1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2807 *********************************************************************** JD2807 DESIGNATION - F 255 RESET JD2807 PID - JD2807 JD2807 STATE/COUNTY- MO/HENRY JD2807 USGS QUAD - HARTWELL (1981) JD2807 JD2807 *CURRENT SURVEY CONTROL JD2807 ___________________________________________________________________ JD2807* NAD 83(1986)- 38 27 50. (N) 093 59 36. (W) SCALED JD2807* NAVD 88 - 228.36 (meters) 749.2 (feet) RESET JD2807 ___________________________________________________________________ JD2807 GEOID HEIGHT- -32.31 (meters) GEOID99 JD2807 JD2807 VERT ORDER - THIRD JD2807 JD2807.The horizontal coordinates were scaled from a topographic map and have JD2807.an estimated accuracy of +/- 6 seconds. JD2807 JD2807.The orthometric height was computed from unverified reset data. JD2807.No vertical observational check was made to the station. JD2807 JD2807.The geoid height was determined by GEOID99. JD2807 JD2807; North East Units Estimated Accuracy JD2807;SPC MO W - 255,060. 894,220. MT (+/- 180 meters Scaled) JD2807 JD2807 SUPERSEDED SURVEY CONTROL JD2807 JD2807 NGVD 29 (10/29/03) 228.23 (m) 748.8 (f) RESET 3 JD2807 JD2807.Superseded values are not recommended for survey control. JD2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2807.See file dsdata.txt to determine how the superseded data were derived. JD2807 JD2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC133577(NAD 83) JD2807_MARKER: DB = BENCH MARK DISK JD2807_SETTING: 32 = HEADWALL JD2807_STAMPING: F 255 RESET 1988 JD2807_MARK LOGO: NGS JD2807_MAGNETIC: N = NO MAGNETIC MATERIAL JD2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2807+STABILITY: SURFACE MOTION JD2807 JD2807 HISTORY - Date Condition Report By JD2807 HISTORY - 1988 MONUMENTED MOHC JD2807 JD2807 STATION DESCRIPTION JD2807 JD2807'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1988 JD2807'ABOUT 0.52 MILES SOUTHEAST ALONG MISSOURI STATE HIGHWAY 7 FROM ROUTE B JD2807'AT URICH, 90 FEET SOUTH OF THE CENTERLINE MEDIAN, 229 FEET EAST OF JD2807'EXTENDED CENTERLINE OF A GRAVEL ROAD LEADING NORTH TO URICH CEMETERY JD2807'ABOUT LEVEL WITH THE HIGHWAY IN SOUTH HEADWALL, BRIDGE A-4488. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2738 *********************************************************************** JD2738 DESIGNATION - GROVE RESET JD2738 PID - JD2738 JD2738 STATE/COUNTY- MO/HENRY JD2738 USGS QUAD - HARTWELL (1981) JD2738 JD2738 *CURRENT SURVEY CONTROL JD2738 ___________________________________________________________________ JD2738* NAD 83(1997)- 38 24 15.80106(N) 093 58 34.86280(W) ADJUSTED JD2738* NAVD 88 - 272. (meters) 892. (feet) SCALED JD2738 ___________________________________________________________________ JD2738 LAPLACE CORR- -0.30 (seconds) DEFLEC99 JD2738 GEOID HEIGHT- -32.26 (meters) GEOID99 JD2738 JD2738 HORZ ORDER - SECOND JD2738 JD2738.The horizontal coordinates were established by classical geodetic methods JD2738.and adjusted by the National Geodetic Survey in February 2000. JD2738 JD2738.The orthometric height was scaled from a topographic map. JD2738 JD2738.The Laplace correction was computed from DEFLEC99 derived deflections. JD2738 JD2738.The geoid height was determined by GEOID99. JD2738 JD2738; North East Units Scale Converg. JD2738;SPC MO W - 248,464.477 895,737.146 MT 0.99996693 +0 19 31.1 JD2738;UTM 15 - 4,251,135.624 414,750.915 MT 0.99968950 -0 36 23.6 JD2738 JD2738: Primary Azimuth Mark Grid Az JD2738:SPC MO W - GROVE AZ MK 309 08 47.9 JD2738:UTM 15 - GROVE AZ MK 310 04 42.6 JD2738 JD2738|---------------------------------------------------------------------| JD2738| PID Reference Object Distance Geod. Az | JD2738| dddmmss.s | JD2738| CN6317 GROVE RM 3 26.576 METERS 04905 | JD2738| JD2724 CLINTON MO POWER SERV CO STACK APPROX.18.1 KM 0974354.0 | JD2738| JD2732 CLINTON MUNICIPAL TANK APPROX.17.9 KM 1010818.3 | JD2738| CN6318 GROVE RM 4 25.292 METERS 15748 | JD2738| CN6315 GROVE RM 1 30.961 METERS 26116 | JD2738| CN6314 GROVE AZ MK 3092819.0 | JD2738| CN6316 GROVE RM 2 27.170 METERS 32056 | JD2738|---------------------------------------------------------------------| JD2738 JD2738 SUPERSEDED SURVEY CONTROL JD2738 JD2738 NAD 83(1997)- 38 24 15.80193(N) 093 58 34.86253(W) AD( ) 2 JD2738 NAD 83(1986)- 38 24 15.80979(N) 093 58 34.86071(W) AD( ) 2 JD2738 NAD 27 - 38 24 15.74090(N) 093 58 34.07100(W) AD( ) 2 JD2738 JD2738.Superseded values are not recommended for survey control. JD2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2738.See file dsdata.txt to determine how the superseded data were derived. JD2738 JD2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC1475151136(NAD 83) JD2738_MARKER: DS = TRIANGULATION STATION DISK JD2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2738_STAMPING: GROVE 1948 JD2738_MARK LOGO: CGS JD2738_MAGNETIC: N = NO MAGNETIC MATERIAL JD2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2738+STABILITY: SURFACE MOTION JD2738 JD2738 HISTORY - Date Condition Report By JD2738 HISTORY - 1960 MONUMENTED CGS JD2738 HISTORY - 1961 GOOD LOCENG JD2738 HISTORY - 1963 GOOD CGS JD2738 HISTORY - 19831014 GOOD NGS JD2738 JD2738 STATION DESCRIPTION JD2738 JD2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (FAR) JD2738'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND JD2738'IN GOOD CONDITION EXCEPT FOR NO. 1 WHICH WAS DESTROYED BY JD2738'ROAD CONSTRUCTION. THE UNDERGROUND AND SURFACE MARKS WERE JD2738'LOWERED IN PLACE AND REFERENCE MARK NO. 3 WAS ESTABLISHED. THE JD2738'HICKORY GROVE SCHOOL HAS BEEN REMOVED AND A HOUSE OWNED BY JD2738'E.Y. BERRY OCCUPIES THE SITE. A COMPLETE DESCRIPTION FOLLOWS. JD2738' JD2738'STATION IS LOCATED ON A PROMINENT RIDGE OVERLOOKING THE GRAND JD2738'RIVER VALLEY ABOUT 11 MILES WEST OF CLINTON AND 4 MILES JD2738'SOUTHEAST OF URICH, 75.7 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST JD2738'CORNER OF MR. BERRYS HOUSE, 66.6 FEET SOUTH OF THE SOUTHEAST JD2738'CORNER OF THE SAME HOUSE, 39 FEET NORTH OF THE CENTER OF HENRY JD2738'COUNTY ROAD AB, 24.5 FEET WEST-NORTHWEST OF A POWER POLE, JD2738'20 FEET SOUTH OF THE CENTER OF DRIVEWAY TO HOUSE, AND 1 FOOT JD2738'SOUTH OF THE NORTH RIGHT-OF-WAY LINE OF THE ROAD. THE SURFACE JD2738'STATION MARK IS 2 INCHES BELOW THE SURFACE OF THE GROUND AND THE DISK JD2738'IS STAMPED GROVE 1948. JD2738' JD2738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 JD2738'AND STATE ROAD K AT THE NORTH EDGE OF URICH, GO SOUTH ON STATE JD2738'ROAD K THROUGH THE SMALL TOWN OF URICH FOR 0.6 MILE TO A CONCRETE JD2738'BRIDGE AT THE SOUTH EDGE OF TOWN. CONTINUE SOUTH ON STATE JD2738'ROAD K FOR 3.0 MILES TO THE JUNCTION OF HENRY COUNTY ROAD AB JD2738'ON THE LEFT. TURN LEFT AND GO EAST ON HENRY COUNTY ROAD AB JD2738'FOR 2.0 MILES TO A CROSSROADS AND THE AZIMUTH MARK ABOUT JD2738'100 YARDS NORTH AS DESCRIBED. CONTINUE SOUTHEAST ON HENRY JD2738'COUNTY AB FOR 0.45 MILE TO THE TOP OF A HILL, A HOUSE ON THE JD2738'LEFT AND THE STATION AS DESCRIBED. JD2738' JD2738'REFERENCE MARK NO. 2 IS 89.08 FEET NORTHWEST OF THE STATION, JD2738'24 FEET WEST OF THE SOUTHWEST CORNER OF HOUSE AND ON TANGENT JD2738'WITH THE SOUTH SIDE OF THE HOUSE, 11.6 FEET SOUTH OF THE NORTH JD2738'EDGE OF A ROCK WALL, AN 1.8 FEET NORTH OF THE NORTH EDGE OF JD2738'A CONCRETE SIDEWALK. THE MARK IS SET IN THE CONCRETE PORCH JD2738'OF THE OLD SCHOOLHOUSE, 6 INCHES BELOW THE SURFACE OF THE JD2738'GROUND, AND IS STAMPED GROVE NO 2 1948. JD2738' JD2738'REFERENCE MARK NO. 3 IS 87.30 FEET NORTHEAST OF THE STATION, JD2738'63 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND 1 FOOT JD2738'SOUTHWEST OF A FENCE. THE MARK PROJECTS 1 INCH AND THE DISK JD2738'IS STAMPED GROVE NO 3 1948. JD2738' JD2738'AZIMUTH MARK IS 0.45 MILE NORTHWEST OF THE STATION, ABOUT 250 JD2738'FEET NORTH OF THE CENTER OF HENRY COUNTY ROAD AB, 57 FEET NORTH JD2738'OF THE NORTHWEST CORNER OF A BARN, 16 FEET EAST OF THE CENTER JD2738'OF A NORTH-SOUTH ROAD, 2 FEET WEST OF A FENCE, AND 1 FOOT NORTH JD2738'OF A NEW STEEL WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE JD2738'DISK IS STAMPED GROVE 1948. JD2738 JD2738 STATION RECOVERY (1961) JD2738 JD2738'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1961 (JD) JD2738'RECOVERED BY AERIAL CONTROL GEO. JD2738' JD2738'STATION, R M 3 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION. JD2738 JD2738 STATION RECOVERY (1963) JD2738 JD2738'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS) JD2738'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 JD2738'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. JD2738'THE DIRECTION TO REFERENCE MARK NO .2 MISSED THE PREVIOUS JD2738'DIRECTION BY 5 MINUTES AND 55 SECONDS. THE DISTANCE TO REFERENCE JD2738'MARK NO. 2 MISSED THE PREVIOUS DIRECTION BY 0.24 FOOT. THE JD2738'DIRECTION TO THE AZIMUTH MARK MISSED THE PREVIOUS DIRECTION BY JD2738'7.1 SECONDS. INSUFFICIENT INFORMATION ON REFERENCE MARK NO. 3 JD2738'PREVENTED A CHECK ON THE MARK. JD2738' JD2738'REFERENCE MARK NO. 4 WAS ESTABLISHED BY THIS PARTY. JD2738' JD2738'THE FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. JD2738' JD2738'THE STATION IS 11-1/2 MILES WEST OF CLINTON, 4-1/2 MILES NORTHWEST JD2738'OF URICH, ON A PROMINENT RIDGE OVERLOOKING THE GRAND RIVER JD2738'VALLEY AND ON PROPERTY OWNED BY MRS. BERRY. JD2738' JD2738'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 7 AND JD2738'COUNTY ROUTE K ON THE NORTH EDGE OF URICH, GO SOUTH ON ROUTE K JD2738'FOR 0.9 MILE TO A BRIDGE OVER THE GRAND RIVER. CONTINUE SOUTH JD2738'ON ROUTE K FOR 1.3 MILES TO WHERE ROUTE K TURNS WESTWARD. JD2738'CONTINUE SOUTH FOR .05 MILE TO A CROSSROAD. TURN LEFT AND GO JD2738'EAST ON A GRAVEL ROAD FOR 1.2 MILES TO A SIDE ROAD ON THE RIGHT. JD2738'TURN RIGHT AND GO SOUTH ON A GRAVEL ROAD FOR 1.5 MILES TO THE JD2738'AZIMUTH MARK ON THE LEFT, EAST ON THE GRAVEL ROAD. CONTINUE JD2738'SOUTH ON THE GRAVEL ROAD FOR .05 MILE TO A CROSSROAD. TURN JD2738'LEFT AND GO EAST ON A GRAVEL ROAD FOR 0.4 MILE TO THE TOP OF A JD2738'HILL AND MRS. BERRYS HOME AND THE STATION WAS ON THE LEFT, JD2738'NORTH OF THE GRAVEL ROAD. JD2738' JD2738'THE STATION MARK, A STANDARD DISK STAMPED GROVE 1948, IS SET JD2738'IN A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT JD2738'IS 66 FEET SOUTH OF THE SOUTHEAST CORNER OF THE HOUSE, 41 FEET JD2738'NORTH OF THE CENTER OF THE GRAVEL ROAD AND 25 FEET NORTHWEST JD2738'OF A TELEPHONE POLE. THE UNDERGROUND DISK WAS NOT INSPECTED. JD2738' JD2738'REFERENCE MARK NO.2, A STANDARD DISK STAMPED GROVE NO 2 1948, JD2738'IS CEMENTED IN A DRILL HOLE IN AN OLD SIDEWALK WHICH IS 1 FOOT JD2738'BELOW THE SURFACE OF THE GROUND. IT IS 47 FEET NORTH OF THE JD2738'CENTER OF A GRAVEL DRIVEWAY, 43.5 FEET EAST OF A FENCE AND 24 JD2738'FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE. JD2738' JD2738'REFERENCE MARK NO 3, A STANDARD DISK STAMPED GROVE NO 3 1948, JD2738'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES. IT JD2738'IS 64 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 37 FEET JD2738'NORTH OF THE CENTER OF THE GRAVEL DRIVEWAY AND 1 FOOT SOUTH JD2738'OF A FENCE. JD2738' JD2738'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED GROVE NO 4 1948, JD2738'IS SET IN A SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE JD2738'GROUND. IT IS 35.5 FEET NORTH OF THE CENTER OF THE GRAVEL JD2738'ROAD, 19.5 FEET EAST OF A TRACK ROAD AND 1 FOOT WEST OF A POWER JD2738'POLE. JD2738' JD2738'AZIMUTH MARK, A STANDARD DISK STAMPED GROVE 1948, IS SET IN A JD2738'SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES. IT IS 56.5 FEET JD2738'NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 17 FEET EAST OF JD2738'THE CENTER OF THE GRAVEL ROAD, 2 FEET WEST OF A FENCE AND 1 JD2738'FOOT NORTH OF A METAL WITNESS POST. JD2738' JD2738'NOTE- REFERENCE MARKS WERE MEASURED PULLING 5 KG. TAPE TENSION. JD2738 JD2738 STATION RECOVERY (1983) JD2738 JD2738'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN) JD2738'THE SURFACE STATION MARK, RMS 3, 4 AND THE AZ MK WERE RECOVERED IN JD2738'GOOD CONDITION, RM 2 WAS FOUND BUT THE CONCRETE SLAB THE MARK WAS IN, JD2738'WAS TILTED BADLY. THE PROPERTY OWNED REQUESTED RM 2 BE REMOVED JD2738'BECAUSE HE INTENDS TO REMOVE THE OLD SCAB. THE DISK FOR THIS MARK WAS JD2738'SALVAGED. THE DISTANCE AND DIRECTION TO RM 3 AGREED WITH 1963 DATA JD2738'BUT THE DISTANCE TO RM 4 WAS 0.034 METERS (0.112 FT) SHORTER AND THE JD2738'DIRECTION WAS 5 MINUTES, 54 SECONDS SMALLER. THE AZ MK IS GROUND JD2738'VISIBLE ONLY BY TYING BACK SHRUBBRY FOR A LINE-OF-SIGHT. A NEW JD2738'DESCRIPTION FOLLOWS. THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) JD2738'W OF CLINTON, 6.5 KM (4.05 MI) SE OF URICH AND IN FROMT OF A HOUSE JD2738'OWNED BY BRYAN J SCRODER, 7516 HARRIS STREET, RAYTOWN, MISSOURI 64133. JD2738'TO REACH THE STATION FROM THE POST OFFICE IN URICH, GO S ON STATE ROAD JD2738'K FOR 3.38 KM (2.10 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO E ON A JD2738'GRAVELED ROAD FOR 2.33 KM (1.45 MI) TO A SIDE ROAD RIGHT. TURN RIGHT JD2738'AND GO S ON A GRAVELED ROAD FOR 2.41 KM (1.25 MI) TO A AZ MK ON THE JD2738'LEFT AND ACROSS THE ROAD FROM A FARM HOUSE. CONTINUE S FOR 0.08 KM JD2738'(0.05 MI) TO A PAVED CROSSROAD. TURN LEFT AND GO E ON THE PAVED ROAD JD2738'FOR 0.80 KM (0.50 MI) TO THE TOP OF A HILL AND THE STATION ON THE JD2738'LEFT, AT A HOUSE. JD2738' JD2738'THE STATION IS A STANDARD CGS DISK STAMPED---GROVE 1948---, SET INTO JD2738'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER. JD2738'RECESSED 3 INCHES (8 CM) BELOW THE GROUND. THE STATION IS LOCATED JD2738'20.15 METERS (66.11 FT) S FROM THE SE CORNER OF THE HOUSE, 12.50 JD2738'METERS (41.01 FT) N FROM THE CENTERLINE OF THE ROAD, 7.68 METERS JD2738'(25.20 FT) NW FROM A POWERLINE POLE. RM NO 3, IS A STANDARD CGS DISK JD2738'STAMPED---GROVE NO 3 1948---, SET INTO THE TOP OF A ROUND CONCRETE JD2738'MONUMENT, 12 INCHES, 30 CM, IN DIAMETER, PROJECTING 3 INCHES (8 CM) JD2738'ABOVE THE GROUND. THE STATION IS LOCATED 19.52 METERS (64.04 FT) E JD2738'FROM THE NE CORNER OF THE HOUSE, 11.3 METERS (37.1 FT) NE FROM THE JD2738'CENTERLINE OF A DRIVEWAY, 0.3 METERS (1.0 FT) S FROM A FENCE, AND 0.9 JD2738'METERS (3.0 FT) LOWER THAN THE STATION. RM NO 4, IS A STANDARD CGS JD2738'DISK STAMPED---GROVE NO 4 1948---, SET INTO THE TOP OF A SQUARE JD2738'CONCRETE MONUMENT, 12 IONCHES (30 CM) IN DIAMETER, PROJECTING 3 INCHES JD2738'(8 CM) ABOVE THE GROUND. THE STATION IS LOCATED 10.96 METERS (35.96 JD2738'FT) S FROM THE CENTERLINE OF THE ROAD, 6.1 METERS (20.0 FT) E FROM THE JD2738'CENTERLINE OF A WOODS ROAD, 0.3 METERS (1.0 FT) W FROM A POWERLINE JD2738'POLE. AZ MK NO 1, IS A STANDARD CGS DISK STAMPED---GROVE 1948---, SET JD2738'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN JD2738'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 5.49 METERS JD2738'(18.01 FT) E FROM THE CENTERLINE OF THE ROAD, 0.40 METERS (1.31 FT) W JD2738'FROM A FENCE, 0.37 METERS (1.21 FT) N FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1434 *********************************************************************** JD1434 DESIGNATION - M 119 RESET JD1434 PID - JD1434 JD1434 STATE/COUNTY- MO/HENRY JD1434 USGS QUAD - MONTROSE (1981) JD1434 JD1434 *CURRENT SURVEY CONTROL JD1434 ___________________________________________________________________ JD1434* NAD 83(1986)- 38 18 41. (N) 093 52 35. (W) SCALED JD1434* NAVD 88 - 228.12 (meters) 748.4 (feet) RESET JD1434 ___________________________________________________________________ JD1434 GEOID HEIGHT- -32.19 (meters) GEOID99 JD1434 JD1434 VERT ORDER - THIRD JD1434 JD1434.The horizontal coordinates were scaled from a topographic map and have JD1434.an estimated accuracy of +/- 6 seconds. JD1434 JD1434.The orthometric height was computed from unverified reset data. JD1434 JD1434.The geoid height was determined by GEOID99. JD1434 JD1434; North East Units Estimated Accuracy JD1434;SPC MO W - 238,200. 904,540. MT (+/- 180 meters Scaled) JD1434 JD1434 SUPERSEDED SURVEY CONTROL JD1434 JD1434.No superseded survey control is available for this station. JD1434 JD1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC233407(NAD 83) JD1434_MARKER: DB = BENCH MARK DISK JD1434_SETTING: 30 = CONCRETE BASE JD1434_STAMPING: M 119 RESET 1952 JD1434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD1434 JD1434 HISTORY - Date Condition Report By JD1434 HISTORY - 1952 MONUMENTED MKTRR JD1434 HISTORY - 1954 GOOD NGS JD1434 JD1434 STATION DESCRIPTION JD1434 JD1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954 JD1434'AT LADUE. JD1434'AT LADUE, HENRY COUNTY, AT THE MISSOURI-KANSAS-TEXAS RAILROAD JD1434'STATION, 15 FEET EAST OF THE CENTERLINE OF THE MAIN TRACK, 5 JD1434'FEET NORTH OF THE SOUTH LINE OF THE STATION, 1 FOOT WEST OF THE JD1434'WEST LINE, AND IN THE SOUTHEAST CORNER OF THE CONCRETE BASE OF JD1434'THE TRAIN-ORDER SIGNAL. STANDARD DISK, STAMPED M 119 RESET 1952. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2199 *********************************************************************** JD2199 DESIGNATION - N 310 RESET JD2199 PID - JD2199 JD2199 STATE/COUNTY- MO/HENRY JD2199 USGS QUAD - LEETON (1981) JD2199 JD2199 *CURRENT SURVEY CONTROL JD2199 ___________________________________________________________________ JD2199* NAD 83(1986)- 38 31 00. (N) 093 41 51. (W) SCALED JD2199* NAVD 88 - 263.10 (meters) 863.2 (feet) RESET JD2199 ___________________________________________________________________ JD2199 GEOID HEIGHT- -32.44 (meters) GEOID99 JD2199 JD2199 VERT ORDER - THIRD JD2199 JD2199.The horizontal coordinates were scaled from a topographic map and have JD2199.an estimated accuracy of +/- 6 seconds. JD2199 JD2199.The orthometric height was computed from unverified reset data. JD2199 JD2199.The geoid height was determined by GEOID99. JD2199 JD2199; North East Units Estimated Accuracy JD2199;SPC MO W - 261,100. 919,990. MT (+/- 180 meters Scaled) JD2199 JD2199 SUPERSEDED SURVEY CONTROL JD2199 JD2199.No superseded survey control is available for this station. JD2199 JD2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC391633(NAD 83) JD2199_MARKER: DB = BENCH MARK DISK JD2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2199_STAMPING: N 310 RESET 1964 JD2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2199+STABILITY: SURFACE MOTION JD2199 JD2199 HISTORY - Date Condition Report By JD2199 HISTORY - 1964 MONUMENTED LOCENG JD2199 JD2199 STATION DESCRIPTION JD2199 JD2199'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964 JD2199'0.5 MI S FROM SHAWNEE MOUND. JD2199'DESCRIPTION OF ORIGINAL MARK ABOUT 0.5 MILES SOUTH ALONG STATE JD2199'HIGHWAY 13 FROM THE ELEMENTARY SCHOOL AT SHAWNEE MOUND, THENCE JD2199'1.5 MILES EAST ALONG PAVED STATE ROAD CC, THENCE 2.6 MILES JD2199'SOUTHEAST ALONG A GRAVELED COUNTY ROAD, OR 2.9 MILES NORTHWEST JD2199'ALONG PAVED STATE ROAD J FROM THE JUNCTION OF STATE HIGHWAY 52 JD2199'AT CALHOUN, THENCE 3.3 MILES WEST ALONG A GRAVELED ROAD, THENCE JD2199'1.5 MILES NORTH ALONG A GRAVELED ROAD, IN S 8, R 25 W, T 43 N, JD2199'37 FEET NORTHWEST OF THE CENTER OF THE T-JUNCTION OF A JD2199'NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 22 JD2199'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2.5 FEET JD2199'NORTHWEST OF A FENCE CORNER, 1.5 FEET SOUTH OF A METAL WITNESS JD2199'POST, ABOUT LEVEL WITH THE ROAD LEADING WEST, AND SET IN THE TOP JD2199'OF A CONCRETE POST PROJECTING 0.5 FOOT. NOTE-- THIS MARK IS 64 JD2199'FEET SOUTH OF ORIGINAL BENCH MARK ON SOUTHWEST SIDE OF THE ROAD JD2199'AND SET IN CONCRETE. USE WITH CAUTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1543 *********************************************************************** JD1543 DESIGNATION - T 35 RESET JD1543 PID - JD1543 JD1543 STATE/COUNTY- MO/HENRY JD1543 USGS QUAD - NINNESCAH PARK (1991) JD1543 JD1543 *CURRENT SURVEY CONTROL JD1543 ___________________________________________________________________ JD1543* NAD 83(1986)- 38 14 06. (N) 093 31 50. (W) SCALED JD1543* NAVD 88 - 274.71 (meters) 901.3 (feet) RESET JD1543 ___________________________________________________________________ JD1543 GEOID HEIGHT- -32.09 (meters) GEOID99 JD1543 JD1543 VERT ORDER - THIRD JD1543 JD1543.The horizontal coordinates were scaled from a topographic map and have JD1543.an estimated accuracy of +/- 6 seconds. JD1543 JD1543.The orthometric height was computed from unverified reset data. JD1543 JD1543.The geoid height was determined by GEOID99. JD1543 JD1543; North East Units Estimated Accuracy JD1543;SPC MO W - 229,980. 934,870. MT (+/- 180 meters Scaled) JD1543 JD1543 SUPERSEDED SURVEY CONTROL JD1543 JD1543 NGVD 29 (??/??/??) 274.58 (m) 900.9 (f) RESET 3 JD1543 JD1543.Superseded values are not recommended for survey control. JD1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1543.See file dsdata.txt to determine how the superseded data were derived. JD1543 JD1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC535320(NAD 83) JD1543_MARKER: DB = BENCH MARK DISK JD1543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1543_STAMPING: T 35 1934 JD1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1543+STABILITY: SURFACE MOTION JD1543 JD1543 HISTORY - Date Condition Report By JD1543 HISTORY - 1956 MONUMENTED CGS JD1543 HISTORY - 1956 GOOD NGS JD1543 JD1543 STATION DESCRIPTION JD1543 JD1543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 JD1543'0.3 MI E FROM FINEY. JD1543'0.3 MILE EAST ALONG THE DEEPWATER-WARSAW ROAD OR COUNTY ROAD JD1543'Z FROM THE CHURCH AND CEMETERY AT FINEY, 60 YARDS EAST OF THE JD1543'EAST END OF A MEADOW ON THE NORTH SIDE OF THE ROAD, 40 FEET JD1543'SOUTH OF THE CENTER OF COUNTY ROAD Z, JUST WEST OF A METAL JD1543'CULVERT, AND 2 FEET EAST OF A WITNESS POST. A STANDARD DISK, JD1543'STAMPED T 35 1934 RESET 1956 AND SET IN THE TOP OF A CONCRETE JD1543'POST PROJECTING 8 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1633 *********************************************************************** JD1633 DESIGNATION - U 306 RESET JD1633 PID - JD1633 JD1633 STATE/COUNTY- MO/HENRY JD1633 USGS QUAD - CLINTON NORTH (1981) JD1633 JD1633 *CURRENT SURVEY CONTROL JD1633 ___________________________________________________________________ JD1633* NAD 83(1986)- 38 26 14. (N) 093 45 14. (W) SCALED JD1633* NAVD 88 - 262.04 (meters) 859.7 (feet) RESET JD1633 ___________________________________________________________________ JD1633 GEOID HEIGHT- -32.31 (meters) GEOID99 JD1633 JD1633 VERT ORDER - THIRD JD1633 JD1633.The horizontal coordinates were scaled from a topographic map and have JD1633.an estimated accuracy of +/- 6 seconds. JD1633 JD1633.The orthometric height was computed from unverified reset data. JD1633 JD1633.The geoid height was determined by GEOID99. JD1633 JD1633; North East Units Estimated Accuracy JD1633;SPC MO W - 252,240. 915,140. MT (+/- 180 meters Scaled) JD1633 JD1633 SUPERSEDED SURVEY CONTROL JD1633 JD1633.No superseded survey control is available for this station. JD1633 JD1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC342545(NAD 83) JD1633_MARKER: DB = BENCH MARK DISK JD1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1633_STAMPING: U 306 RESET 1965 JD1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1633+STABILITY: SURFACE MOTION JD1633 JD1633 HISTORY - Date Condition Report By JD1633 HISTORY - 1965 MONUMENTED CGS JD1633 JD1633 STATION DESCRIPTION JD1633 JD1633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JD1633'2.4 MI S FROM QUARLES. JD1633'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE QUARLES JD1633'BAPTIST CHURCH AT QUARLES, IN SECTION 13, R 26 W, T 42 N, 250 JD1633'FEET NORTHWEST OF MR. J.B. ALLENS FARM HOUSE, 100 FEET NORTH JD1633'OF THE CENTER OF A DRIVEWAY, 77 FEET EAST OF THE CENTER LINE JD1633'OF STATE HIGHWAY 13, 45 FEET SOUTH OF A POWERLINE POLE WITH A JD1633'SMALL TRANSFORMER, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT JD1633'WEST OF A CORNER FENCE POST, AND SET IN THE TOP OF A ROUND JD1633'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1547 *********************************************************************** JD1547 DESIGNATION - W 35 RESET JD1547 PID - JD1547 JD1547 STATE/COUNTY- MO/HENRY JD1547 USGS QUAD - NINNESCAH PARK (1991) JD1547 JD1547 *CURRENT SURVEY CONTROL JD1547 ___________________________________________________________________ JD1547* NAD 83(1986)- 38 13 00. (N) 093 36 53. (W) SCALED JD1547* NAVD 88 - 261.10 (meters) 856.6 (feet) RESET JD1547 ___________________________________________________________________ JD1547 GEOID HEIGHT- -32.07 (meters) GEOID99 JD1547 JD1547 VERT ORDER - THIRD JD1547 JD1547.The horizontal coordinates were scaled from a topographic map and have JD1547.an estimated accuracy of +/- 6 seconds. JD1547 JD1547.The orthometric height was computed from unverified reset data. JD1547 JD1547.The geoid height was determined by GEOID99. JD1547 JD1547; North East Units Estimated Accuracy JD1547;SPC MO W - 227,870. 927,520. MT (+/- 180 meters Scaled) JD1547 JD1547 SUPERSEDED SURVEY CONTROL JD1547 JD1547 NGVD 29 (10/29/03) 260.98 (m) 856.2 (f) RESET 3 JD1547 JD1547.Superseded values are not recommended for survey control. JD1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD1547.See file dsdata.txt to determine how the superseded data were derived. JD1547 JD1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC461300(NAD 83) JD1547_MARKER: DB = BENCH MARK DISK JD1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1547_STAMPING: W 35 1934 RESET 1956 JD1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1547+STABILITY: SURFACE MOTION JD1547 JD1547 HISTORY - Date Condition Report By JD1547 HISTORY - 1956 MONUMENTED CGS JD1547 JD1547 STATION DESCRIPTION JD1547 JD1547'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 JD1547'1.3 MI E FROM MT ZION. JD1547'1.3 MILES EAST ALONG THE DEEPWATER-WARSAW ROAD OR COUNTY ROAD JD1547'Z, FROM THE ROAD INTERSECTION AT MT. ZION, AT A DOUBLE HEDGEROW JD1547'WITH A FENCE BETWEEN THE HEDGEROWS MEETING THE ROAD FROM THE JD1547'SOUTH, 31 FEET SOUTH OF THE CENTER OF COUNTY ROAD Z, 5 FEET JD1547'SOUTH-SOUTHWEST OF A FENCE CORNER, 3 FEET SOUTH OF A POWER POLE, JD1547'AND 1.0 FOOT WEST OF A FENCE. A STANDARD DISK, STAMPED W 35 JD1547'1934 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST PROJECTING JD1547'6 INCHES ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1777 *********************************************************************** JD1777 DESIGNATION - Y 307 RESET JD1777 PID - JD1777 JD1777 STATE/COUNTY- MO/HENRY JD1777 USGS QUAD - CALHOUN WEST (1981) JD1777 JD1777 *CURRENT SURVEY CONTROL JD1777 ___________________________________________________________________ JD1777* NAD 83(1986)- 38 29 14. (N) 093 40 09. (W) SCALED JD1777* NAVD 88 - 247.37 (meters) 811.6 (feet) RESET JD1777 ___________________________________________________________________ JD1777 GEOID HEIGHT- -32.41 (meters) GEOID99 JD1777 JD1777 VERT ORDER - THIRD JD1777 JD1777.The horizontal coordinates were scaled from a topographic map and have JD1777.an estimated accuracy of +/- 6 seconds. JD1777 JD1777.The orthometric height was computed from unverified reset data. JD1777 JD1777.The geoid height was determined by GEOID99. JD1777 JD1777; North East Units Estimated Accuracy JD1777;SPC MO W - 257,860. 922,490. MT (+/- 180 meters Scaled) JD1777 JD1777 SUPERSEDED SURVEY CONTROL JD1777 JD1777.No superseded survey control is available for this station. JD1777 JD1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC416600(NAD 83) JD1777_MARKER: DB = BENCH MARK DISK JD1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1777_STAMPING: Y 307 RESET 1965 JD1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1777+STABILITY: SURFACE MOTION JD1777 JD1777 HISTORY - Date Condition Report By JD1777 HISTORY - 1965 MONUMENTED CGS JD1777 JD1777 STATION DESCRIPTION JD1777 JD1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 JD1777'4 MI NW FROM CALHOUN. JD1777'FROM JUNCTION OF STATE HIGHWAY 52 AND COUNTY ROUTE AC, (0.85 JD1777'MILE NORTHEAST OF LEWIS AND 4 MILES SOUTHWEST CALHOUN) GO NORTH, JD1777'WEST AND NORTH ON COUNTY ROUTE AC FOR 3.65 MILES TO FORKS AT END JD1777'OF ROUTE AC, TAKE RIGHT FORK AND GO NORTHEAST AND NORTH FOR 1.05 JD1777'MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST, SOUTH AND EAST JD1777'FOR 2.05 MILES TO MARK ON RIGHT, 22 FEET SOUTH OF CENTERLINE OF JD1777'ROAD, 5 FEET EAST OF FENCE CORNER AT HALF-SECTION LINE AND 1.5 JD1777'FEET WEST OF A METAL WITNESS POST. A STANDARD DISK, STAMPED Y JD1777'307 RESET 1965 AND SET IN THE TOP OF A CONCRETE POST PROJECTING JD1777'3 INCHES.