1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1379 *********************************************************************** KB1379 DESIGNATION - HARTEL KB1379 PID - KB1379 KB1379 STATE/COUNTY- IL/CHRISTIAN KB1379 USGS QUAD - GROVE CITY (1982) KB1379 KB1379 *CURRENT SURVEY CONTROL KB1379 ___________________________________________________________________ KB1379* NAD 83(1997)- 39 41 01.29391(N) 089 16 40.66806(W) ADJUSTED KB1379* NAVD 88 - 188.6 (meters) 619. (feet) VERTCON KB1379 ___________________________________________________________________ KB1379 LAPLACE CORR- -1.32 (seconds) DEFLEC99 KB1379 GEOID HEIGHT- -32.32 (meters) GEOID99 KB1379 KB1379 HORZ ORDER - FIRST KB1379 KB1379.The horizontal coordinates were established by classical geodetic methods KB1379.and adjusted by the National Geodetic Survey in October 1999. KB1379 KB1379.The NAVD 88 height was computed by applying the VERTCON shift value to KB1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1379 KB1379.The Laplace correction was computed from DEFLEC99 derived deflections. KB1379 KB1379.The geoid height was determined by GEOID99. KB1379 KB1379; North East Units Scale Converg. KB1379;SPC IL W - 335,247.312 776,234.889 MT 1.00001270 +0 34 03.0 KB1379;UTM 16 - 4,395,131.603 304,649.914 MT 1.00006985 -1 27 18.2 KB1379 KB1379: Primary Azimuth Mark Grid Az KB1379:SPC IL W - HARTEL AZ MK 1976 275 34 13.8 KB1379:UTM 16 - HARTEL AZ MK 1976 277 35 35.0 KB1379 KB1379|---------------------------------------------------------------------| KB1379| PID Reference Object Distance Geod. Az | KB1379| dddmmss.s | KB1379| CI7505 HARTEL RM 1 21.690 METERS 09049 | KB1379| KB1373 STONINGTON MUN TANK APPROX. 9.2 KM 1244154.2 | KB1379| CI7506 HARTEL RM 2 20.705 METERS 16329 | KB1379| KB1393 EDINBURG MUN TANK APPROX.10.6 KM 2532203.8 | KB1379| KB1381 HARTEL AZ MK 1976 APPROX. 1.0 KM 2760816.8 | KB1379|---------------------------------------------------------------------| KB1379 KB1379 SUPERSEDED SURVEY CONTROL KB1379 KB1379 NAD 83(1986)- 39 41 01.30411(N) 089 16 40.64882(W) AD( ) 1 KB1379 NAD 27 - 39 41 01.14533(N) 089 16 40.34423(W) AD( ) 1 KB1379 NGVD 29 - 188.7 (m) 619. (f) VERT ANG KB1379 KB1379.Superseded values are not recommended for survey control. KB1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1379.See file dsdata.txt to determine how the superseded data were derived. KB1379 KB1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0465095132(NAD 83) KB1379_MARKER: DS = TRIANGULATION STATION DISK KB1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB1379+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1379 KB1379 HISTORY - Date Condition Report By KB1379 HISTORY - 1976 MONUMENTED NGS KB1379 HISTORY - 20000803 GOOD CMT KB1379 KB1379 STATION DESCRIPTION KB1379 KB1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW) KB1379'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF TAYLORVILLE, 6 KB1379'MILES EAST-NORTHEAST OF EDINBURG, 6 MILES SOUTH OF MT AUBURN, KB1379'IN THE SOUTH 1/2 SECTION 2, T 14 N, R 2 W, AND ON LAND OWNED KB1379'BY MR. BILL HARTEL, ROUTE 2, EDINBURG, ILLINOIS, TELEPHONE NUMBER KB1379'325-3345. KB1379' KB1379'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND KB1379'COUNTY ROAD 21 IN EDINBURG, GO EAST ON COUNTY ROAD 21 FOR 4.0 KB1379'MILES TO A CROSSROAD AND THE CENTRAL POINT A.T.A. BUILDING ON KB1379'THE RIGHT, CONTINUE EASTERLY ON COUNTY ROAD 21 FOR 1.0 MILE KB1379'TO THE JUNCTION WITH COUNTY ROAD 22. TURN LEFT AND GO NORTH KB1379'ON COUNTY ROAD 22 FOR 2.0 MILES TO A CROSSROAD AND THE AZIMUTH KB1379'MARK IN THE NORTHWEST ANGLE OF CROSSROAD. TURN RIGHT AND GO KB1379'EAST ON A PAVED ROAD FOR 0.5 MILE TO A DRIVEWAY LEADING TO KB1379'MR. HARTEL HOME. TURN RIGHT AND GO SOUTH ON THE DRIVEWAY FOR KB1379'0.05 MILE TO THE STATION ON THE RIGHT. KB1379' KB1379'STATION MARKS ARE STANDARD DISKS STAMPED HARTEL 1975. THE KB1379'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1379'MONUMENT THAT IS 2 INCHES BELOW THE GROUND SURFACE. IT IS 35 KB1379'FEET WEST OF THE CENTER OF THE DRIVEWAY, 35 FEET SOUTHEAST OF KB1379'A 30-INCH OAK TREE AND 68 FEET NORTH-NORTHWEST OF THE NORTHWEST KB1379'CORNER OF A BARN. THE UNDERGROUND DISK IS SET IN THE TOP OF AN KB1379'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE. KB1379' KB1379'REFERENCE MARK 1, A STANDARD DISK STAMPED HARTEL NO 1 1975, IS KB1379'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF TRUCK SCALE KB1379'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 77 FEET KB1379'SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN TIN SHED AND 35 KB1379'FEET WEST OF THE CENTER OF THE DRIVEWAY. KB1379' KB1379'REFERENCE MARK 2, A STANDARD DISK STAMPED HARTEL NO 2 1975, IS KB1379'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT KB1379'IS FLUSH WITH THE GROUND SURFACE. IT IS 1 FOOT WEST OF THE KB1379'NORTHWEST CORNER OF THE BARN. KB1379' KB1379'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HARTEL AZ KB1379'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1379'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET KB1379'WEST OF THE CENTERLINE OF COUNTY ROAD 22, 30 FEET NORTH OF THE KB1379'CENTER OF A PAVED ROAD, 4 FEET NORTH OF A 4 BY 4-INCH ROAD KB1379'RIGHT-OF-WAY CONCRETE POST AND 2 FEET SOUTH OF A METAL WITNESS KB1379'POST. KB1379' KB1379'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS. KB1379 KB1379 STATION RECOVERY (2000) KB1379 KB1379'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1379'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1381 *********************************************************************** KB1381 DESIGNATION - HARTEL AZ MK 1976 KB1381 PID - KB1381 KB1381 STATE/COUNTY- IL/CHRISTIAN KB1381 USGS QUAD - GROVE CITY (1982) KB1381 KB1381 *CURRENT SURVEY CONTROL KB1381 ___________________________________________________________________ KB1381* NAD 83(1997)- 39 41 04.63409(N) 089 17 20.89094(W) ADJUSTED KB1381* NAVD 88 - 183.6 (meters) 602. (feet) VERTCON KB1381 ___________________________________________________________________ KB1381 LAPLACE CORR- -1.24 (seconds) DEFLEC99 KB1381 GEOID HEIGHT- -32.31 (meters) GEOID99 KB1381 KB1381 HORZ ORDER - SECOND KB1381 KB1381.The horizontal coordinates were established by classical geodetic methods KB1381.and adjusted by the National Geodetic Survey in October 1999. KB1381 KB1381.The NAVD 88 height was computed by applying the VERTCON shift value to KB1381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1381 KB1381.The Laplace correction was computed from DEFLEC99 derived deflections. KB1381 KB1381.The geoid height was determined by GEOID99. KB1381 KB1381; North East Units Scale Converg. KB1381;SPC IL W - 335,340.890 775,275.422 MT 1.00001091 +0 33 37.4 KB1381;UTM 16 - 4,395,258.993 303,694.290 MT 1.00007446 -1 27 44.0 KB1381 KB1381: Primary Azimuth Mark Grid Az KB1381:SPC IL W - HARTEL 095 34 13.7 KB1381:UTM 16 - HARTEL 097 35 35.1 KB1381 KB1381|---------------------------------------------------------------------| KB1381| PID Reference Object Distance Geod. Az | KB1381| dddmmss.s | KB1381| KB1379 HARTEL APPROX. 1.0 KM 0960751.1 | KB1381| KB1380 HARTEL AZ MK A PT 1976 5.514 METERS 23245 | KB1381| KB1392 KINCAID EDISON CO STACK APPROX.20.6 KM 2395011.9 | KB1381|---------------------------------------------------------------------| KB1381 KB1381 SUPERSEDED SURVEY CONTROL KB1381 KB1381 NAD 83(1986)- 39 41 04.64419(N) 089 17 20.87172(W) AD( ) 2 KB1381 NAD 27 - 39 41 04.48466(N) 089 17 20.56589(W) AD( ) 2 KB1381 NGVD 29 - 183.7 (m) 603. (f) VERT ANG KB1381 KB1381.Superseded values are not recommended for survey control. KB1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1381.See file dsdata.txt to determine how the superseded data were derived. KB1381 KB1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0369495259(NAD 83) KB1381_MARKER: DR = REFERENCE MARK DISK KB1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1381+STABILITY: SURFACE MOTION KB1381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB1381+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1381 KB1381 HISTORY - Date Condition Report By KB1381 HISTORY - 1976 MONUMENTED NGS KB1381 HISTORY - 20000803 GOOD CMT KB1381 KB1381 STATION DESCRIPTION KB1381 KB1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW) KB1381'THE STATION IS LOCATED ABOUT 9 MILES NORTH OF TAYLORVILLE, 6 KB1381'MILES EAST-NORTHEAST OF EBINBURG AND 6 MILES SOUTH OF MT AUBURN. KB1381' KB1381'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HARTEL AZ KB1381'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1381'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET KB1381'WEST OF THE CENTERLINE OF COUNTY ROAD 22, 30 FEET NORTH OF THE KB1381'CENTER OF A PAVED ROAD, 4 FEET NORTH OF A 4 BY 4-INCH ROAD KB1381'RIGHT-OF-WAY CONCRETE POST AND 2 FEET SOUTH OF A METAL WITNESS KB1381'POST. KB1381' KB1381'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION KB1381'STATION HARTEL 1975. KB1381' KB1381'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HARTEL, KB1381'DISTANCE BEING 963.994 METERS, WEST OF THE TRIANGULATON STATION. KB1381 KB1381 STATION RECOVERY (2000) KB1381 KB1381'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1381'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1364 *********************************************************************** KB1364 DESIGNATION - SEIGFRIED KB1364 PID - KB1364 KB1364 STATE/COUNTY- IL/CHRISTIAN KB1364 USGS QUAD - ASSUMPTION (1982) KB1364 KB1364 *CURRENT SURVEY CONTROL KB1364 ___________________________________________________________________ KB1364* NAD 83(1997)- 39 33 11.48633(N) 089 06 49.21578(W) ADJUSTED KB1364* NAVD 88 - 188.1 (meters) 617. (feet) VERTCON KB1364 ___________________________________________________________________ KB1364 LAPLACE CORR- -0.93 (seconds) DEFLEC99 KB1364 GEOID HEIGHT- -32.32 (meters) GEOID99 KB1364 KB1364 HORZ ORDER - FIRST KB1364 KB1364.The horizontal coordinates were established by classical geodetic methods KB1364.and adjusted by the National Geodetic Survey in October 1999. KB1364 KB1364.The NAVD 88 height was computed by applying the VERTCON shift value to KB1364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1364 KB1364.The Laplace correction was computed from DEFLEC99 derived deflections. KB1364 KB1364.The geoid height was determined by GEOID99. KB1364 KB1364; North East Units Scale Converg. KB1364;SPC IL W - 320,910.911 790,498.330 MT 1.00004197 +0 40 14.1 KB1364;SPC IL E - 320,682.996 232,932.954 MT 1.00003036 -0 29 49.0 KB1364;UTM 16 - 4,380,301.251 318,399.370 MT 1.00000605 -1 20 46.8 KB1364 KB1364: Primary Azimuth Mark Grid Az KB1364:SPC IL W - SEIGFRIED AZ MK 1976 206 44 29.1 KB1364:SPC IL E - SEIGFRIED AZ MK 1976 207 54 32.2 KB1364:UTM 16 - SEIGFRIED AZ MK 1976 208 45 30.0 KB1364 KB1364|---------------------------------------------------------------------| KB1364| PID Reference Object Distance Geod. Az | KB1364| dddmmss.s | KB1364| KB1358 MACON MUN TANK APPROX.19.7 KM 0293144.2 | KB1364| KB1322 MACON E STAR HOME TANK APPROX.20.2 KM 0314047.2 | KB1364| KB1366 MOWEAQUA MUN TANK APPROX.11.9 KM 0475247.4 | KB1364| KB1317 MOWEAQUA MARATHON PL MICROWAVE APPROX.19.9 KM 0751851.4 | KB1364| KB1361 ASSUMPTION MUN TANK APPROX. 6.6 KM 1242519.9 | KB1364| CI8220 SEIGFRIED RM 1 28.290 METERS 14347 | KB1364| KB1369 SEIGFRIED AZ MK 1976 APPROX. 0.9 KM 2072443.2 | KB1364| CI8221 SEIGFRIED RM 2 26.766 METERS 26048 | KB1364| KB1382 TAYLORVILLE S MUN TANK APPROX.17.8 KM 2611644.8 | KB1364| KB1373 STONINGTON MUN TANK APPROX.11.4 KM 3244021.0 | KB1364| KB1374 BLUE MOUND N MUN TANK APPROX.16.4 KM 3562606.0 | KB1364| KB1357 BLUE MOUND S MUN TANK APPROX.15.6 KM 3580907.2 | KB1364|---------------------------------------------------------------------| KB1364 KB1364 SUPERSEDED SURVEY CONTROL KB1364 KB1364 NAD 83(1986)- 39 33 11.49738(N) 089 06 49.20022(W) AD( ) 1 KB1364 NAD 27 - 39 33 11.35061(N) 089 06 48.89680(W) AD( ) 1 KB1364 NGVD 29 - 188.2 (m) 617. (f) VERT ANG KB1364 KB1364.Superseded values are not recommended for survey control. KB1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1364.See file dsdata.txt to determine how the superseded data were derived. KB1364 KB1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1839980301(NAD 83) KB1364_MARKER: DS = TRIANGULATION STATION DISK KB1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KB1364+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1364 KB1364 HISTORY - Date Condition Report By KB1364 HISTORY - 1976 MONUMENTED NGS KB1364 HISTORY - 20000803 GOOD CMT KB1364 KB1364 STATION DESCRIPTION KB1364 KB1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW) KB1364'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF KB1364'STONINGTON, 7 MILES SOUTHWEST OF MOWEAQUA, 4 MILES NORTHWEST OF KB1364'ASSUMPTION, IN THE SW 1/4 SECTION 20, T 13 N, R 1 E, AND ON KB1364'LAND OWNED BY MRS. LILLAN SEIGFRIED, ROUTE 2, ASSUMPTION, KB1364'ILLINOIS, TELEPHONE NUMBER 226-3303. KB1364' KB1364'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND KB1364'COUNTY ROAD 6 AT THE NORTH EDGE OF ASSUMPTION, GO WEST AND KB1364'NORTH ON COUNTY ROAD 6 FOR 4.8 MILES TO A CROSSROAD AND THE KB1364'AZIMUTH MARK ON THE RIGHT. TURN RIGHT AND GO NORTH ON A PAVED KB1364'ROAD FOR 0.5 MILE TO A SIDE ROAD RIGHT. TURN RIGHT AND GO EAST KB1364'ON A PAVED ROAD FOR 0.2 MILE TO A LARGE IMPLEMENT SHED AND THE KB1364'STATION ON THE LEFT. KB1364' KB1364'STATION MARKS ARE STANDARD DISKS STAMPED SEIGFRIED 1975. THE KB1364'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL KB1364'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND SURFACE. IT KB1364'IS 67 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE IMPLEMENT KB1364'SHED, 48 FEET NORTH OF THE CENTER OF THE PAVED ROAD AND 32 FEET KB1364'SOUTHEAST OF THE SOUTHWEST CORNER OF THE SHED. THE UNDERGROUND KB1364'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 KB1364'INCHES BELOW THE GROUND SURFACE. KB1364' KB1364'REFERENCE MARK 1, A STANDARD DISK STAMPED SEIGFRIED NO 1 1975, KB1364'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT KB1364'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 26 FEET SOUTH OF KB1364'THE CENTER OF THE PAVED ROAD, 3 FEET SOUTHWEST OF A POWERLINE KB1364'POLE AND 1 FOOT WEST OF A METAL WITNESS POST. KB1364' KB1364'REFERENE MARK 2, A STANDARD DISK STAMPED SEIGFRIED NO 2 1975, KB1364'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT KB1364'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 31 FEET NORTH OF KB1364'THE CENTER OF THE PAVED ROAD, 23 FEET WEST OF THE CENTER OF A KB1364'GRAVELED DRIVEWAY, 10 FEET NORTH OF A FENCE CORNER AND 1.4 FEET KB1364'NORTH OF A METAL WITNESS POST. KB1364' KB1364'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SEIGFRIED KB1364'AZ 1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1364'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT KB1364'IS 33 FEET NORTH OF THE CENTER OF COUNTY ROAD 6, 25 FEET EAST KB1364'OF THE CENTER OF A PAVED ROAD AND 3 FEET EAST OF A METAL KB1364'WITNESS POST. KB1364' KB1364'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS. KB1364 KB1364 STATION RECOVERY (2000) KB1364 KB1364'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1364'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1369 *********************************************************************** KB1369 DESIGNATION - SEIGFRIED AZ MK 1976 KB1369 PID - KB1369 KB1369 STATE/COUNTY- IL/CHRISTIAN KB1369 USGS QUAD - ASSUMPTION (1982) KB1369 KB1369 *CURRENT SURVEY CONTROL KB1369 ___________________________________________________________________ KB1369* NAD 83(1997)- 39 32 45.21585(N) 089 07 06.81335(W) ADJUSTED KB1369* NAVD 88 - 188.3 (meters) 618. (feet) VERTCON KB1369 ___________________________________________________________________ KB1369 LAPLACE CORR- -1.02 (seconds) DEFLEC99 KB1369 GEOID HEIGHT- -32.31 (meters) GEOID99 KB1369 KB1369 HORZ ORDER - SECOND KB1369 KB1369.The horizontal coordinates were established by classical geodetic methods KB1369.and adjusted by the National Geodetic Survey in October 1999. KB1369 KB1369.The NAVD 88 height was computed by applying the VERTCON shift value to KB1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1369 KB1369.The Laplace correction was computed from DEFLEC99 derived deflections. KB1369 KB1369.The geoid height was determined by GEOID99. KB1369 KB1369; North East Units Scale Converg. KB1369;SPC IL W - 320,095.831 790,087.648 MT 1.00004106 +0 40 02.5 KB1369;SPC IL E - 319,876.461 232,505.755 MT 1.00003106 -0 29 59.9 KB1369;UTM 16 - 4,379,501.156 317,960.273 MT 1.00000801 -1 20 57.3 KB1369 KB1369: Primary Azimuth Mark Grid Az KB1369:SPC IL W - SEIGFRIED 026 44 29.5 KB1369:SPC IL E - SEIGFRIED 027 54 31.9 KB1369:UTM 16 - SEIGFRIED 028 45 29.3 KB1369 KB1369|---------------------------------------------------------------------| KB1369| PID Reference Object Distance Geod. Az | KB1369| dddmmss.s | KB1369| KB1364 SEIGFRIED APPROX. 0.9 KM 0272432.0 | KB1369| KB1370 SEIGFRIED AZ A PT 1976 8.925 METERS 34519 | KB1369|---------------------------------------------------------------------| KB1369 KB1369 SUPERSEDED SURVEY CONTROL KB1369 KB1369 NAD 83(1986)- 39 32 45.22691(N) 089 07 06.79779(W) AD( ) 2 KB1369 NAD 27 - 39 32 45.07944(N) 089 07 06.49303(W) AD( ) 2 KB1369 NGVD 29 - 188.4 (m) 618. (f) VERT ANG KB1369 KB1369.Superseded values are not recommended for survey control. KB1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1369.See file dsdata.txt to determine how the superseded data were derived. KB1369 KB1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ1796079501(NAD 83) KB1369_MARKER: DR = REFERENCE MARK DISK KB1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1369+STABILITY: SURFACE MOTION KB1369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB1369+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1369 KB1369 HISTORY - Date Condition Report By KB1369 HISTORY - 1976 MONUMENTED NGS KB1369 HISTORY - 20000803 GOOD CMT KB1369 KB1369 STATION DESCRIPTION KB1369 KB1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW) KB1369'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF STONINGTON, KB1369'7 MILES SOUTHWEST OF MOWEAQUA, 4 MILES NORTHWEST OF ASSUMPTION, IN KB1369'THE SW 1/4 SECTION 20, T 13 N, R 1 E, AND ON LAND OWNED BY MRS. KB1369'LILLIAN SEIGFRIED, ROUTE 2, ASSUMPTION, ILLINOIS, TELEPHONE NUMBER KB1369'226-3303. KB1369' KB1369'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED SEIGFRIED AZ KB1369'1975, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT KB1369'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 33 FEET KB1369'NORTH OF THE CENTER OF COUNTY ROAD 6, 25 FEET EAST OF THE CENTER KB1369'OF A PAVED ROAD AND 3 FEET EAST OF A METAL WITNESS POST. KB1369' KB1369'FOR THE ROUTE TO THE STATION SEE DESCRIPTION FOR TRIANGULATION KB1369'STATION SEIGFRIED 1975. KB1369' KB1369'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SEIGFRIED, KB1369'DISTANCE BEING 912.638 METERS, SOUTH OF THE TRIANGULATION STATION. KB1369 KB1369 STATION RECOVERY (2000) KB1369 KB1369'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1369'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB0702 *********************************************************************** KB0702 DESIGNATION - TAYLORVILLE KB0702 PID - KB0702 KB0702 STATE/COUNTY- IL/CHRISTIAN KB0702 USGS QUAD - TAYLORVILLE (1982) KB0702 KB0702 *CURRENT SURVEY CONTROL KB0702 ___________________________________________________________________ KB0702* NAD 83(1986)- 39 33 54. (N) 089 18 20. (W) SCALED KB0702* NAVD 88 - 186.664 (meters) 612.41 (feet) ADJUSTED KB0702 ___________________________________________________________________ KB0702 GEOID HEIGHT- -32.17 (meters) GEOID99 KB0702 DYNAMIC HT - 186.559 (meters) 612.07 (feet) COMP KB0702 MODELED GRAV- 980,061.0 (mgal) NAVD 88 KB0702 KB0702 VERT ORDER - SECOND CLASS 0 KB0702 KB0702.The horizontal coordinates were scaled from a topographic map and have KB0702.an estimated accuracy of +/- 6 seconds. KB0702 KB0702.The orthometric height was determined by differential leveling KB0702.and adjusted by the National Geodetic Survey in June 1991. KB0702 KB0702.The geoid height was determined by GEOID99. KB0702 KB0702.The dynamic height is computed by dividing the NAVD 88 KB0702.geopotential number by the normal gravity value computed on the KB0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KB0702.degrees latitude (g = 980.6199 gals.). KB0702 KB0702.The modeled gravity was interpolated from observed gravity values. KB0702 KB0702; North East Units Estimated Accuracy KB0702;SPC IL W - 322,050. 773,990. MT (+/- 180 meters Scaled) KB0702 KB0702 SUPERSEDED SURVEY CONTROL KB0702 KB0702 NGVD 29 - 186.759 (m) 612.73 (f) ADJ UNCH 2 0 KB0702 KB0702.Superseded values are not recommended for survey control. KB0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB0702.See file dsdata.txt to determine how the superseded data were derived. KB0702 KB0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ019820(NAD 83) KB0702_MARKER: DB = BENCH MARK DISK KB0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB0702_STAMPING: TAYLORVILLE 1934 KB0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB0702+STABILITY: SURFACE MOTION KB0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB0702+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB0702 KB0702 HISTORY - Date Condition Report By KB0702 HISTORY - 1934 MONUMENTED CGS KB0702 HISTORY - 1935 GOOD NGS KB0702 HISTORY - 1973 GOOD ILDT KB0702 HISTORY - 1975 GOOD NGS KB0702 HISTORY - 20000803 GOOD CMT KB0702 KB0702 STATION DESCRIPTION KB0702 KB0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 KB0702'1 MI NW FROM TAYLORVILLE. KB0702'1.0 MILE NORTHWEST OF TAYLORVILLE, CHRISTIAN COUNTY, ABOUT 100 KB0702'YARDS NORTH OF STATE HIGHWAY 24, AT THE SOUTHWEST CORNER OF THE KB0702'TOWNSHIP HIGH SCHOOL ATHLETIC FIELD, AND 2 FEET WEST OF THE WEST KB0702'BRICK GATEPOST. A STANDARD DISK, STAMPED TAYLORVILLE 1934 AND KB0702'SET IN THE TOP OF A CONCRETE POST. KB0702 KB0702 STATION RECOVERY (1973) KB0702 KB0702'RECOVERY NOTE BY ILLINOIS DEPARTMENT OF TRANSPORTATION 1973 KB0702'RECOVERED IN GOOD CONDITION. KB0702 KB0702 STATION RECOVERY (1975) KB0702 KB0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 KB0702'RECOVERED IN GOOD CONDITION. KB0702 KB0702 STATION RECOVERY (2000) KB0702 KB0702'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB0702'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1384 *********************************************************************** KB1384 DESIGNATION - TAYLORVILLE KB1384 PID - KB1384 KB1384 STATE/COUNTY- IL/CHRISTIAN KB1384 USGS QUAD - TAYLORVILLE (1982) KB1384 KB1384 *CURRENT SURVEY CONTROL KB1384 ___________________________________________________________________ KB1384* NAD 83(1997)- 39 33 04.72142(N) 089 16 38.79285(W) ADJUSTED KB1384* NAVD 88 - 191.3 (meters) 628. (feet) VERTCON KB1384 ___________________________________________________________________ KB1384 X - 62,103.824 (meters) COMP KB1384 Y - -4,924,311.456 (meters) COMP KB1384 Z - 4,039,799.166 (meters) COMP KB1384 LAPLACE CORR- -2.24 (seconds) DEFLEC99 KB1384 ELLIP HEIGHT- 159.26 (meters) (10/21/99) GPS OBS KB1384 GEOID HEIGHT- -32.19 (meters) GEOID99 KB1384 KB1384 HORZ ORDER - FIRST KB1384 ELLP ORDER - FOURTH CLASS I KB1384 KB1384.The horizontal coordinates were established by classical geodetic methods KB1384.and adjusted by the National Geodetic Survey in October 1999. KB1384 KB1384.The NAVD 88 height was computed by applying the VERTCON shift value to KB1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1384 KB1384.The X, Y, and Z were computed from the position and the ellipsoidal ht. KB1384 KB1384.The Laplace correction was computed from DEFLEC99 derived deflections. KB1384 KB1384.The ellipsoidal height was determined by GPS observations KB1384.and is referenced to NAD 83. KB1384 KB1384.The geoid height was determined by GEOID99. KB1384 KB1384; North East Units Scale Converg. KB1384;SPC IL W - 320,550.354 776,425.036 MT 1.00001306 +0 33 58.5 KB1384;SPC IL E - 320,609.259 218,855.015 MT 1.00005604 -0 36 04.4 KB1384;UTM 16 - 4,380,436.224 304,321.947 MT 1.00007144 -1 27 02.4 KB1384 KB1384: Primary Azimuth Mark Grid Az KB1384:SPC IL W - TAYLORVILLE AZ MK 1976 030 42 57.2 KB1384:SPC IL E - TAYLORVILLE AZ MK 1976 031 53 00.1 KB1384:UTM 16 - TAYLORVILLE AZ MK 1976 032 43 58.1 KB1384 KB1384|---------------------------------------------------------------------| KB1384| PID Reference Object Distance Geod. Az | KB1384| dddmmss.s | KB1384| KB1385 TAYLORVILLE AZ MK 1976 APPROX. 0.5 KM 0311655.7 | KB1384| KB1386 TAYLORVILLE AZ A PT 1976 APPROX. 0.5 KM 0314539.3 | KB1384| KB1374 BLUE MOUND N MUN TANK APPROX.21.1 KM 0380954.4 | KB1384| KB1373 STONINGTON MUN TANK APPROX.12.1 KM 0381658.0 | KB1384| CI8306 TAYLORVILLE RM 1 28.238 METERS 09442 | KB1384| KB1382 TAYLORVILLE S MUN TANK APPROX. 4.3 KM 2343649.2 | KB1384| KB1383 TAYLORVILLE N MUN TANK APPROX. 1.2 KM 2663246.4 | KB1384| KB1391 KINCAID ICT CO MICROWAVE APPROX.19.5 KM 2830330.0 | KB1384| KB1392 KINCAID EDISON CO STACK APPROX.19.3 KM 2832113.9 | KB1384| KB1390 KINCAID MUN TANK APPROX.12.2 KM 2880325.8 | KB1384| KB1393 EDINBURG MUN TANK APPROX.15.5 KM 3185251.7 | KB1384| CI8307 TAYLORVILLE RM 2 26.055 METERS 32822 | KB1384|---------------------------------------------------------------------| KB1384 KB1384 SUPERSEDED SURVEY CONTROL KB1384 KB1384 NAD 83(1986)- 39 33 04.73155(N) 089 16 38.77055(W) AD( ) 1 KB1384 NAD 27 - 39 33 04.56631(N) 089 16 38.44685(W) AD( ) 1 KB1384 NGVD 29 - 191.4 (m) 628. (f) GPS OBS KB1384 KB1384.Superseded values are not recommended for survey control. KB1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1384.See file dsdata.txt to determine how the superseded data were derived. KB1384 KB1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0432280436(NAD 83) KB1384_MARKER: DS = TRIANGULATION STATION DISK KB1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1384_STAMPING: TAYLORVILLE 1975 KB1384_MARK LOGO: NGS KB1384_MAGNETIC: N = NO MAGNETIC MATERIAL KB1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1384+STABILITY: SURFACE MOTION KB1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB1384+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1384 KB1384 HISTORY - Date Condition Report By KB1384 HISTORY - 1976 MONUMENTED NGS KB1384 HISTORY - 1976 GOOD NGS KB1384 HISTORY - 19901005 GOOD NGS KB1384 HISTORY - 20000803 GOOD CMT KB1384 KB1384 STATION DESCRIPTION KB1384 KB1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (LHW) KB1384'THE STATION IS IN THE SOUTHEAST CORNER OF TAYLORVILLE, 0.3 MILE KB1384'EAST OF THE NORFOLK AND WESTERN RAILROAD AND JUST SOUTH OF KB1384'STATE HIGHWAY 29. KB1384' KB1384'TO REACH FROM THE NORTHEAST CORNER OF THE TOWN SQUARE IN KB1384'TAYLORVILLE, GO NORTH ON NORTH MAIN STREET FOR 0.2 MILE TO THE KB1384'JUNCTION WITH EAST PARK STREET, (STATE HIGHWAY 29). TURN RIGHT, KB1384'GO EASTERLY ON EAST PARK STREET FOR 0.5 MILE TO WHERE THE HIGHWAY KB1384'PASSES UNDER THE RAILROAD. CONTINUE EASTERLY ON EAST PARK STREET KB1384'FOR 0.3 MILE TO A CROSSROAD AND THE STATION ON THE RIGHT ON A KB1384'TRIANGLE-SHAPED TRAFFIC ISLAND. TO REACH THE AZIMUTH MARK FROM KB1384'THE STATION, GO NORTHEAST ON THE ROAD MARKED TO STATE HIGHWAY KB1384'48 FOR 0.2 MILE TO THE INTERSECTION WITH STATE HIGHWAY 48. KB1384'TURN LEFT AND GO NORTH ON STATE HIGHWAY 48 FOR 0.2 MILE TO KB1384'THE MARK ON THE RIGHT. KB1384' KB1384'THE STATION MARKS ARE STANDARD DISKS, STAMPED TAYLORVILLE KB1384'1975. THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL KB1384'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. THE KB1384'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE THAT KB1384'IS 42 INCHES BELOW THE GROUND SURFACE. THE MARKS ARE 26 FEET KB1384'NORTH-NORTHEAST OF A POWER LINE POLE, 59 FEET NORTH OF THE KB1384'CENTER OF A PAVED ROAD, 85.5 FEET SOUTH-SOUTHEAST OF THE KB1384'INTERSECTION OF STATE HIGHWAY 29 AND A ROAD MARKED TO STATE KB1384'HIGHWAY 48. KB1384' KB1384'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED TAYLORVILLE NO 1 KB1384'1975, AND IS CEMENTED IN A DRILL HOLE ON THE WEST END OF A KB1384'CONCRETE CULVERT. THE END OF THE CULVERT PROJECTS ABOUT 9 INCHES KB1384'ABOVE THE GROUND SURFACE. THE MARK IS 20 FEET NORTHWEST OF THE KB1384'CENTER OF A PAVED ROAD AND 68 FEET SOUTHWEST OF A POWER LINE KB1384'POLE TRANSFORMER. KB1384' KB1384'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED TAYLORVILLE NO 2 KB1384'1975, AND IS CEMENTED IN A DRILL HOLE IN A CONCRETE HIGHWAY KB1384'DIVIDER IN THE MIDDLE OF A ROAD MARKED TO STATE HIGHWAY 48. IT KB1384'IS 58 FEET NORTHEAST OF THE SOUTHWEST END OF THE DIVIDER AND 83 KB1384'FEET SOUTHWEST OF THE CENTER OF HIGHWAY 29. KB1384' KB1384'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED KB1384'TAYLORVILLE AZ 1975, SET IN THE TOP OF A 12-INCH CYLINDRICAL KB1384'CONCRETE MONUMENT THAT IF FLUSH WITH THE GROUND SURFACE. IT KB1384'IS 3 FEET SOUTH OF A METAL WITNESS POST, 4 FEET NORTH OF A KB1384'POWER LINE POLE WITH 3 TRANSFORMERS ATTACHED, 46 FEET KB1384'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE BUILDING AND KB1384'61 FEET EAST OF THE CENTER OF STATE HIGHWAY 48. KB1384' KB1384'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS. KB1384 KB1384 STATION RECOVERY (1976) KB1384 KB1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 KB1384'RECOVERED IN GOOD CONDITION. KB1384 KB1384 STATION RECOVERY (1990) KB1384 KB1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 KB1384'STATION MARK RECOVERED IN GOOD CONDITION. OTHER MARKS NOT SEARCHED KB1384'FOR. STATION IS LOCATED ON THE EAST EDGE OF TAYLORVILLE, ABOUT 0.25 KB1384'KM (0.16 MI) WEST OF THE OVERPASS OF STATE HIGHWAY 29 OVER STATE KB1384'HIGHWAY 48 (NOT A JUNCTION), ON AN ELEVATED, 100-METER LONG GRASS KB1384'TRAFFIC TRIANGLE, IN NORTH CENTRAL SECTION 26, T 13 N, R 2 W. KB1384'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION. KB1384'TO REACH FROM THE JUNCTION OF MAIN AND PARK STREETS (STATE HIGHWAY 29) KB1384'AT THE NORTH END OF THE BUSINESS DISTRICT IN TAYLORVILLE, GO EAST ON KB1384'PARK STREET FOR 1.05 KM (0.65 MI) TO A RAILROAD OVERPASS. CONTINUE KB1384'EAST FOR 0.67 KM (0.42 MI) TO A PAVED CROSSROAD (ROAD TO LEFT LEADS KB1384'TO HIGHWAY 48). TURN RIGHT, SOUTHWEST, ON MAINCROSS STREET FOR 0.12 KB1384'KM (0.07 MI) TO A PAVED ROAD LEFT. TURN LEFT, NORTHEASTERLY, ON OLD KB1384'ROAD FOR 0.09 KM (0.06 MI) TO A UTILITY POLE AND THE STATION ON THE KB1384'LEFT. KB1384'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 1 CM KB1384'BELOW GROUND. IT IS 13.9 M (45.6 FT) NORTH-NORTHEAST OF THE UTILITY KB1384'POLE, 12.1 M (39.7 FT) EAST OF THE NORTH ONE OF TWO APPLE TREES, 19.4 KB1384'M (63.6 FT) SOUTHEAST OF SOUTHEAST EDGE OF MAINCROSS STREET, 18.0 M KB1384'(59.1 FT) NORTH-NORTHWEST OF THE CENTER OF THE OLD ROAD, AND 28.2 M KB1384'(92.5 FT) WEST OF REFERENCE MARK 1 IN A SMALL HEADWALL AT OLD KB1384'DRIVEWAY ENTRANCE. KB1384'NOTE- STATION IS LOCATED IN GRASSY AREA IN THE SOUTHWEST QUADRANT OF KB1384'THE INTERSECTIOPN OF STATE ROUTE 29 AND MAINCROSS STREET. KB1384 KB1384 STATION RECOVERY (2000) KB1384 KB1384'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1384'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 KB1385 *********************************************************************** KB1385 DESIGNATION - TAYLORVILLE AZ MK 1976 KB1385 PID - KB1385 KB1385 STATE/COUNTY- IL/CHRISTIAN KB1385 USGS QUAD - TAYLORVILLE (1982) KB1385 KB1385 *CURRENT SURVEY CONTROL KB1385 ___________________________________________________________________ KB1385* NAD 83(1997)- 39 33 19.57898(N) 089 16 27.13116(W) ADJUSTED KB1385* NAVD 88 - 190.1 (meters) 624. (feet) VERTCON KB1385 ___________________________________________________________________ KB1385 LAPLACE CORR- -2.21 (seconds) DEFLEC99 KB1385 GEOID HEIGHT- -32.20 (meters) GEOID99 KB1385 KB1385 HORZ ORDER - SECOND KB1385 KB1385.The horizontal coordinates were established by classical geodetic methods KB1385.and adjusted by the National Geodetic Survey in October 1999. KB1385 KB1385.The NAVD 88 height was computed by applying the VERTCON shift value to KB1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KB1385 KB1385.The Laplace correction was computed from DEFLEC99 derived deflections. KB1385 KB1385.The geoid height was determined by GEOID99. KB1385 KB1385; North East Units Scale Converg. KB1385;SPC IL W - 321,011.310 776,698.905 MT 1.00001358 +0 34 06.1 KB1385;SPC IL E - 321,064.558 219,138.230 MT 1.00005547 -0 35 57.1 KB1385;UTM 16 - 4,380,887.282 304,611.886 MT 1.00007005 -1 26 55.4 KB1385 KB1385: Primary Azimuth Mark Grid Az KB1385:SPC IL W - TAYLORVILLE 210 42 57.0 KB1385:SPC IL E - TAYLORVILLE 211 53 00.2 KB1385:UTM 16 - TAYLORVILLE 212 43 58.5 KB1385 KB1385|---------------------------------------------------------------------| KB1385| PID Reference Object Distance Geod. Az | KB1385| dddmmss.s | KB1385| KB1386 TAYLORVILLE AZ A PT 1976 6.555 METERS 07453 | KB1385| KB1384 TAYLORVILLE APPROX. 0.5 KM 2111703.1 | KB1385| KB1383 TAYLORVILLE N MUN TANK APPROX. 1.6 KM 2503813.6 | KB1385|---------------------------------------------------------------------| KB1385 KB1385 SUPERSEDED SURVEY CONTROL KB1385 KB1385 NAD 83(1986)- 39 33 19.58906(N) 089 16 27.10902(W) AD( ) 2 KB1385 NAD 27 - 39 33 19.42436(N) 089 16 26.78630(W) AD( ) 2 KB1385 NGVD 29 - 190.2 (m) 624. (f) VERT ANG KB1385 KB1385.Superseded values are not recommended for survey control. KB1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KB1385.See file dsdata.txt to determine how the superseded data were derived. KB1385 KB1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCJ0461280887(NAD 83) KB1385_MARKER: DS = TRIANGULATION STATION DISK KB1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KB1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KB1385+STABILITY: SURFACE MOTION KB1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KB1385+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2000 KB1385 KB1385 HISTORY - Date Condition Report By KB1385 HISTORY - 1975 MONUMENTED NGS KB1385 HISTORY - 20000803 GOOD CMT KB1385 KB1385 STATION DESCRIPTION KB1385 KB1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (LHW) KB1385'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOWN OF KB1385'TAYLORVILLE, 0.2 MILE NORTH ALONG STATE HIGHWAY 48 FROM WHERE KB1385'THE INTERSECTION WITH STATE HIGHWAY 48 IS MARKED BY A SIGN THAT KB1385'READS TO 48 AND ON STATE HIGHWAY RIGHT-OF-WAY PROPERTY. KB1385' KB1385'THE MARK IS A STANDARD REFERENCE MARK DISK STAMPED TAYLORVILLE KB1385'AZ 1975 SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE KB1385'MONUMENT THAT IS FLUSH WITH GROUND SURFACE. IT IS 3 FEET SOUTH KB1385'OF A METAL WITNESS POST, 4 FEET NORTH OF A POWERLINE POLE KB1385'NUMBER 5-40, WITH THREE TRANSFORMERS ATTACHED, 46 FEET KB1385'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL WHITE KB1385'BUILDING ON THE WEST EDGE OF A GOLF COURSE, AND 61 FEET EAST KB1385'OF THE CENTERLINE OF STATE HIGHWAY 48. KB1385' KB1385'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION KB1385'TAYLORVILLE, THE DISTANCE BEING 536.165 METERS, NORTHEAST OF KB1385'STATION. KB1385' KB1385'FOR THE ROUTE TO REACH THIS STATION SEE DESCRIPTION TO STATION KB1385'TAYLORVILLE. KB1385 KB1385 STATION RECOVERY (2000) KB1385 KB1385'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2000 (MEM) KB1385'RECOVERED IN GOOD CONDITION.