1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0849 *********************************************************************** KD0849 DESIGNATION - A 78 RESET KD0849 PID - KD0849 KD0849 STATE/COUNTY- MO/LIVINGSTON KD0849 USGS QUAD - CHILLICOTHE (1984) KD0849 KD0849 *CURRENT SURVEY CONTROL KD0849 ___________________________________________________________________ KD0849* NAD 83(1986)- 39 46 31. (N) 093 30 48. (W) SCALED KD0849* NAVD 88 - 227.71 (meters) 747.1 (feet) RESET KD0849 ___________________________________________________________________ KD0849 GEOID HEIGHT- -32.51 (meters) GEOID99 KD0849 KD0849 VERT ORDER - THIRD KD0849 KD0849.The horizontal coordinates were scaled from a topographic map and have KD0849.an estimated accuracy of +/- 6 seconds. KD0849 KD0849.The orthometric height was computed from unverified reset data. KD0849 KD0849.The geoid height was determined by GEOID99. KD0849 KD0849; North East Units Estimated Accuracy KD0849;SPC MO C - 437,990. 413,190. MT (+/- 180 meters Scaled) KD0849 KD0849 SUPERSEDED SURVEY CONTROL KD0849 KD0849.No superseded survey control is available for this station. KD0849 KD0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE560029(NAD 83) KD0849_MARKER: DB = BENCH MARK DISK KD0849_SETTING: 36 = OVERPASS KD0849_STAMPING: A 78 RESET 1966 KD0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD0849 KD0849 HISTORY - Date Condition Report By KD0849 HISTORY - 1966 MONUMENTED CGS KD0849 KD0849 STATION DESCRIPTION KD0849 KD0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 KD0849'2.3 MI SE FROM CHILLICOTHE. KD0849'ABOUT 2.3 MILES SOUTHEAST ALONG THE NORFOLK AND WESTERN (FORMERLY KD0849'WABASH) RAILROAD FROM THE STATION AT CHILLICOTHE, AT AN OVERPASS KD0849'OVER U.S. HIGHWAY 36, AT THE NORTHWEST CORNER OF THE OVERPASS KD0849'AND SET FLUSH WITH THE TOP OF THE ABUTMENT. THE MARK IS ABOUT KD0849'18 INCHES HIGHER THAN THE TRACK AND THE DISK IS STAMPED A 78 KD0849'RESET 1966. NOTE-- THIS LOCATION IS ABOUT 50 YARDS NORTHEAST KD0849'OF THE ORIGINAL SITE OF THE BENCH MARK BUT THE OVERPASS WAS TO BE KD0849'REMOVED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1293 *********************************************************************** KD1293 DESIGNATION - MOUND RESET KD1293 PID - KD1293 KD1293 STATE/COUNTY- MO/LIVINGSTON KD1293 USGS QUAD - UTICA EAST (1984) KD1293 KD1293 *CURRENT SURVEY CONTROL KD1293 ___________________________________________________________________ KD1293* NAD 83(1997)- 39 37 41.09246(N) 093 33 29.95013(W) ADJUSTED KD1293* NAVD 88 - 302. (meters) 991. (feet) SCALED KD1293 ___________________________________________________________________ KD1293 LAPLACE CORR- 0.63 (seconds) DEFLEC99 KD1293 GEOID HEIGHT- -32.60 (meters) GEOID99 KD1293 KD1293 HORZ ORDER - SECOND KD1293 KD1293.The horizontal coordinates were established by classical geodetic methods KD1293.and adjusted by the National Geodetic Survey in February 2000. KD1293 KD1293.The orthometric height was scaled from a topographic map. KD1293 KD1293.The Laplace correction was computed from DEFLEC99 derived deflections. KD1293 KD1293.The geoid height was determined by GEOID99. KD1293 KD1293; North East Units Scale Converg. KD1293;SPC MO C - 421,691.881 409,142.708 MT 1.00003493 -0 40 30.2 KD1293;UTM 15 - 4,386,628.104 452,084.325 MT 0.99962827 -0 21 22.0 KD1293 KD1293: Primary Azimuth Mark Grid Az KD1293:SPC MO C - MOUND AZ MK 357 39 23.7 KD1293:UTM 15 - MOUND AZ MK 357 20 15.5 KD1293 KD1293|---------------------------------------------------------------------| KD1293| PID Reference Object Distance Geod. Az | KD1293| dddmmss.s | KD1293| CK6990 MOUND RM 1 38.359 METERS 22458 | KD1293| CK6991 MOUND RM 2 31.068 METERS 30314 | KD1293| CK6989 MOUND AZ MK 3565853.5 | KD1293|---------------------------------------------------------------------| KD1293 KD1293 SUPERSEDED SURVEY CONTROL KD1293 KD1293 NAD 83(1997)- 39 37 41.09441(N) 093 33 29.95240(W) AD( ) 2 KD1293 NAD 83(1997)- 39 37 41.09516(N) 093 33 29.95519(W) AD( ) 2 KD1293 NAD 83(1986)- 39 37 41.09637(N) 093 33 29.95450(W) AD( ) 2 KD1293 NAD 27 - 39 37 41.02580(N) 093 33 29.18830(W) AD( ) 2 KD1293 KD1293.Superseded values are not recommended for survey control. KD1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1293.See file dsdata.txt to determine how the superseded data were derived. KD1293 KD1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5208486628(NAD 83) KD1293_MARKER: DH = HORIZONTAL CONTROL DISK KD1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1293_STAMPING: MOUND 1948 1984 KD1293_MARK LOGO: NGS KD1293_MAGNETIC: N = NO MAGNETIC MATERIAL KD1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1293+STABILITY: SURFACE MOTION KD1293 KD1293 HISTORY - Date Condition Report By KD1293 HISTORY - 1984 MONUMENTED NGS KD1293 KD1293 STATION DESCRIPTION KD1293 KD1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) KD1293'THE SURFACE STATION MARK WAS FOUND TILTED OUT OF POSITION. RM 1 WAS KD1293'NOT FOUND AND ACCORDING TO THE PROPERTY OWNER WAS DESTROYED WHEN A KD1293'WATER LINE WAS BUILT. RM 2 WAS FOUND DESTROYED. THE UNDERGROUND KD1293'STATION MARK AND THE AZ MK WERE FOUND IN GOOD CONDITION. THE OLD KD1293'SURFACE MARK WAS REMOVED AND A NEW MARK SET DIRECTLY OVER THE KD1293'UNDERGROUND MARK AND AT APPROXIMATELY THE SAME ELEVATION AS THE KD1293'ORIGINAL MARK. RM 3 AND 4 WERE ALSO ESTABLISHED. A COMPLETE, NEW KD1293'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) S KD1293'OF CHILLICOTHE, 6 MI (9.7 KM) S OF THE INTERSECTION OF U.S HWY 65 AND KD1293'STATE ROAD Z, IN THE SE ANGLE OF STATE ROAD Z AND A GRVELED ROAD KD1293'LEADING E AT BLUE MOUND AND ON PROPERTY OWNED BY JAMES PORTER, DAWN, KD1293'MISOURI 64638. TO REACH THE STATION FROM THE COURTHOUSE IN KD1293'CHILLICOTHE, GO S ON U.S HWY 65 FOR 6.1 MI (9.8 KM) TO WHERE THE HWY KD1293'CURVES SE AND STATE ROAD Z CONTINUES STRAIGHT AHEAD AND S. CONTINUE S KD1293'ON ROAD Z FOR 5.35 MI (8.61 KM) TO THE ENTRANCE ROAD TO THE BLUE MOUND KD1293'CEMETERY AND THE AZ MK ON THE RIGHT. CONTINUE S ON ROAD Z FOR 0.5 MI KD1293'(0.8 KM) TO A SIDE ROAD ON THE LEFT AND THE STATION ON THE LEFT, AT KD1293'JAMES PARTERS HOUSE. THE STATION IS A STANDARD NGS DISK KD1293'STAMPED---MOUND 1948 1984---, SET INTO THE TOP OF A ROUND CONCRETE KD1293'MONUMENT, 14 INCHES (35.6 CM) IN DIAMETER, FLUSH WITH GROUND. THE KD1293'STATION IS LOCATED 52.0 FT (15.8 M) E FROM THE CENTERLINE OF ROAD Z, KD1293'36.0 FT (11.0 M) S FROM THE CENTERLINE OF THE GRAVELED ROAD, 25.70 FT KD1293'(7.83 M) SE FROM A POWERLINE POLE, 33.85 FT (10.32 M) NW FROM THE NE KD1293'CORNER OF THE HOUSE, 22.55 FT (6.87 M) N FROM THE NW CORNER OF THE KD1293'HOUSE. RM NO 03, IS A STANDARD NGS DISK STAMPED---MOUND 1948 NO 3 KD1293'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES, (30 KD1293'CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 37.0 FT KD1293'(11.3 M) NW FROM THE NW CORNER OF THE HOUSE, 30.5 FT (9.3 M) E FROM KD1293'THE CENTERLINE OF ROAD Z, 27.0 FT (8.2 M) S FROM THE CENTERLINE OF THE KD1293'GRAVELED ROAD, 5.4 FT (1.6 M) NE FROM A POWERLINE POLE, AND 1.0 FT KD1293'(0.3 M) HIGHER THAN THE STATION. RM NO 04, IS A STANDARD NGS DISK KD1293'STAMPED---MOUND 1948 NO 4 1984---, SET INTO THE TOP OF A ROUND KD1293'CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. KD1293'THE STATION IS LOCATED 76.0 FT (23.2 M) E FROM THE CENTERLINE OF ROAD KD1293'Z, 36.6 FT (11.2 M) N FROM THE NE CORNER OF THE HOUSE, 22.5 FT (6.9 M) KD1293'S FROM THE CENTERLINE OF THE GRAVELED ROAD, AND 1.0 FT (0.3 M) LOWER KD1293'THAN THE STATION. AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---MOUND KD1293'1948---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 KD1293'CM) IN DIAMETER, PROJECTING 03 INCHES, 7.6 CM, ABOVE THE GROUND. THE KD1293'STATION IS LOCATED 24.7 FT (7.5 M) SE FROM THE S BRICK PILLAR AT THE KD1293'CEMETERY ENTRANCE ROAD, 36.0 FT (11.0 M) W FROM THE CENTERLINE OF ROAD KD1293'Z, 22.5 FT (6.9 M) S FROM THE ROAD LEADING TO THE CEMETERY, 1.2 FT KD1293'(0.4 M) S FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1292 *********************************************************************** KD1292 DESIGNATION - SWAIN RESET KD1292 PID - KD1292 KD1292 STATE/COUNTY- MO/LIVINGSTON KD1292 USGS QUAD - UTICA EAST (1984) KD1292 KD1292 *CURRENT SURVEY CONTROL KD1292 ___________________________________________________________________ KD1292* NAD 83(1997)- 39 42 32.15291(N) 093 33 18.66836(W) ADJUSTED KD1292* NAVD 88 - 240. (meters) 787. (feet) SCALED KD1292 ___________________________________________________________________ KD1292 LAPLACE CORR- 0.90 (seconds) DEFLEC99 KD1292 GEOID HEIGHT- -32.59 (meters) GEOID99 KD1292 KD1292 HORZ ORDER - SECOND KD1292 KD1292.The horizontal coordinates were established by classical geodetic methods KD1292.and adjusted by the National Geodetic Survey in February 2000. KD1292 KD1292.The orthometric height was scaled from a topographic map. KD1292 KD1292.The Laplace correction was computed from DEFLEC99 derived deflections. KD1292 KD1292.The geoid height was determined by GEOID99. KD1292 KD1292; North East Units Scale Converg. KD1292;SPC MO C - 430,665.052 409,517.293 MT 1.00003409 -0 40 27.1 KD1292;UTM 15 - 4,395,599.574 452,408.779 MT 0.99962788 -0 21 16.9 KD1292 KD1292: Primary Azimuth Mark Grid Az KD1292:SPC MO C - SWAIN AZ MK 137 40 12.4 KD1292:UTM 15 - SWAIN AZ MK 137 21 02.2 KD1292 KD1292|---------------------------------------------------------------------| KD1292| PID Reference Object Distance Geod. Az | KD1292| dddmmss.s | KD1292| KD1181 KANSAS CITY CHICAGO AWY BN 7 APPROX. 9.4 KM 0324622.8 | KD1292| KD1173 KANSAS CITY CHICAGO AWY BN 6 APPROX. 8.4 KM 1312025.4 | KD1292| CL9952 SWAIN AZ MK 1365945.3 | KD1292| CL9953 SWAIN RM 1 19.748 METERS 15050 | KD1292| CL9955 SWAIN RM 3 39.594 METERS 17842 | KD1292| CL9956 SWAIN RM 4 30.953 METERS 22935 | KD1292| CL9954 SWAIN RM 2 23.919 METERS 24844 | KD1292|---------------------------------------------------------------------| KD1292 KD1292 SUPERSEDED SURVEY CONTROL KD1292 KD1292 NAD 83(1997)- 39 42 32.15318(N) 093 33 18.66995(W) AD( ) 2 KD1292 NAD 83(1997)- 39 42 32.15666(N) 093 33 18.67429(W) AD( ) 2 KD1292 NAD 83(1986)- 39 42 32.15835(N) 093 33 18.67355(W) AD( ) 2 KD1292 NAD 27 - 39 42 32.09590(N) 093 33 17.90320(W) AD( ) 2 KD1292 KD1292.Superseded values are not recommended for survey control. KD1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1292.See file dsdata.txt to determine how the superseded data were derived. KD1292 KD1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5240995600(NAD 83) KD1292_MARKER: DS = TRIANGULATION STATION DISK KD1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1292_STAMPING: SWAIN 1948 1966 KD1292_MARK LOGO: CGS KD1292_MAGNETIC: N = NO MAGNETIC MATERIAL KD1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1292+STABILITY: SURFACE MOTION KD1292 KD1292 HISTORY - Date Condition Report By KD1292 HISTORY - 1966 MONUMENTED CGS KD1292 HISTORY - 1974 GOOD NGS KD1292 HISTORY - 19840524 GOOD NGS KD1292 KD1292 STATION DESCRIPTION KD1292 KD1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB) KD1292'THE STATION MARK WAS FOUND RESET ABOUT 50 FEET SOUTH OF ITS KD1292'ORIGINAL POSITION BUT THE UNDERGROUND MARK WAS RECOVERED KD1292'ABOUT 1 FOOT BELOW THE GROUND SURFACE AT ITS ORIGINAL POSITION. KD1292'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT THE KD1292'REFERENCE MARKS HAD BEEN DESTROYED BY ROAD CONSTRUCTION. KD1292'THE TOP HAD BEEN BROKEN OFF ON R.M. NO. 2 AND THE DISTANCE KD1292'FROM THE CENTER OF THE CONCRETE MONUMENT TO THE UNDERGROUND KD1292'MARK WAS FOUND TO BE 78.45 FEET. THE UNDERGROUND MARK WAS KD1292'LOWERED VERTICALLY AND A NEW SURFACE MARK WAS SET. TWO NEW KD1292'REFERENCE MARKS WERE ALSO ESTABLISHED. KD1292' KD1292'TO REACH FROM CHILLICOTHE, FROM THE CENTER OF THE JUNCTION KD1292'OF U.S. HIGHWAYS 36 AND 65 AT THE SOUTH EDGE OF TOWN, GO KD1292'SOUTH ON U.S. 65 FOR 4.5 MILES TO FORKS AT JUNCTION WITH KD1292'COUNTY ROUTE Z AND STATION IN CENTER OF FORKS. KD1292' KD1292'THE STATION IS 71 FEET WEST OF THE CENTERLINE OF U.S. 65, KD1292'37 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE Z, 3.5 FEET KD1292'SOUTH-SOUTHWEST OF A POWERLINE POLE AND IS ON LINE WITH THE KD1292'NORTH SIDE OF THE OLD SCHOOL BUILDING. THE MARK PROJECTS KD1292'3 INCHES AND THE DISK IS STAMPED SWAIN 1948 1966. KD1292' KD1292'R.M. NO. 3 IS 39.5 FEET EAST OF THE CENTERLINE OF COUNTY ROUTE Z, KD1292'24.5 FEET NORTH OF A POWERLINE POLE WITH TRANSFORMER AND 2 FEET KD1292'NORTH OF AN IRON RIGHT OF WAY STAKE. MARK PROJECTS 3 INCHES KD1292'AND DISK IS STAMPED SWAIN NO 3 1948 1966. KD1292' KD1292'R.M. NO. 4 IS 49 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER KD1292'OF THE OLD SCHOOL BUILDING, 40.5 FEET WEST OF THE CENTERLINE KD1292'OF COUNTY ROUTE Z, 6 FEET NORTH OF A CORNER POST AND 2 FEET KD1292'NORTH OF A TELEPHONE POLE. THE MARK IS FLUSH AND THE DISK IS KD1292'STAMPED SWAIN NO 4 1948 1966. KD1292' KD1292'THE AZIMUTH MARK IS 37.5 FEET SOUTHWEST OF THE CENTERLINE KD1292'OF U.S. 65 AND 24 FEET NORTH-NORTHWEST OF AN IRON RIGHT-OF-WAY KD1292'POST. THE MARK IS FLUSH AND THE DISK IS STAMPED SWAIN 1948. KD1292 KD1292 STATION RECOVERY (1974) KD1292 KD1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) KD1292'THIS STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED BY E.R. BROWN IN KD1292'1966 AND ALL MARKS ARE IN GOOD CONDITION. A METAL WITNESS POST WAS KD1292'SET AT THE AZIMUTH MARK. KD1292' KD1292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES SOUTH KD1292'OF CHILLICOTHE. KD1292 KD1292 STATION RECOVERY (1984) KD1292 KD1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) KD1292'ALL MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED KD1292'IN 1966. THE DISTANCES AND DIRECTIONS TO THE RMS AGREED WITH 1966 KD1292'DATA. DUE TO HWY CHANGES, A NEW DESCRIPTION FOLLOWS. THE STATION IS KD1292'LOCATED ABOUT 6 MI (9.7 KM) S OF CHILLICOTHE, AT THE INTERSECTION OF KD1292'U.S HWY 65 AND STATE ROAD Z AND ON ROAD RIGHT-OF-WAY. TO REACH THE KD1292'STATION FROM THE COURTHOUSE IN CHILLICOTHE, GO S ON WASHINGTON STREET KD1292'AND U.S HWY 65 FOR 6.1 MI (9.8 KM) TO WHERE THE HWY CURVES LEFT AND SE KD1292'AND ROAD Z CONTINUES STRAIGHT AHEAD, S, AND THE STATION IN THE V KD1292'SHAPED GRASSY AREA BETWEEN THE HWYS AND ACROSS THE ROAD FROM AN OLD KD1292'SCHOOLHOUSE WHICH NOW HOUSES THE LIBERTY 4-H CLUB. KD1292' KD1292'THE STATION IS A STANDARD CGS DISK STAMPED---SWAIN 1948 1966---, SET KD1292'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10 INCHES (29 CM) IN KD1292'DIAMETER, PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND. THE STATION KD1292'IS LOCATED 71.0 FT (21.6 M) W FROM THE CENTERLINE OF HWY 65, 37.0 FT KD1292'(11.3 M) E FROM THE CENTERLINE OF ROAD Z, 3.5 FT (1.1 M) SSW FROM A KD1292'POWERLINE POLE, 2.5 FT (0.8 M) N FROM A WITNESS POST. RM NO 03, IS A KD1292'STANDARD CGS DISK STAMPED---SWAIN 1948 NO 3 1966---, SET INTO THE TOP KD1292'OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, KD1292'PROJECTING 02 INCHES, 5.0 CM, ABOVE THE GROUND. THE STATION IS KD1292'LOCATED 39.5 FT (12.0 M) E FROM THE CENTERLINE OF ROAD Z, 24.5 FT (7.5 KD1292'M) N FROM A POWERLINE POLE, 2.0 FT (0.6 M) N FROM A RIGHT-OF-WAY KD1292'MARKER BLADE, AND 1.5 FT (0.5 M) LOWER THAN THE STATION. RM NO 04, IS KD1292'A STANDARD CGS DISK STAMPED---SWAIN 1948 NO 4 1966---, SET INTO THE KD1292'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) PROJECTING 03 KD1292'INCHES, 7.6 CM, ABOVE THE GROUND. THE STATION IS LOCATED 49.0 FT KD1292'(14.9 M) SSE FROM THE SE CORNER OF THE 4-H CLUB BUILDING, 40.5 FT KD1292'(12.3 M) E FROM THE CENTERLINE OF ROAD Z, 6.1 FT (1.9 M) N FROM A KD1292'FENCE CORNER POST AND A RIGHT-OF-WAY MARKER BLADE, AND 3.0 FT (0.9 M) KD1292'HIGHER THAN THE STATION. AZ MK NO 01, IS A STANDARD CGS DISK KD1292'STAMPED---SWAIN 1948---, SET INTO THE TOP OF A SQUARE CONCRETE KD1292'MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. THE KD1292'STATION IS LOCATED 38.0 FT (11.6 M) SW FROM THE CENTERLINE OF THE HWY, KD1292'24.2 FT (7.4 M) N FROM A RIGHT-OF-WAY MARKER POST, 1.3 FT (0.4 M) NE KD1292'FROM A WITNESS POST. TO REACH THE AZ MK FROM THE STATION, GO SE ON KD1292'HWY 65 FOR 0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT.