SP_SET: WATER TOWER BASE AB7263_STAMPING: T 218 RESET 1995 AB7263_MARK LOGO: NGS AB7263_MAGNETIC: N = NO MAGNETIC MATERIAL AB7263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7263+SATELLITE: SATELLITE OBSERVATIONS - 1995 AB7263 AB7263 HISTORY - Date Condition Report By AB7263 HISTORY - 1995 MONUMENTED NGS AB7263 AB7263 STATION DESCRIPTION AB7263 AB7263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RKB) AB7263'STATION IS LOCATED ON THE SOUTH SIDE OF DIVERNON NEAR THE INTERSECTION AB7263'OF FIRST AND STRINGER STREETS, SET IN A DRILL HOLE ON THE SOUTHWEST AB7263'SIDE OF THE LARGE ROUND BASE OF THE DIVERNON WATER TANK, 1.1 M (3.6 AB7263'FT) WEST OF THE WEST EDGE OF THE DOOR ON THE SOUTH SIDE OF THE TANK, AB7263'AND ABOUT 0.3 M (1.0 FT) ABOVE GROUND LEVEL. THE TANK WAS BUILT IN AB7263'1994. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1147 *********************************************************************** KB1147 DESIGNATION - T 36 RESET 1983 KB1147 PID - KB1147 KB1147 STATE/COUNTY- IL/SANGAMON KB1147 USGS QUAD - WILLIAMSVILLE (1976) KB1147 KB1147 *CURRENT SURVEY CONTROL KB1147 ___________________________________________________________________ KB1147* NAD 83(1986)- 39 57 41. (N) 089 35 55. (W) SCALED KB1147* NAVD 88 - 181.03 (meters) 593.9 (feet) RESET KB1147 ___________________________________________________________________ KB1147 GEOID HEIGHT- -32.57 (meters) GEOID03 KB1147 KB1147 VERT ORDER - THIRD KB1147 KB1147.The horizontal coordinates were scaled from a topographic map and have KB1147.an estimated accuracy of +/- 6 seconds. KB1147 KB1147.The orthometric height was computed from unverified reset data. KB1147.No vertical observational check was made to the station. KB1147 KB1147.The geoid height was determined by GEOID03. KB1147 KB1147; North East Units Estimated Accuracy KB1147;SPC IL W - 365,860. 748,530. MT (+/- 180 meters Scaled) KB1147 KB1147 SUPERSEDED SURVEY CONTROL KB1147 KB1147 NGVD 29 (06/09/05) 181.13 (m) 594.3 (f) RESET 3 KB1147 KB1147.Superseded values are not recommended for survey control. KB1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1147.See file dsdata.txt to determine how the superseded data were derived. KB1147 KB1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK780267(NAD 83) KB1147_MARKER: DB = BENCH MARK DISK KB1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB1147_STAMPING: T 36 RESET 1983 KB1147_PROJECTION: FLUSH KB1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1147+STABILITY: SURFACE MOTION KB1147 KB1147 HISTORY - Date Condition Report By KB1147 HISTORY - 1983 MONUMENTED NGS KB1147 KB1147 STATION DESCRIPTION KB1147 KB1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 KB1147'3.8 KM (2.35 MI) WEST FROM WILLIAMSVILLE. KB1147'FROM THE JUNCTION OF INTERSTATE HIGHWAY 55 AND COUNTY ROUTE 11N AT KB1147'THE WEST EDGE OF WILLIAMSVILLE, GO WEST ALONG COUNTY ROUTE 11N FOR KB1147'3.7 KM (2.3 MI) TO THE ENTRANCE TO THE FARM SUPPLY SERVICES INC., TURN KB1147'LEFT AND GO SOUTH THEN EASTERLY FOR 0.08 KM (0.05 MI) TO A GATE KB1147'AND MARK ON RIGHT BY SOUTH GATE POST, 26.7 METERS (87.5 FEET) SOUTH KB1147'OF THE CENTER OF COUNTY ROUTE 11N, AND 43.0 METERS (141.0 FEET) KB1147'WEST OF THE NORTHWEST CORNER OF A MACHINE SHED. KB1147'THE MARK IS 1.5 FT N FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1063 *********************************************************************** KB1063 DESIGNATION - TURLEY 2 KB1063 PID - KB1063 KB1063 STATE/COUNTY- IL/SANGAMON KB1063 USGS QUAD - CHATHAM (1976) KB1063 KB1063 *CURRENT SURVEY CONTROL KB1063 ___________________________________________________________________ KB1063* NAD 83(1997)- 39 43 13.73233(N) 089 39 12.74210(W) ADJUSTED KB1063* NAVD 88 - 180.63 (meters) 592.6 (feet) RESET KB1063 ___________________________________________________________________ KB1063 LAPLACE CORR- 0.68 (seconds) DEFLEC99 KB1063 GEOID HEIGHT- -32.37 (meters) GEOID03 KB1063 KB1063 HORZ ORDER - FIRST KB1063 VERT ORDER - THIRD KB1063 KB1063.The horizontal coordinates were established by classical geodetic methods KB1063.and adjusted by the National Geodetic Survey in October 1999. KB1063 KB1063.The orthometric height was computed from unverified reset data. KB1063.No vertical observational check was made to the station. KB1063 KB1063.The Laplace correction was computed from DEFLEC99 derived deflections. KB1063 KB1063.The geoid height was determined by GEOID03. KB1063 KB1063; North East Units Scale Factor Converg. KB1063;SPC IL W - 339,079.999 743,993.572 MT 0.99996500 +0 19 40.5 KB1063;SPC IL E - 339,799.038 186,805.146 MT 1.00013269 -0 50 37.5 KB1063;UTM 16 - 4,400,101.115 272,558.748 MT 1.00023691 -1 41 47.2 KB1063 KB1063! - Elev Factor x Scale Factor = Combined Factor KB1063!SPC IL W - 0.99997674 x 0.99996500 = 0.99994174 KB1063!SPC IL E - 0.99997674 x 1.00013269 = 1.00010943 KB1063!UTM 16 - 0.99997674 x 1.00023691 = 1.00021365 KB1063 KB1063: Primary Azimuth Mark Grid Az KB1063:SPC IL W - TURLEY 2 AZ MK 1976 003 20 04.0 KB1063:SPC IL E - TURLEY 2 AZ MK 1976 004 30 22.0 KB1063:UTM 16 - TURLEY 2 AZ MK 1976 005 21 31.7 KB1063 KB1063|---------------------------------------------------------------------| KB1063| PID Reference Object Distance Geod. Az | KB1063| dddmmss.s | KB1063| KB1513 TURLEY 2 AZ MK 1976 426.890 METERS 0033944.5 | KB1063| KB1514 TURLEY 2 AZ A PT 1976 431.868 METERS 0041338.9 | KB1063| CI8750 TURLEY 2 RM 5 24.317 METERS 00628 | KB1063| KB1062 TURLEY 35.110 METERS 01658 | KB1063| CI8748 TURLEY 2 RM 3 107.300 METERS 09912 | KB1063| KB1512 SPRINGFIELD ILL ST POL MAST APPROX. 3.6 KM 1635625.2 | KB1063| CI8749 TURLEY 2 RM 4 45.525 METERS 17902 | KB1063| KB1488 SPRINGFIELD STATE CAPITOL DOME APPROX. 8.7 KM 3591250.2 | KB1063|---------------------------------------------------------------------| KB1063 KB1063 SUPERSEDED SURVEY CONTROL KB1063 KB1063 NAD 83(1986)- 39 43 13.74131(N) 089 39 12.73120(W) AD( ) 1 KB1063 NAD 27 - 39 43 13.55740(N) 089 39 12.38140(W) AD( ) 1 KB1063 NGVD 29 (??/??/??) 180.75 (m) 593.0 (f) RESET 3 KB1063 KB1063.Superseded values are not recommended for survey control. KB1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1063.See file dsdata.txt to determine how the superseded data were derived. KB1063 KB1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK7255900101(NAD 83) KB1063_MARKER: DS = TRIANGULATION STATION DISK KB1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB1063_STAMPING: TURLEY 2 1962 KB1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1063+STABILITY: SURFACE MOTION KB1063 KB1063 HISTORY - Date Condition Report By KB1063 HISTORY - 1962 MONUMENTED ILDT KB1063 HISTORY - 1962 GOOD CGS KB1063 HISTORY - 1969 GOOD CGS KB1063 HISTORY - 1975 GOOD NGS KB1063 HISTORY - 20010410 MARK NOT FOUND JCLS KB1063 KB1063 STATION DESCRIPTION KB1063 KB1063'DESCRIBED BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1962 (HWB) KB1063'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH OF SPRINGFIELD, ABOUT 1.0 KB1063'MILE NORTH OF LAKE SPRINGFIELD, ABOUT 1/2 MILE WEST OF U.S. KB1063'HIGHWAY 66, AND ON LAND OWNED BY MR. HERBERT TURLEY. KB1063' KB1063'TO REACH FROM THE NORTH END OF BRIDGE ACROSS LAKE SPRINGFIELD ON U.S. KB1063'HIGHWAY 66, GO NORTH ON U.S. HIGHWAY 66 4 LANE FOR 0.45 MILE TO KB1063'CROSSROAD AND LAMPLIGHTER MOTEL ON RIGHT, TURN LEFT, GO WEST FOR 0.55 KB1063'MILE TO A SIDE ROAD RIGHT, TURN RIGHT, GO NORTH FOR 1.0 MILE KB1063'TO STATION ON LEFT AS DESCRIBED. KB1063' KB1063'STATION MARK, A STANDARD STATION DISK STAMPED TURLEY 2 1962, IS SET KB1063'IN THE TOP OF A 6 INCH CIRCULAR CONCRETE POST ABOUT 1 INCH KB1063'BELOW THE SURFACE OF THE GROUND. THE MARK IS 2.2 FEET EAST OF KB1063'CONCRETE RIGHT OF WAY MARKER, 57.5 FEET WEST OF CENTER OF ROAD KB1063'AND 72.6 FEET SOUTHEAST OF CONCRETE ROW MARKER. KB1063' KB1063'REFERENCE MARK 3, A STANDARD REFERENCE DISK STAMPED TURLEY NO 3 1962, KB1063'IS SET IN A 6 INCH CIRCULAR CONCRETE POST ABOUT 3 INCHES KB1063'BELOW THE SURFACE OF THE GROUND. THE MARK IS 48 FEET EAST OF CENTER KB1063'OF ROAD, 35 FEET NORTH OF POWER POLE, AND 12 FEET SOUTHEAST OF KB1063'CENTER SOUTH END OF A METAL CULVERT UNDER EAST FIELD ENTRANCE. KB1063' KB1063'REFERENCE MARK 4, A STANDARD REFERENCE DISK STAMPED TURLEY NO 4 1962, KB1063'IS SET 6 INCH CIRCULAR CONCRETE POST WHICH IS ABOUT 1 INCH BELOW KB1063'THE SURFACE OF THE GROUND. THE MARK IS 57 FEET WEST OF CENTER OF ROAD KB1063'AND 24.6 FEET SOUTHWEST OF CENTER SOUTH END DIAGONAL 30 INCH KB1063'METAL CULVERT UNDER ROAD. KB1063' KB1063'AZIMUTH MARK, A STANDARD AZIMUTH DISK STAMPED TURLEY 1960, IS SET ON KB1063'TOP OF A 12 INCH SQUARE CONCRETE POST WHICH PROJECTS ABOUT 4 KB1063'INCHES ABOVE THE SURFACE OF THE GROUND. THE MARK IS 44 FEET EAST OF KB1063'THE CENTER OF THE ROAD, 3.5 FEET SOUTH OF POWER POLE, AND 1.7 FEET KB1063'SOUTH OF WITNESS POST. KB1063' KB1063'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON OIL SURFACED KB1063'ROAD FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT AS DESCRIBED. KB1063 KB1063 STATION RECOVERY (1962) KB1063 KB1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 KB1063'3 MI SW FROM SPRINGFIELD. KB1063'2.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND KB1063'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.5 KB1063'MILE WEST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG AN KB1063'OILED ROAD, AT A SLIGHT JOG IN THE ROAD, 2.2 FEET EAST OF KB1063'CONCRETE ROW MARKER, 57.5 FEET WEST OF CENTER OF ROAD, 72.6 FEET KB1063'SOUTHEAST OF CONCRETE ROW MARKER, AND SET IN THE TOP OF A 6-INC KB1063'CIRCULAR CONCRETE POST ABOUT 1-INCH BELOW THE SURFACE OF THE KB1063'GROUND. KB1063 KB1063 STATION RECOVERY (1969) KB1063 KB1063'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS) KB1063'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE FOUND KB1063'IN GOOD CONDITION. REFERENCE MARK 4 WAS SEARCHED FOR BUT NOT FOUND KB1063'AND IS ASSUMED TO HAVE BEEN DESTROYED BY FARMING. A REFERENCE MARK KB1063'5 WAS SET. THE DISTANCE AND DIRECTION TO REFERENCE MARK 3 KB1063'CHECKED. THE DIRECTION TO THE AZIMUTH MARK CHECKED. THE STATE KB1063'POLICE MAST HAS BEEN REPLACED WITH A NEW ONE. A NEW DESCRIPTION KB1063'FOLLOWS. KB1063' KB1063'STATION IS LOCATED ABOUT 1 MILE NORTH OF LAKE SPRINGFIELD, 1/2 MILE KB1063'WEST OF U.S. HIGHWAY 66, ON ROAD RIGHT-OF-WAY, 102 FEET SOUTH OF THE KB1063'CENTERLINE OF CO. RD. 55 S, 1-1/2 FEET WEST OF A METAL WITNESS KB1063'POST, 2 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST, 72 FEET KB1063'SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 57 FEET WEST OF THE KB1063'CENTERLINE OF CO. RD. 25 W. THE DISK IS SET IN THE TOP OF A KB1063'ROUND CONCRETE POST WHICH IS 2 INCHES UNDERGROUND AND THE DISK IS KB1063'STAMPED TURLEY 2 1962. KB1063' KB1063'TO REACH THE STATION FROM THE NORTH END OF THE BRIDGE OVER LAKE KB1063'SPRINGFIELD, GO NORTH ON U.S. HIGHWAY 66 FOR 0.45 MILE TO A KB1063'CROSSROAD, TURN LEFT AND GO WEST FOR 0.55 MILE TO A PAVED ROAD KB1063'NORTH. TURN RIGHT AND GO NORTH ON CO. RD. 25 W FOR 1.0 MILE TO A KB1063'SIDE ROAD LEFT AND THE STATION ON THE LEFT AS DESCRIBED. CONTINUE KB1063'NORTH ON THE ROAD FOR 0.25 MILE TO A SIDE ROAD RIGHT (WOODCREST KB1063'DR.) AND THE AZIMUTH MARK. KB1063' KB1063'REFERENCE MARK 3 IS A STANDARD DISK STAMPED TURLEY 2 NO 3 1962 SET KB1063'IN THE TOP OF A 6 INCH IN DIAMETER CONCRETE POST FLUSH WITH THE KB1063'GROUND, 36 FEET SOUTH OF THE CENTERLINE OF A FIELD DRIVE EAST, 48 KB1063'FEET EAST OF THE CENTERLINE OF THE ROAD, 35 FEET NORTH OF A POWER KB1063'POLE AND 12 FEET SOUTHEAST OF CENTER SOUTH END OF A METAL CULVERT KB1063'UNDER THE FIELD DRIVE. KB1063' KB1063'REFERENCE MARK 5 IS 23 FEET SOUTH OF THE CENTERLINE OF RD. 55 S, KB1063'50 FEET WEST OF THE CENTERLINE OF RD. 25 W AND 17 FEET NORTHWEST OF KB1063'THE SOUTH END OF A LARGE METAL CULVERT. THE MONUMENT PROJECTS 2 KB1063'INCHES AND THE DISK IS STAMPED TURLEY 2 1962 NO 5 1969. KB1063' KB1063'THE AZIMUTH MARK IS 44 FEET EAST OF THE CENTERLINE OF SECOND ST., KB1063'19 FEET NORTH OF THE CENTERLINE OF WOODCREST DR., 1 FOOT EAST OF A KB1063'METAL WITNESS POST AND 4 FEET SOUTH OF A POWER POLE. THE MONUMENT KB1063'PROJECTS 2 INCHES AND THE DISK IS STAMPED TURLEY 1960. KB1063' KB1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES KB1063'SOUTH OF SPRINGFIELD. KB1063' KB1063'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET. KB1063 KB1063 STATION RECOVERY (1975) KB1063 KB1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (LHW) KB1063'THE STATION, REFERENCE MARKS 5 AND 3, AND THE AZIMUTH MARK WERE KB1063'RECOVERED IN GOOD CONDITION. THE DISTANCE AND DIRECTION TO THE KB1063'REFERENCE MARKS AND AZIMUTH COMPARED FAVORABLY WITH THE 1969 KB1063'OBSERVATIONS, WITH THE EXCEPTION THAT A DIFFERENCE OF .018 METERS KB1063'SHORTER TO REFERENCE MARK 3 WAS NOTED AND A DIFFERENCE OF .013 KB1063'LONGER TO RM 5 WAS NOTED AND VERIFIED. A NEW AND COMPLETE KB1063'DESCRIPTION FOLLOWS. KB1063' KB1063'THE STATION IS ABOUT 1 MILE NORTH OF LAKE SPRINGFIELD, 6 MILES SOUTH KB1063'OF SPRINGFIELD AND ON STATE HIGHWAY PROPERTY, HOWEVER, ONE OR TWO KB1063'OF THE TOWER LEGS ARE ON THE PROPERTY OF MR. LLOYD JACOBS WHOSE KB1063'ADDRESS IS RT. 1 CHATHAM, ILLINOIS. PHONE NO. 483-2917. KB1063' KB1063'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE HIGHWAY 55 KB1063'AND TORONTO ROAD (WHICH IS ROAD S-6 THIS IS ALSO NORTH OF LAKE KB1063'SPRINGFIELD). GO WEST ON TORONTO ROAD FOR 0.45 MILE TO THE KB1063'JUNCTION OF COUNTY ROAD 25 W. TURN RIGHT GO NORTH FOLLOWING COUNTY KB1063'ROAD 25 W FOR 0.45 MILE TO THE STATION ON THE LEFT AND JUST BEFORE KB1063'REACHING A SIDE ROAD LEFT. KB1063' KB1063'THE STATION MARKS ARE STANDARD DISKS STAMPED TURLEY 2 1962. THE KB1063'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1063'MONUMENT THAT IS 10 INCHES BELOW THE GROUND SURFACE. IT IS 2 FEET KB1063'WEST OF A METAL WITNESS POST, 2 FEET EAST OF A CONCRETE KB1063'RIGHT-OF-WAY POST, 60 FEET WEST OF CENTERLINE OF COUNTY ROAD 25 S, KB1063'AND 104 FEET SOUTH OF CENTERLINE OF COUNTY ROAD 55 S. THE KB1063'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE KB1063'40 INCHES BELOW THE GROUND SURFACE. KB1063' KB1063'REFERENCE MARK 3, A STANDARD DISK STAMPED TURLEY NO 3 1960 1962, IS KB1063'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS KB1063'FLUSH WITH THE GROUND SURFACE. IT IS 12 FEET SOUTHEAST OF THE KB1063'SOUTH END OF A LARGE METAL CULVERT, 44 FEET NORTH OF A POWER LINE KB1063'POLE, AND 46 FEET EAST OF THE CENTERLINE OF COUNTY ROAD 25 S. KB1063' KB1063'REFERENCE MARK 5, A STANDARD DISK STAMPED TURLEY 2 NO 5 1969 SET KB1063'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH KB1063'WITH THE GROUND SURFACE. IT IS 17 FEET NORTH-NORTHWEST OF THE KB1063'SOUTH END OF A LARGE METAL CULVERT, 22 FEET WEST OF THE CENTERLINE KB1063'OF COUNTY ROAD 55 S, AND 50 FEET SOUTH OF THE CENTERLINE OF KB1063'COUNTY ROAD 25 S. KB1063' KB1063'AZIMUTH MARK, A STANDARD DISK STAMPED TURLEY 1960, IS SET IN THE TOP KB1063'OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE KB1063'GROUND SURFACE. IT IS 1 FOOT EAST OF A METAL WITNESS POST, 3 FEET KB1063'SOUTH OF A POWERLINE POLE, 19 FEET NORTH OF THE CENTERLINE OF KB1063'WOODCREST DRIVE AND 43 FEET EAST OF THE CENTERLINE OF SECOND KB1063'STREET. KB1063' KB1063'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON COUNTY ROAD KB1063'25 W FOR 0.25 MILE TO WOODCREST DRIVE AND THE MARK ON THE RIGHT. KB1063' KB1063'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF KB1063'LAKE SPRINGFIELD. KB1063' KB1063'HEIGHT OF LIGHT ABOVE STATION MARK 99.376 FEET. KB1063 KB1063 STATION RECOVERY (2001) KB1063 KB1063'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2001 (CLG) KB1063'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1064 *********************************************************************** KB1064 DESIGNATION - TURLEY RM 3 KB1064 PID - KB1064 KB1064 STATE/COUNTY- IL/SANGAMON KB1064 USGS QUAD - CHATHAM (1976) KB1064 KB1064 *CURRENT SURVEY CONTROL KB1064 ___________________________________________________________________ KB1064* NAD 83(1986)- 39 43 15. (N) 089 39 09. (W) SCALED KB1064* NAVD 88 - 180.44 (meters) 592.0 (feet) RESET KB1064 ___________________________________________________________________ KB1064 GEOID HEIGHT- -32.37 (meters) GEOID03 KB1064 KB1064 VERT ORDER - THIRD KB1064 KB1064.The horizontal coordinates were scaled from a topographic map and have KB1064.an estimated accuracy of +/- 6 seconds. KB1064 KB1064.The orthometric height was computed from unverified reset data. KB1064.No vertical observational check was made to the station. KB1064 KB1064.The geoid height was determined by GEOID03. KB1064 KB1064; North East Units Estimated Accuracy KB1064;SPC IL W - 339,120. 744,080. MT (+/- 180 meters Scaled) KB1064 KB1064 SUPERSEDED SURVEY CONTROL KB1064 KB1064 NGVD 29 (??/??/??) 180.55 (m) 592.4 (f) RESET 3 KB1064 KB1064.Superseded values are not recommended for survey control. KB1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1064.See file dsdata.txt to determine how the superseded data were derived. KB1064 KB1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK726001(NAD 83) KB1064_MARKER: DR = REFERENCE MARK DISK KB1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB1064_STAMPING: TURLEY RM NO 3 KB1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1064+STABILITY: SURFACE MOTION KB1064 KB1064 HISTORY - Date Condition Report By KB1064 HISTORY - UNK MONUMENTED ILHD KB1064 HISTORY - 1962 GOOD NGS KB1064 KB1064 STATION DESCRIPTION KB1064 KB1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KB1064'3 MI SW FROM SPRINGFIELD. KB1064'2.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND KB1064'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.5 KB1064'MILE WEST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG AN KB1064'OILED ROAD, AT A SLIGHT JOG IN THE ROAD, 48 FEET EAST OF CENTER KB1064'OF ROAD, 35 FEET NORTH OF POWER POLE, 12 FEET SOUTHEAST OF CENTER KB1064'SOUTH END OF A METAL CULVERT UNDER EAST FIELD ENTRANCE, AND SET KB1064'IN A 6-INCH CIRCULAR CONCRETE POST ABOUT 3-INCHES BELOW THE KB1064'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB1065 *********************************************************************** KB1065 DESIGNATION - TURLEY RM 4 KB1065 PID - KB1065 KB1065 STATE/COUNTY- IL/SANGAMON KB1065 USGS QUAD - CHATHAM (1976) KB1065 KB1065 *CURRENT SURVEY CONTROL KB1065 ___________________________________________________________________ KB1065* NAD 83(1986)- 39 43 15. (N) 089 39 09. (W) SCALED KB1065* NAVD 88 - 180.62 (meters) 592.6 (feet) RESET KB1065 ___________________________________________________________________ KB1065 GEOID HEIGHT- -32.37 (meters) GEOID03 KB1065 KB1065 VERT ORDER - THIRD KB1065 KB1065.The horizontal coordinates were scaled from a topographic map and have KB1065.an estimated accuracy of +/- 6 seconds. KB1065 KB1065.The orthometric height was computed from unverified reset data. KB1065.No vertical observational check was made to the station. KB1065 KB1065.The geoid height was determined by GEOID03. KB1065 KB1065; North East Units Estimated Accuracy KB1065;SPC IL W - 339,120. 744,080. MT (+/- 180 meters Scaled) KB1065 KB1065 SUPERSEDED SURVEY CONTROL KB1065 KB1065 NGVD 29 (??/??/??) 180.74 (m) 593.0 (f) RESET 3 KB1065 KB1065.Superseded values are not recommended for survey control. KB1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1065.See file dsdata.txt to determine how the superseded data were derived. KB1065 KB1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SBK726001(NAD 83) KB1065_MARKER: DR = REFERENCE MARK DISK KB1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB1065_STAMPING: TURLEY RM NO 4 KB1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1065+STABILITY: SURFACE MOTION KB1065 KB1065 HISTORY - Date Condition Report By KB1065 HISTORY - UNK MONUMENTED ILHD KB1065 HISTORY - 1962 GOOD NGS KB1065 KB1065 STATION DESCRIPTION KB1065 KB1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KB1065'3 MI SW FROM SPRINGFIELD. KB1065'2.0 MILES SOUTH ALONG U.S. 66 FROM THE JUNCTION OF U.S. 66 AND KB1065'BUSINESS ROUTE 66 IN THE SOUTH PART OF SPRINGFIELD, THENCE 0.5 KB1065'MILE WEST ALONG AN OILED ROAD, THENCE 0.5 MILE SOUTH ALONG AN KB1065'OILED ROAD, AT A SLIGHT JOG IN THE ROAD, 57 FEET WEST OF CENTER KB1065'OF ROAD, 24.6 FEET SOUTHWEST OF CENTER SOUTH AND DIAGONAL 30-INCH KB1065'METAL CULVERT UNDER ROAD, AND SET IN A 6-INCH CIRCULAR CONCRETE KB1065'POST WHICH IS ABOUT 1-INCH BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 KB0657 *********************************************************************** KB0657 DESIGNATION - Z 12 RESET 1972 KB0657 PID - KB0657 KB0657 STATE/COUNTY- IL/SANGAMON KB0657 USGS QUAD - MOUNT AUBURN (1982) KB0657 KB0657 *CURRENT SURVEY CONTROL KB0657 ___________________________________________________________________ KB0657* NAD 83(1986)- 39 51 10. (N) 089 19 36. (W) SCALED KB0657* NAVD 88 - 181.65 (meters) 596.0 (feet) RESET KB0657 ___________________________________________________________________ KB0657 GEOID HEIGHT- -32.38 (meters) GEOID03 KB0657 KB0657 VERT ORDER - THIRD KB0657 KB0657.The horizontal coordinates were scaled from a topographic map and have KB0657.an estimated accuracy of +/- 6 seconds. KB0657 KB0657.The orthometric height was computed from unverified reset data. KB0657 KB0657.The geoid height was determined by GEOID03. KB0657 KB0657; North East Units Estimated Accuracy KB0657;SPC IL W - 353,980. 771,880. MT (+/- 180 meters Scaled) KB0657 KB0657 SUPERSEDED SURVEY CONTROL KB0657 KB0657.No superseded survey control is available for this station. KB0657 KB0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCK009140(NAD 83) KB0657_MARKER: DB = BENCH MARK DISK KB0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT KB0657_STAMPING: Z 12 RESET 1972 KB0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB0657+STABILITY: SURFACE MOTION KB0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB0657+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2002 KB0657 KB0657 HISTORY - Date Condition Report By KB0657 HISTORY - 1972 MONUMENTED ILHD KB0657 HISTORY - 1973 GOOD NGS KB0657 HISTORY - 20020924 GOOD INDIV KB0657 KB0657 STATION DESCRIPTION KB0657 KB0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KB0657'1 MI E FROM LANESVILLE. KB0657'1.2 MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH KB0657'COUNTY RD. 16 E JUST WEST OF THE GRAIN ELEVATOR AT LANESVILLE, KB0657'47 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTH OF KB0657'THE SOUTH RAIL OF RAILROAD TRACK, 23 FEET WEST OF THE CENTERLINE KB0657'OF A FARM ROAD CROSSING, 1 FOOT EAST OF A METAL WITNESS POST, SET KB0657'IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. KB0657 KB0657 STATION RECOVERY (2002) KB0657 KB0657'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RD) KB0657'POST AND SIGN MISSING. KB0657'GPS COORDINATES USING TRIMBLE 4700 RECEIVER IN FEET ARE KB0657'N.1161384 E.2532392 ROUNDED TO FOOT.