1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2800 *********************************************************************** JD2800 DESIGNATION - D 187 RESET JD2800 PID - JD2800 JD2800 STATE/COUNTY- MO/MONITEAU JD2800 USGS QUAD - CALIFORNIA NORTH (1985) JD2800 JD2800 *CURRENT SURVEY CONTROL JD2800 ___________________________________________________________________ JD2800* NAD 83(1986)- 38 37 48. (N) 092 34 17. (W) SCALED JD2800* NAVD 88 - 270.18 (meters) 886.4 (feet) RESET JD2800 ___________________________________________________________________ JD2800 GEOID HEIGHT- -32.49 (meters) GEOID99 JD2800 JD2800 VERT ORDER - THIRD JD2800 JD2800.The horizontal coordinates were scaled from a topographic map and have JD2800.an estimated accuracy of +/- 6 seconds. JD2800 JD2800.The orthometric height was computed from unverified reset data. JD2800.No vertical observational check was made to the station. JD2800 JD2800.The geoid height was determined by GEOID99. JD2800 JD2800; North East Units Estimated Accuracy JD2800;SPC MO C - 310,360. 493,780. MT (+/- 180 meters Scaled) JD2800 JD2800 SUPERSEDED SURVEY CONTROL JD2800 JD2800 NGVD 29 (10/29/03) 270.09 (m) 886.1 (f) RESET 3 JD2800 JD2800.Superseded values are not recommended for survey control. JD2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2800.See file dsdata.txt to determine how the superseded data were derived. JD2800 JD2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC373758(NAD 83) JD2800_MARKER: DB = BENCH MARK DISK JD2800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2800_STAMPING: D 187 RESET 1986 JD2800_MARK LOGO: NGS JD2800_MAGNETIC: N = NO MAGNETIC MATERIAL JD2800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2800+STABILITY: SURFACE MOTION JD2800 JD2800 HISTORY - Date Condition Report By JD2800 HISTORY - 1986 MONUMENTED NGS JD2800 JD2800 STATION DESCRIPTION JD2800 JD2800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JD2800'0.05 MI (0.08 KM) WEST ALONG WEST PATRICK STREET, FROM THE JD2800'INTERSECTION WITH SOUTH MILL STREET, AT THE SOUTHEAST CORNER OF THE JD2800'ST PAULS LUTHERAN CEMETERY, IN THE SOUTHWEST CORNER OF THE LAWN OF JD2800'THE CATHOLIC CHURCH RECTORY AT 414 WEST PATRICK STREET, 61.0 FT JD2800'(18.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RECTORY HOUSE, JD2800'27.8 FT (8.5 M) SOUTHWEST FROM THE SOUTHWEST CORNER OF A 2-CAR JD2800'GARAGE, 22.5 FT (6.9 M) NORTH FROM THE CENTERLINE OF WEST PATRICK JD2800'STREET, 13.5 FT (4.1 M) EAST FROM THE CENTERLINE OF A PAVED LANE JD2800'ALONG THE EAST SIDE OF THE LUTHERAN CEMETERY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0332 *********************************************************************** JD0332 DESIGNATION - K 291 RESET JD0332 PID - JD0332 JD0332 STATE/COUNTY- MO/MONITEAU JD0332 USGS QUAD - CALIFORNIA NORTH (1985) JD0332 JD0332 *CURRENT SURVEY CONTROL JD0332 ___________________________________________________________________ JD0332* NAD 83(1986)- 38 37 44. (N) 092 33 53. (W) SCALED JD0332* NAVD 88 - 271.41 (meters) 890.5 (feet) RESET JD0332 ___________________________________________________________________ JD0332 GEOID HEIGHT- -32.49 (meters) GEOID99 JD0332 JD0332 VERT ORDER - THIRD JD0332 JD0332.The horizontal coordinates were scaled from a topographic map and have JD0332.an estimated accuracy of +/- 6 seconds. JD0332 JD0332.The orthometric height was computed from unverified reset data. JD0332 JD0332.The geoid height was determined by GEOID99. JD0332 JD0332; North East Units Estimated Accuracy JD0332;SPC MO C - 310,240. 494,370. MT (+/- 180 meters Scaled) JD0332 JD0332 SUPERSEDED SURVEY CONTROL JD0332 JD0332.No superseded survey control is available for this station. JD0332 JD0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC378756(NAD 83) JD0332_MARKER: DB = BENCH MARK DISK JD0332_SETTING: 30 = SIGNAL FOUNDATION JD0332_STAMPING: K 291 RESET 1964 JD0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0332 JD0332 HISTORY - Date Condition Report By JD0332 HISTORY - 1964 MONUMENTED MOHC JD0332 JD0332 STATION DESCRIPTION JD0332 JD0332'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1964 JD0332'AT CALIFORNIA. JD0332'AT CALIFORNIA, 0.05 MILES EAST OF THE MISSOURI PACIFIC RAILROAD JD0332'STATION AT A ROAD CROSSING, SET IN THE TOP OF A RAILROAD CROSSING JD0332'SIGNAL FOUNDATION LOCATED AT THE NORTH WEST CORNER OF THE JD0332'INTERSECTION OF THE MISSOURI PACIFIC RAILROAD TRACKS AND SOUTH JD0332'EAST STREET. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2621 *********************************************************************** JD2621 DESIGNATION - MARTIN JD2621 PID - JD2621 JD2621 STATE/COUNTY- MO/MONITEAU JD2621 USGS QUAD - CLARKSBURG (1985) JD2621 JD2621 *CURRENT SURVEY CONTROL JD2621 ___________________________________________________________________ JD2621* NAD 83(1997)- 38 40 23.66810(N) 092 42 07.93786(W) ADJUSTED JD2621* NAVD 88 - 288. (meters) 945. (feet) SCALED JD2621 ___________________________________________________________________ JD2621 LAPLACE CORR- 0.29 (seconds) DEFLEC99 JD2621 GEOID HEIGHT- -32.58 (meters) GEOID99 JD2621 JD2621 HORZ ORDER - THIRD JD2621 JD2621.The horizontal coordinates were established by classical geodetic methods JD2621.and adjusted by the National Geodetic Survey in February 2000. JD2621 JD2621.The orthometric height was scaled from a topographic map. JD2621 JD2621.The Laplace correction was computed from DEFLEC99 derived deflections. JD2621 JD2621.The geoid height was determined by GEOID99. JD2621 JD2621; North East Units Scale Converg. JD2621;SPC MO C - 315,178.339 482,404.597 MT 0.99993714 -0 07 34.9 JD2621;UTM 15 - 4,280,558.886 525,904.804 MT 0.99960826 +0 11 09.9 JD2621 JD2621: Primary Azimuth Mark Grid Az JD2621:SPC MO C - MARTIN AZ MK 2 092 44 51.6 JD2621:UTM 15 - MARTIN AZ MK 2 092 26 06.8 JD2621 JD2621|---------------------------------------------------------------------| JD2621| PID Reference Object Distance Geod. Az | JD2621| dddmmss.s | JD2621| CN7387 MARTIN RM 1 25.691 METERS 00722 | JD2621| CN7386 MARTIN AZ MK 2 0923716.7 | JD2621| CN7385 MARTIN AZ MK 0954331.3 | JD2621| CN7388 MARTIN RM 2 22.085 METERS 25400 | JD2621| JD2626 TIPTON MUNICIPAL TANK APPROX. 7.0 KM 2560343.5 | JD2621|---------------------------------------------------------------------| JD2621 JD2621 SUPERSEDED SURVEY CONTROL JD2621 JD2621 NAD 83(1986)- 38 40 23.67887(N) 092 42 07.94010(W) AD( ) 3 JD2621 NAD 27 - 38 40 23.59078(N) 092 42 07.23602(W) AD( ) 3 JD2621 JD2621.Superseded values are not recommended for survey control. JD2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2621.See file dsdata.txt to determine how the superseded data were derived. JD2621 JD2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC2590580559(NAD 83) JD2621_MARKER: DS = TRIANGULATION STATION DISK JD2621_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE JD2621_STAMPING: MARTIN 1963 JD2621_MARK LOGO: CGS JD2621_MAGNETIC: N = NO MAGNETIC MATERIAL JD2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD2621 JD2621 HISTORY - Date Condition Report By JD2621 HISTORY - 1963 MONUMENTED CGS JD2621 HISTORY - 1972 GOOD NGS JD2621 HISTORY - 19841022 GOOD NGS JD2621 JD2621 STATION DESCRIPTION JD2621 JD2621'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF) JD2621'STATION IS LOCATED ABOUT 2.0 MILES NORTHWEST OF CLARKSBURG, JD2621'IN THE APPROXIMATE CENTER OF SECTION 8, T 45 N, R 16 W AND IT JD2621'ON PROPERTY OWNED BY GOLDEN MARTIN WHOSE HOME IS ABOUT 1/2 JD2621'MILE EAST-SOUTHEAST OF THE STATION. JD2621' JD2621'TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG, JD2621'GO WEST AND NORTH ON COUNTY ROUTE M FOR 0.35 MILE TO A GRAVEL JD2621'SIDE ROAD TO THE LEFT, TURN LEFT AND GO NORTHWESTERLY ON A JD2621'GRAVEL ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE LEFT AS JD2621'DESCRIBED BELOW, CONTINUE NORTHERLY ON THE MAIN GRAVEL ROAD JD2621'FOR 0.15 MILE TO WHERE THE GRAVEL ROAD MAKES A SHARP TURN TO JD2621'THE WEST, TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 0.35 JD2621'MILES TO A SIDE ROAD TO THE LEFT, TURN LEFT AND GO SOUTH ON A JD2621'PRIVATE DRIVEWAY FOR 0.1 MILE TO AN UNUSED FARM HOME AND JD2621'STATION AS DESCRIBED. JD2621' JD2621'STATION MARK IS 60.5 FEET NORTH-NORTHEAST OF THE NORTHEAST JD2621'CORNER OF A FARM HOUSE, 25.4 FEET NORTH OF A FENCE AND 10.7 JD2621'FEET WEST OF A METAL WITNESS POST. IT IS A STANDARD DISK JD2621'CEMENTED IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT JD2621'IS 12-INCHES BELOW THE GROUND SURFACE. IT IS STAMPED- MARTIN JD2621'1963. JD2621' JD2621'RM 1 IS 1.0 FOOT WEST OF A WIRE FENCE LINE. IT IS STAMPED- JD2621'MARTIN NO 1 1963 AND PROJECTS 4 INCHES. JD2621' JD2621'RM 2 IS 38 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM JD2621'HOUSE, 30.2 FEET WEST OF THE CENTER OF A BOARD GATE AND JD2621'1 FOOT NORTH OF THE NORTHWEST FENCE CORNER. IT IS A STANDARD JD2621'DISK STAMPED- MARTIN NO 2 1963 AND PROJECTS 4 INCHES. JD2621' JD2621'AZIMUTH MARK IS 17.5 FEET WEST OF THE CENTER OF A GRAVEL JD2621'ROAD, 3.9 FEET SOUTH OF A POWER LINE POLE, 1.6 FEET EAST OF JD2621'A FENCE LINE AND 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS JD2621'POST. IT IS STAMPED- MARTIN 1963 AND PROJECTS 4 INCHES. JD2621' JD2621'RM 1 AND 2 AND THE AZIMUTH MARK ARE STANDARD DISKS CEMENTED JD2621'IN THE TOPS OF CONCRETE CYLINDERS 12-INCHES IN DIAMETER. JD2621 JD2621 STATION RECOVERY (1972) JD2621 JD2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) JD2621'ALL THE MARKS WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY JD2621'DESCRIBED. THE DESCRIPTION OF THE ROUTE TO REACH THE STATION JD2621'IS ADEQUATE. DUE TO LAND SCAPING IN THE AREA THE AZIMUTH MARK JD2621'WAS DUG OUT AND RESET IN ANOTHER LOCATION. THE DIRECTIONS JD2621'TO THE MARKS WERE VERIFIED. THE DISTANCES TO THE REFERENCE JD2621'MARKS WERE NOT CHECKED THIS DATE. JD2621' JD2621'FOLLOWING IS A DESCRIPTION FOR THE AZIMUTH MARK. JD2621' JD2621'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MARTIN 1963 1972, JD2621'SET IN THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT JD2621'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 20 FEET EAST OF JD2621'THE CENTER OF THE GRAVELED ROAD, 3.5 FEET SOUTH OF A FENCE POST JD2621'THAT IS BRACED FROM THE NORTH AND 1.8 FEET NORTH OF A METAL JD2621'WITNESS POST. JD2621' JD2621'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON JD2621'THE DRIVEWAY FOR 0.1 MILE TO THE GRAVELED ROAD. TURN RIGHT JD2621'AND GO EAST AND SOUTH ON THE GRAVELED ROAD FOR 0.35 MILE JD2621'TO THE AZIMUTH MARK ON THE LEFT. JD2621' JD2621'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES JD2621'NORTHWEST OF CLARKSBURG. JD2621 JD2621 STATION RECOVERY (1984) JD2621 JD2621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD2621'THE RECESSED STATION MARK, RM 2 AND THE AZ MK WERE RECOVERED IN GOOD JD2621'CONDITION. RM 1 WAS FOUND WITH THE DISK MISSING. SINCE THE MONUMENT JD2621'WAS SOLID, THE OLD STEM WAS REMOVED AND RM 3 WAS SET INTO THE JD2621'RESULTING HOLE. THE DISTANCE TO RM 2 WAS 0.034 METER (0.112 FT) JD2621'LONGER THAN THE 1963 DISTANCE, WHILE THE DIRECTION WAS 2 MINUTES, 9 JD2621'SECONDS SMALLER THAN THE 1972 DIRECTION. THE DISTANCE TO THE MARK WAS JD2621'NOT MEASURED IN 1972. A CHECK ANGLE WAS OBTAINED TO A DISTANT JD2621'LANDMARK, THEREFORE, THE UNDERGROUND MARK WAS NOT INSPECTED. DUE TO JD2621'THE ABOVE AND ROAD CHANGES, A NEW DESCRIPTION FOLLOWS. THE STATION IS JD2621'LOCATED ABOUT 4 MI (6.4 KM) NE OF TIPTON, 2 MI (3.2 KM) NW OF JD2621'CLARKSBURG, IN THE APPROXIMATE CENTER OF SEC 8, T45N, R 16W AND ON JD2621'PROPETY OWNED BY GOLDEN MARTIN, ROUTE 1, BX 60, CLARKSBURG, MISSOURI JD2621'65025. TO REACH THE STATION FROM THE POST OFFICE IN CLARKSBURG, GO W JD2621'ON STATE ROAD H FOR 0.3 MI (0.5 KM) TO WHERE THE ROAD TURNS RIGHT. JD2621'CONTINUE N ON ROAD H FOR 0.05 MI (0.08 KM) TO A GRAVELED CROSSROAD. JD2621'TURN LEFT AN GO W ON THE GRAVELED ROAD FOR 1.4 MI (2.3 KM) TO A CURVE JD2621'RIGHT AND N. CONTINUE N FOR 0.15 MI (0.24 KM) TO THE AZ MK ON THE JD2621'RIGHT. CONTINUE N FOR 0.15 MI (0.24 KM) TO A CURVE, LEFT AND W. JD2621'CONTINUE W ON THE GRAVELED ROAD FOR 0.3 MI (0.5 KM) TO A GATE ON THE JD2621'LEFT. TURN LEFT, PASS THROUGH THE GATE, AND GO S, ACROSS A FIELD JD2621'ALONG THE W SIDE OF A FENCE, FOR 0.6 MI (1.0 KM) TO AN OLD, ABANDONED JD2621'HOUSE AND THE STATION. JD2621' JD2621'THE STATION IS A STANDARD CGS DISK STAMPED---MARTIN 1963---, SET INTO JD2621'THE TOP OF AN IRREGULAR MASS OF CONCRETE, 15 INCHES (38.1 CM) IN JD2621'DIAMETER, RECESSED 15 INCHES (38 CM) BELOW THE GROUND. THE STATION IS JD2621'LOCATED 60.5 FT (18.4 M) NNE FROM THE NE CORNER OF THE OLD HOUSE, 25.4 JD2621'FT (7.7 M) N FROM AN E/W FENCE, 10.7 FT (3.3 M) W FROM A N/S FENCE AND JD2621'A WITNESS POST. RM NO 02, IS A STANDARD CGS DISK STAMPED---MARTIN NO JD2621'2 1963---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES JD2621'(30 CM) IN DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE GROUND. JD2621'THE STATION IS LOCATED 38.0 FT (11.6 M) NW FROM THE NW CORNER OF THE JD2621'OLD HOUSE, 1.0 FT (0.3 M) N FROM THE NW CORNER OF A FENCE AROUND THE JD2621'HOUSE, 1.0 FT (0.3 M) S FROM A WITNESS POST. RM NO 03, IS A STANDARD JD2621'NGS DISK STAMPED---MARTIN 1963 NO 3 1984---, SET INTO THE TOP OF A JD2621'ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING JD2621'06 INCHES (15 CM) ABOVE THE GROUND. THE STATION IS LOCATED 109.5 FT JD2621'(33.4 M) N FROM AN E-W FENCE, 1.0 FT (0.3 M) W FROM A N/S FENCE, 0.5 JD2621'FT (15.2 CM) E FROM A WITNESS POST, AND 1.5 FT (0.5 M) HIGHER THAN THE JD2621'STATION. AZ MK NO 02, IS A STANDARD CGS DISK STAMPED---MARTIN 1963 JD2621'1972---, SET INTO THE TOP OF A ROUND CONCRETE MONUEMENT, 12.0 INCHES, JD2621'30.0 CM IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 20.5 JD2621'FT (6.2 M) E FROM THE CENTERLINE OF THE ROAD, 3.5 FT (1.1 M) S FROM A JD2621'BRACED, WOODEN FENCE POST, 1.8 FT (0.5 M) N FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2494 *********************************************************************** JD2494 DESIGNATION - MCGIRK RESET JD2494 PID - JD2494 JD2494 STATE/COUNTY- MO/MONITEAU JD2494 USGS QUAD - RUSSELLVILLE (1969) JD2494 JD2494 *CURRENT SURVEY CONTROL JD2494 ___________________________________________________________________ JD2494* NAD 83(1997)- 38 36 52.32977(N) 092 27 25.84419(W) ADJUSTED JD2494* NAVD 88 - 277. (meters) 909. (feet) SCALED JD2494 ___________________________________________________________________ JD2494 LAPLACE CORR- 1.00 (seconds) DEFLEC99 JD2494 GEOID HEIGHT- -32.41 (meters) GEOID99 JD2494 JD2494 HORZ ORDER - THIRD JD2494 JD2494.The horizontal coordinates were established by classical geodetic methods JD2494.and adjusted by the National Geodetic Survey in February 2000. JD2494 JD2494.The orthometric height was scaled from a topographic map. JD2494 JD2494.The Laplace correction was computed from DEFLEC99 derived deflections. JD2494 JD2494.The geoid height was determined by GEOID99. JD2494 JD2494; North East Units Scale Converg. JD2494;SPC MO C - 308,643.466 503,729.228 MT 0.99993350 +0 01 36.2 JD2494;UTM 15 - 4,274,142.359 547,257.950 MT 0.99962750 +0 20 19.6 JD2494 JD2494: Primary Azimuth Mark Grid Az JD2494:SPC MO C - MCGIRK AZ MK 269 29 04.9 JD2494:UTM 15 - MCGIRK AZ MK 269 10 21.5 JD2494 JD2494|---------------------------------------------------------------------| JD2494| PID Reference Object Distance Geod. Az | JD2494| dddmmss.s | JD2494| CN7409 MCGIRK RM 1 22.973 METERS 00821 | JD2494| CN7408 MCGIRK AZ MK 2693041.1 | JD2494| CN7410 MCGIRK RM 2 13.892 METERS 27449 | JD2494| JD2613 CALIFORNIA MUNICIPAL TANK APPROX. 9.8 KM 2795042.6 | JD2494|---------------------------------------------------------------------| JD2494 JD2494 SUPERSEDED SURVEY CONTROL JD2494 JD2494 NAD 83(1986)- 38 36 52.34137(N) 092 27 25.84770(W) AD( ) 3 JD2494 NAD 27 - 38 36 52.24970(N) 092 27 25.17790(W) AD( ) 3 JD2494 JD2494.Superseded values are not recommended for survey control. JD2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2494.See file dsdata.txt to determine how the superseded data were derived. JD2494 JD2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC4725874142(NAD 83) JD2494_MARKER: DH = HORIZONTAL CONTROL DISK JD2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2494_STAMPING: MCGIRK 1949 1984 JD2494_MARK LOGO: NGS JD2494_MAGNETIC: N = NO MAGNETIC MATERIAL JD2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2494+STABILITY: SURFACE MOTION JD2494 JD2494 HISTORY - Date Condition Report By JD2494 HISTORY - 1984 MONUMENTED NGS JD2494 JD2494 STATION DESCRIPTION JD2494 JD2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD2494'THE SURFACE STATION MARK WAS FOUND PROJECTING 18 INCHES AND LOOSE IN JD2494'THE GROUND. RM 1 WAS FOUND DESTROYED. RM 2, THE AZ MK AND THE JD2494'UNDERGROUND STATION MARK WERE ALL FOUND IN GOOD CONDITION. SINCE THE JD2494'UNDERGROUND MARK WAS ONLY 18 INCHES BELOW THE GROUND SURFACE, THE JD2494'HORIZONTAL POSITION WAS HELD AND THE ORIGINAL UNDERGROUND MARK JD2494'REMOVED. A NEW UNDERGROUND MARK WAS THEN SET 42 INCHES BELOW THE JD2494'GROUND SURFACE AND THEN A NEW SURFACE MARK WAS SET DIRECTLY OVER THE JD2494'NEW UNDERGROUND MARK. THE NEW SURFACE MARK IS 15 INCHES LOWER THAN JD2494'THE ORIGINAL MARK. RM 3 WAS ALSO ESTABLISHED. THE DISTANCE TO RM 2 JD2494'WAS 0.069 METER (0.226 FT) SHORTER THAN 1949 DATA AND THE DIRECTION TO JD2494'THE MARK WAS 6 MINUTES LARGER. NO DISTANT LANDMARKS WERE GROUND JD2494'VISIBLE. DUE TO THE ABOVE, NOTED CHANGES, A NEW DESCRIPTION FOLLOWS. JD2494'THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) E OF MCGIRK, AT THE JD2494'JUNCTION OF U.S HWY 50 AND A GRAVELED ROAD LEADING S, AND ON ROAD JD2494'RIGHT-OF-WAY. TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD PP JD2494'AND U.S HWY 50, AT THE E EDGE OF MCGIRK, GO E ON HWY 50 FOR 0.5 MI JD2494'(0.8 KM) TO THE AZ MK ON THE LEFT. CONTINUE E ON THE HWY FOR 0.3 MI JD2494'(0.5 KM) TO A GRAVELED SIDE ROAD AND THE STATION ON THE RIGHT. JD2494' JD2494' JD2494'THE STATION IS A STANDARD NGS DISK STAMPED---MCGIRK 1949 1984---, SET JD2494'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN JD2494'DIAMETER, RECESSED 02 INCHES (5 CM) BELOW THE GROUND. THE STATION IS JD2494'LOCATED 37.0 FT (11.3 M) S FROM THE CENTERLINE OF THE HYW, 24.0 FT JD2494'(7.3 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD, 5.0 FT (1.5 M) NW JD2494'FROM A FENCE CORNER, 3.5 FT (1.1 M) NE FROM A WITNESS POST. RM NO 2 JD2494'IS A STANDARD CGS DISK STAMPED---MCGIRK NO 2 1949---, SET INTO THE TOP JD2494'OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, JD2494'PROJECTING 04 INCHES (10 CM) ABOVE THE GROUND. THE STATION IS LOCATED JD2494'67.0 FT (20.4 M) W FROM THE CENTERLINE OF THE GRAVELED ROAD, 39 FT JD2494'(11.9 M) S FROM THE CENTERLINE OF THE HWY, 1.5 FT (0.5 M) N FROM THE S JD2494'RIGHT-OF-WAY FENCE, 1.5 FT (0.5 M) E FROM A WITNESS POST. R M NO 03, JD2494'IS A STANDARD NGS DISK STAMPED---MCGIRK 1949 NO 3 1984---, CEMENTED JD2494'INTO A DRILLED HOLE INTO THE N END OF THE E HEADWALL OF A CONCRETE JD2494'CULVERT UNDER THE GRAVELED ROAD. THE STATION IS LOCATED 21.0 FT (6.4 JD2494'M) S FROM THE CENTERLINE OF THE HWY, 12.5 FT (3.8 M) E FROM THE JD2494'CENTERLINE OF THE GRAVELED ROAD, AND 3.0 FT (0.9 M) LOWER THAN THE JD2494'STATION. AZ MK NO 01, IS A STANDARD CGS DISK STAMPED---MCGIRK JD2494'1949---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12.0 INCHES JD2494'(30 CM) IN DIAMETER, PROJECTNG, 06 INCHES, (15 CM) ABOVE THE GROUND. JD2494'THE STATION IS LOCATED 41.0 FT (12.5 M) S FROM THE S RAIL OF A JD2494'RAILROAD TRACK, 32.0 FT (9.8 M) N FROM THE CENTERLINE OF THE HWY, 14.0 JD2494'FT (4.3 M) SE FROM A TELEPHONE LINE POLE, 1.0 FT (0.3 M) W FROM A JD2494'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2620 *********************************************************************** JD2620 DESIGNATION - STOCK JD2620 PID - JD2620 JD2620 STATE/COUNTY- MO/MONITEAU JD2620 USGS QUAD - CALIFORNIA NORTH (1985) JD2620 JD2620 *CURRENT SURVEY CONTROL JD2620 ___________________________________________________________________ JD2620* NAD 83(1997)- 38 38 22.88460(N) 092 37 23.25065(W) ADJUSTED JD2620* NAVD 88 - 278. (meters) 912. (feet) SCALED JD2620 ___________________________________________________________________ JD2620 LAPLACE CORR- 0.80 (seconds) DEFLEC99 JD2620 GEOID HEIGHT- -32.52 (meters) GEOID99 JD2620 JD2620 HORZ ORDER - THIRD JD2620 JD2620.The horizontal coordinates were established by classical geodetic methods JD2620.and adjusted by the National Geodetic Survey in February 2000. JD2620 JD2620.The orthometric height was scaled from a topographic map. JD2620 JD2620.The Laplace correction was computed from DEFLEC99 derived deflections. JD2620 JD2620.The geoid height was determined by GEOID99. JD2620 JD2620; North East Units Scale Converg. JD2620;SPC MO C - 311,441.920 489,280.938 MT 0.99993475 -0 04 36.8 JD2620;UTM 15 - 4,276,861.208 532,799.168 MT 0.99961325 +0 14 07.2 JD2620 JD2620: Primary Azimuth Mark Grid Az JD2620:SPC MO C - STOCK AZ MK 136 07 35.6 JD2620:UTM 15 - STOCK AZ MK 135 48 51.6 JD2620 JD2620|---------------------------------------------------------------------| JD2620| PID Reference Object Distance Geod. Az | JD2620| dddmmss.s | JD2620| CN7190 STOCK RM 3 23.622 METERS 00027 | JD2620| JD2615 CALIFORNIA MONITEAU CO CTHSE APPROX. 5.1 KM 0935342.5 | JD2620| JD2614 CALIFORNIA EVAN REFORMED CH APPROX. 5.0 KM 0983450.2 | JD2620| JD2617 CHRISTIAN RM 3 APPROX. 6.7 KM 1011108.0 | JD2620| JD2613 CALIFORNIA MUNICIPAL TANK APPROX. 5.0 KM 1030756.0 | JD2620| CN7187 STOCK AZ MK 1360258.8 | JD2620| CN7188 STOCK RM 1 19.800 METERS 21700 | JD2620| JD2627 TIPTON ST ANDREWS CATH CHURCH APPROX.13.8 KM 2763955.6 | JD2620| JD2626 TIPTON MUNICIPAL TANK APPROX.13.8 KM 2783212.8 | JD2620| CN7189 STOCK RM 2 17.258 METERS 32620 | JD2620|---------------------------------------------------------------------| JD2620 JD2620 SUPERSEDED SURVEY CONTROL JD2620 JD2620 NAD 83(1986)- 38 38 22.89558(N) 092 37 23.25287(W) AD( ) 3 JD2620 NAD 27 - 38 38 22.80394(N) 092 37 22.54623(W) AD( ) 3 JD2620 JD2620.Superseded values are not recommended for survey control. JD2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2620.See file dsdata.txt to determine how the superseded data were derived. JD2620 JD2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3279976861(NAD 83) JD2620_MARKER: DS = TRIANGULATION STATION DISK JD2620_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE JD2620_STAMPING: STOCK 1949 JD2620_MARK LOGO: CGS JD2620_MAGNETIC: N = NO MAGNETIC MATERIAL JD2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2620+STABILITY: SURFACE MOTION JD2620 JD2620 HISTORY - Date Condition Report By JD2620 HISTORY - 1949 MONUMENTED CGS JD2620 HISTORY - 1963 GOOD CGS JD2620 HISTORY - 19841026 GOOD NGS JD2620 JD2620 STATION DESCRIPTION JD2620 JD2620'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW) JD2620'THE STATION IS LOCATED ABOUT 3.5 MILES WEST-NORTHWEST OF JD2620'CALIFORNIA AND 0.2 MILE NORTH OF U.S. HIGHWAY 50. IT IS 31 FEET JD2620'SOUTH-SOUTHEAST OF A CEDAR TREE WITH A TRIANGLE BLAZE, 20 FEET JD2620'EAST OF THE CENTERLINE OF THE ROAD AND 6 FEET EAST OF THE FENCE. JD2620'THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK JD2620'IS STAMPED STOCK 1949. JD2620' JD2620'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, 13 FET WEST OF JD2620'THE CENTERLINE OF THE ROAD AND 0.6 FEET EAST OF THE FENCE. JD2620'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED STOCK NO JD2620'1 1949. JD2620' JD2620'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 14 FEET WEST JD2620'OF THE CENTERLINE OF THE ROAD AND 0.6 FEET EAST OF THE FENCE. JD2620'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED STOCK NO 2 JD2620'1949. JD2620' JD2620'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTHEAST OF THE STATION, 29.5 JD2620'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 5 FEET WEST OF A JD2620'POWERLINE POLE AND 0.6 FEET SOUTH OF THE FENCE. THE MARK JD2620'PROJECTS 6 INCHES AND THE DISK IS STAMPED STOCK 1949. JD2620' JD2620'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND STATE JD2620'HIGHWAY 87, IN THE SOUTH EDGE OF CALIFORNIA, GO WEST ON HIGHWAY JD2620'50 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE JD2620'WEST 0.2 MILE TO A CROSSROAD, TURN RIGHT (NORTH) 0.2 MILE TO THE JD2620'STATION ON THE RIGHT AS DESCRIBED. JD2620' JD2620'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS. JD2620 JD2620 STATION RECOVERY (1963) JD2620 JD2620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF) JD2620'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK WERE RECOVERED JD2620'AS DESCRIBED AND FOUND TO BE IN GOOD CONDITION. REFERENCE MARK 2 JD2620'WAS RECOVERED AS DESCRIBED, HOWEVER AT THE REQUEST OF THE JD2620'PROPERTY OWNER REFERENCE MARK 2 WAS DESTROYED AND REFERENCE MARK JD2620'3 WAS ESTABLISHED AS DESCRIBED BELOW. STATION MARK WAS RESET JD2620'AT THIS DATE TO A DEPTH OF 12 INCHES BELOW THE GROUND SURFACE. JD2620'A COMPLETE DESCRIPTION FOLLOWS. JD2620' JD2620'STATION IS LOCATED ABOUT 3.5 MILES WEST-NORTHWEST OF CALIFORNIA, JD2620'0.2 MILES NORTH OF U.S. HIGHWAY 50 AND ABOUT 300 FEET EAST OF A JD2620'MODERN RANCH HOME OWNED BY MR. CHARLEY W. STOCK. IT IS IN THE JD2620'SOUTHEAST 1/4 OF SECTION 24, T 45 N, R 16 W. JD2620' JD2620'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND JD2620'STATE HIGHWAY 87 IN THE SOUTH EDGE OF CALIFORNIA, GO WEST ON JD2620'U.S. HIGHWAY 50 FOR 3.1 MILES TO THE AZIMUTH MARK ON THE RIGHT, JD2620'CONTINUE WEST ON U.S. HIGHWAY 50 FOR 0.2 MILES TO A CROSSROAD, JD2620'TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.2 MILES TO MR. JD2620'CHARLEY W. STOCKS RANCH HOME ON THE LEFT AND THE STATION ON THE JD2620'RIGHT AS DESCRIBED. JD2620' JD2620'STATION MARK IS 20.1 FEET EAST OF THE CENTER OF A GRAVEL ROAD JD2620'AND 3.9 FEET EAST OF A METAL WITNESS POST AND FENCE LINE. IT JD2620'IS STAMPED- STOCK 1949 AND IT IS SET 12-INCHES BELOW THE JD2620'GROUND SURFACE. IT IS A STANDARD DISK CEMENTED IN THE TOP OF A JD2620'CONCRETE CYLINDER THAT IS 12 INCHES IN DIAMETER. JD2620' JD2620'RM 1 IS 24.6 FEET SOUTH OF A TELEPHONE POLE AND A FENCE CORNER, JD2620'14.0 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 1.0 FOOT JD2620'EAST OF A NORTH-SOUTH FENCE LINE. IT IS A STANDARD DISK CEMENTED JD2620'IN THE TOP OF A SQUARE CONCRETE POST. IT IS STAMPED- STOCK NO 1 JD2620'1949 AND PROJECTS 5 INCHES. JD2620' JD2620'RM 3 IS 58.4 FEET SOUTH OF A NORTHWEST FENCE CORNER, 17.0 FEET JD2620'EAST OF THE CENTER OF A GRAVELED ROAD AND 1-1/2 FEET EAST OF A JD2620'NORTH-SOUTH FENCE LINE. IT IS STAMPED- STOCK NO 3 1963 AND JD2620'PROJECTS 1 INCH. IT IS A STANDARD DISK CEMENTED IN THE TOP OF A JD2620'CONCRETE CYLINDER. JD2620' JD2620'AZIMUTH MARK IS 29.4 FEET NORTH OF THE CENTER OF U.S. HIGHWAY JD2620'50, 5.0 FEET WEST OF A POWER LINE POLE AND 1.0 FOOT SOUTH OF A JD2620'EAST-WEST FENCE LINE. IT IS A STANDARD DISK CEMENTED IN THE TOP JD2620'OF A SQUARE CONCRETE POST. IT IS STAMPED- STOCK 1949 AND JD2620'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE. JD2620' JD2620'NOTE- AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND. CALIFORNIA, JD2620'MUNI. WATER TANK 1949 CAN BE SEEN FROM THE GROUND. JD2620 JD2620 STATION RECOVERY (1984) JD2620 JD2620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD2620'THE RECESSED STATION MARK AND RM 1 AND 3 WERE RECOVERED IN GOOD JD2620'CONDITION. THE AZ MK WAS FOUND DESTROYED. AN AZ MK 2 WAS ESTABLISHED JD2620'AT THIS TIME. THE DISTANCES TO THE RMS AGREED WITH 1963 DATA, HOWEVER JD2620'THE DIRECTIONS TO THE MARKS WERE 4 MINUTES SMALLER, ALTHOUGH THE ANGLE JD2620'BETWEEN THE MARK AGREES WITH 1963 DATA. THE TARGETS ON THE MARKS WERE JD2620'VERIFIED TO BE ON CENTER OF THE ARROWS AND THE CALIFORNIA MUNICIPAL JD2620'TANK WAS VISITED AND IS BELIEVED TO BE UNCHANGED SINCE 1949. RAIN JD2620'PREVENTED A RE-OCCUPATION OF THE STATION THIS DATE AND ALSO PREVENTED JD2620'A POLARIS OBSERVATION AS A CHECK UPON THE OLD WATER TANK. THE JD2620'UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME. THE RMS ARE JD2620'OBSTRUCTED TO EACH OTHER. A NEW DESCRIPTION FOLLOWS. THE STATION IS JD2620'LOCATED ABOUT 3 1/2 MI W OF CALIFORNIA, 1/4 MI N OF U.S HWY, ALONG THE JD2620'E SIDE OF A NARROW, GRAVELED ROAD AND IN THE SE1/4, SEC24, T45N, R16W JD2620'ON PROPERTY OWNED BY CHARLEY W STOCK, SR OF 401 VERSAILLES AVENUE, JD2620'CALIFORNIA, MISSOURI 65018. TO REACH THE STATION FROM THE JUNCTION OF JD2620'STATE HWY 87, WITH U.S HWY 50, IN THE S PART OF CALIFORNIA, GO W ON JD2620'HWY 50 FOR 3.1 MI (5.0 KM) TO A HOUSE ON THE LEFT AND THE AZ MK 2 ON JD2620'THE RIGHT. CONTINUE W ON THE HWY FOR 0.15 MI (0.24 KM) TO A NORROW JD2620'GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND GO N ON THE GRAVELED ROAD JD2620'FOR 0.2 MI (0.3 KM) TO A HOUSE ON THE LEFT AND THE STATION ON THE JD2620'RIGHT, AT A LARGE CEDAR TREE. JD2620' JD2620'THE STATION IS A STANDARD CGS DISK STAMPED---STOCK 1949---, SET INTO JD2620'THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, JD2620'RECESSED 12 INCHES (30 CM) ABOVE THE GROUND. THE STATION IS LOCATED JD2620'31.0 FT (9.4 M) S FROM A LARGE CEDAR TREE, 20.0 FT (6.1 M) E FROM THE JD2620'CENTERLINE OF THE ROAD, 3.9 FT (1.2 M) E FROM A FENCE AND A WITNESS JD2620'POST. RM NO 01, IS A STANDARD CGS DISK STAMPED---STOCK NO 1 1949---, JD2620'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 10.0 INCHES (25 CM) IN JD2620'DIAMETER, PROJECTING 05 INCHES (13 CM) ABOVE THE GROUND. THE STATION JD2620'IS LOCATED 24.6 FT (7.5 M) S FROM A FENCE CORNER, 14.0 FT (4.3 M) W JD2620'FROM THE CENTERLINE OF THE ROAD, 1.0 FT (0.3 M) E FROM A N-S FENCE. JD2620'RM NO 02, IS A STANDARD CGS DISK STAMPED---STOCK NO 3 1963---, SET JD2620'INTO THE TOP OF A ROUND CONCRETE MOUMENT, 12.0 INCHES (30 CM) IN JD2620'DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 58.4 FT (17.8 M) JD2620'S FROM A FENCE CORNER, 14.0 FT (4.3 M) W FROM THE CENTERLINE OF THE JD2620'ROAD, 1.0 FT (0.3 M) E FROM A FENCE. AZ MK NO 02, IS A STANDARD NGS JD2620'DISK STAMPED---STOCK 1940 NO 2 1984---, SET INTO THE TOP OF A ROUND JD2620'CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, FLUSH WITH GROUND. JD2620'THE STATION IS LOCATED, 29.5 FT (9.0 M) N FROM THE CENTERLINE OF THE JD2620'HWY, 9.9 FT (3.0 M) E FROM A POWERLINE POLE, 1.5 FT (0.5 M) W FROM A JD2620'WITNESS POST, 1.0 FT (0.3 M) S FROM THE N RIGHT-OF-WAY FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2618 *********************************************************************** JD2618 DESIGNATION - SWILLUM JD2618 PID - JD2618 JD2618 STATE/COUNTY- MO/MONITEAU JD2618 USGS QUAD - CALIFORNIA NORTH (1985) JD2618 JD2618 *CURRENT SURVEY CONTROL JD2618 ___________________________________________________________________ JD2618* NAD 83(1997)- 38 42 04.58076(N) 092 35 19.62875(W) ADJUSTED JD2618* NAVD 88 - 269. (meters) 883. (feet) SCALED JD2618 ___________________________________________________________________ JD2618 LAPLACE CORR- 0.37 (seconds) DEFLEC99 JD2618 GEOID HEIGHT- -32.59 (meters) GEOID99 JD2618 JD2618 HORZ ORDER - SECOND JD2618 JD2618.The horizontal coordinates were established by classical geodetic methods JD2618.and adjusted by the National Geodetic Survey in February 2000. JD2618 JD2618.The orthometric height was scaled from a topographic map. JD2618 JD2618.The Laplace correction was computed from DEFLEC99 derived deflections. JD2618 JD2618.The geoid height was determined by GEOID99. JD2618 JD2618; North East Units Scale Converg. JD2618;SPC MO C - 318,274.212 492,277.087 MT 0.99993407 -0 03 19.9 JD2618;UTM 15 - 4,283,707.545 535,757.071 MT 0.99961574 +0 15 25.6 JD2618 JD2618: Primary Azimuth Mark Grid Az JD2618:SPC MO C - SWILLUM AZ MK RESET 321 42 09.4 JD2618:UTM 15 - SWILLUM AZ MK RESET 321 23 23.9 JD2618 JD2618|---------------------------------------------------------------------| JD2618| PID Reference Object Distance Geod. Az | JD2618| dddmmss.s | JD2618| CN7242 SWILLUM RM 1 25.439 METERS 13220 | JD2618| JD2615 CALIFORNIA MONITEAU CO CTHSE APPROX. 7.5 KM 1634930.4 | JD2618| JD2614 CALIFORNIA EVAN REFORMED CH APPROX. 7.8 KM 1654117.0 | JD2618| JD2613 CALIFORNIA MUNICIPAL TANK APPROX. 8.2 KM 1665725.1 | JD2618| CN7243 SWILLUM RM 2 23.975 METERS 25321 | JD2618| CN7240 SWILLUM AZ MK 3174626.9 | JD2618| CN7241 SWILLUM AZ MK RESET 3213849.5 | JD2618| CN7244 SWILLUM RM 3 51.374 METERS 35505 | JD2618|---------------------------------------------------------------------| JD2618 JD2618 SUPERSEDED SURVEY CONTROL JD2618 JD2618 NAD 83(1986)- 38 42 04.59130(N) 092 35 19.63125(W) AD( ) 2 JD2618 NAD 27 - 38 42 04.48506(N) 092 35 18.92402(W) AD( ) 2 JD2618 JD2618.Superseded values are not recommended for survey control. JD2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2618.See file dsdata.txt to determine how the superseded data were derived. JD2618 JD2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC3575783708(NAD 83) JD2618_MARKER: DS = TRIANGULATION STATION DISK JD2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD2618_STAMPING: SWILLUM 1949 JD2618_MARK LOGO: CGS JD2618_MAGNETIC: N = NO MAGNETIC MATERIAL JD2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2618+STABILITY: SURFACE MOTION JD2618 JD2618 HISTORY - Date Condition Report By JD2618 HISTORY - 1949 MONUMENTED CGS JD2618 HISTORY - 1963 GOOD CGS JD2618 HISTORY - 19841023 GOOD NGS JD2618 JD2618 STATION DESCRIPTION JD2618 JD2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (MEW) JD2618'STATION IS LOCATED ABOUT 9 MILES SOUTH OF PRAIRIE HOME AND JD2618'5-1/2 MILES NORTH NORTHWEST OF CALIFORNIA IN THE SOUTHWEST CORNER JD2618'OF A CULTIVATED FIELD. STATION IS 43 FEET NORTH OF THE JD2618'CENTERLINE OF A TRACK ROAD, 26 FEET NORTHEAST OF A FENCECORNER JD2618'AND 22 FEET EAST OF THE CENTERLINE OF A DRIVEWAY. THE MARK JD2618'IS ABOUT 12 INCHES BELOW THE SURFACE AND THE DISK IS STAMPED JD2618'SWILLUM 1949. JD2618' JD2618'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CENTERLINE OF TRACK JD2618'ROAD AND 0.5 FOOT NORTH OF FENCELINE. THE MARK PROJECTS JD2618'ABOUT 6 INCHES AND THE DISK IS STAMPED SWILLUM NO. 1 1949. JD2618' JD2618'REFERENCE MARK NO. 2 IS 57 FEET WEST OF THE CENTERLINE OF DRIVEWAY JD2618'AND 15 FEET NORTH OF THE APPROXIMATE CENTERLINE OF GRAVEL ROAD. JD2618'THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED JD2618'SWILLUM NO. 2 1949. JD2618' JD2618'AZIMUTH MARK IS 18 FEET NORTHEAST OF THE APPROXIMATE CENTERLINE JD2618'OF GRAVEL ROAD, 5 FEET NORTHEAST OF FENCELINE AND 3 FEET EAST JD2618'OF A TELEPHONE POLE. THE MARK PROJECTS ABOUT 6 INCHES AND THE JD2618'DISK IS STAMPED SWILLUM 1949. JD2618' JD2618'TO REACH FROM THE POST OFFICE IN PRAIRIE HOME GO SOUTHEAST JD2618'ON STATE HIGHWAY 87 FOR 0.2 MILE TO JUNCTION OF COUNTY ROUTE JD2618'J. TURN RIGHT AND GO WEST ON COUNTY ROUTE J FOR 0.9 MILE TO JD2618'CROSSROADS. TURN LEFT AND GO SOUTH ON MAIN GRAVEL ROAD FOR 5.35 JD2618'MILES TO FORKS. TAKE LEFT FORK STRAIGHT AHEAD FOR 1.8 MILES JD2618'TO T ROAD RIGHT WHERE MAIN ROAD TURNS RIGHT. TURN RIGHT ON MAIN JD2618'ROAD AND GO SOUTH AND EAST FOR 1.0 MILE TO AZIMUTH MARK ON LEFT JD2618'AS DESCRIBED. CONTINUE SOUTH AND EAST FOR 0.35 MILE TO POINT JD2618'WHERE MAIN ROAD TURNS RIGHT AND TO STATION ON LEFT OR NORTH JD2618'SIDE OF ROAD AS DESCRIBED. JD2618' JD2618'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. JD2618 JD2618 STATION RECOVERY (1963) JD2618 JD2618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DJF) JD2618'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED APPARENTLY JD2618'UNDISTURBED AND IN GOOD CONDITION. REFERENCE MARK 1 WAS NOT JD2618'RECOVERED AND THE ORIGINAL AZIMUTH MARK WAS NOT VISIBLE FROM JD2618'THE GROUND SO A NEW ONE WAS SET. A NEW DESCRIPTION FOLLOWS- JD2618' JD2618'THE STATION IS LOCATED ABOUT 7.6 MILES SOUTH OF PRAIRIE HOME, 5.3 JD2618'MILES NORTHEAST OF CLARKSBURG, 4.6 MILES NORTH-NORTHWEST OF JD2618'CALIFORNIA, AND NEAR THE SOUTH EDGE OF A CULTIVATED FIELD JUST JD2618'EAST OF A LITTLE-USED TRACK ROAD. JD2618' JD2618'TO REACH THE STATION FROM THE POST OFFICE IN CALIFORNIA GO JD2618'NORTH 1/2 BLOCK TO MADISON STREET, TURN LEFT AND GO WEST 1 BLOCK JD2618'TO STATE HIGHWAY 87 AND COUNTY ROAD O. GO NORTH ON COUNTY ROAD O JD2618'FOR 3.7 MILES TO A FORK AT THE JUNCTION OF COUNTY ROADS O AND D, JD2618'TAKE THE RIGHT FORK ON GRAVELED COUNTY ROAD D FOR 0.2 MILE TO JD2618'ANOTHER FORK. TAKE THE LEFT FORK ON COUNTY ROAD KK AND GO NORTH JD2618'1.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO EAST JD2618'0.1 MILE TO DRIVEWAY ON RIGHT AND TRACK ROAD ON LEFT AND THE JD2618'STATION. JD2618' JD2618'THE STATION MARK, A STANDARD DISK STAMPED SWILLUM 1949 CEMENTED JD2618'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET 1.8 FEET BELOW THE JD2618'SURFACE OF THE GROUND, IS 42.0 FEET NORTH OF THE CENTER OF THE JD2618'EAST-WEST GRAVELED ROAD. JD2618' JD2618'REFERENCE MARK NUMBER 2, A STANDARD DISK STAMPED SWILLUM NO. JD2618'2 1949 CEMENTED IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT JD2618'PROJECTING 3 INCHES ABOVE GROUND, IS AT THE SAME ELEVATION AS JD2618'THE GROUND AROUND THE STATION MARK. IT IS 15.3 FEET NORTH OF THE JD2618'CENTER OF THE EAST-WEST GRAVELED ROAD. JD2618' JD2618'REFERENCE MARK NUMBER 3, A STANDARD DISK STAMPED SWILLUM NO. 3 JD2618'1949 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING JD2618'3 INCHES ABOVE GROUND, IS AT THE SAME ELEVATION AS THE GROUND JD2618'AROUND THE STATION MARK AND 1.5 FEET WEST OF THE BASE OF JD2618'A TELEPHONE POLE. JD2618' JD2618'THE AZIMUTH MARK, A STANDARD DISK STAMPED SWILLUM 1949 RESET 1963 JD2618'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 3 JD2618'INCHES ABOVE THE GROUND, IS 34 FEET EAST OF THE CENTER OF JD2618'COUNTY ROAD KK AND 1 FOOT SOUTHEAST OF A TELEPHONE POLE WITH JD2618'METAL WITNESS SIGN ATTACHED. TO REACH THE AZIMUTH MARK FROM JD2618'THE STATION GO WEST 0.1 MILE TO COUNTY ROAD KK, TURN RIGHT AND JD2618'GO NORTH 0.3 MILE TO THE MARK ON THE RIGHT. JD2618 JD2618 STATION RECOVERY (1984) JD2618 JD2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) JD2618'THE RECESSED STATION MARK AND THE AZ MK WERE RECOVERED IN GOOD JD2618'CONDITION. THERE WAS SOME SLIGHT DETERIORATION OF THE TOP OF THE AZ JD2618'MK MONUMENT, WHICH WAS REPAIRED. RMS 2 AND 3 WERE BOTH FOUND JD2618'DESTROYED. RMS 4 AND 5 WERE ESTABLISHED AND THE OLD MONUMENT FOR R M JD2618'3 WAS REMOVED FROM A FIELD. THE ORIGINAL 1949 AZ MK WAS SEARCHED FOR JD2618'BUT NOT FOUND. THE UNDERGROUND MARK WAS NOT INSPECTED. DUE TO THE JD2618'ABOVE CHANGES, A COMPLETE, NEW DESCRIPTION FOLLOWS. THE STATION IS JD2618'LOCATED ABOUT 5 1/2 MI NE OF CLARKSBURG, 4 3/7 MI NW OF CALIFORNIA AND JD2618'AT THE S EDGE OF A CULTIVATED FIELD, ON PROPERTY OWNED BY W L GILLUM, JD2618'RURAL ROUTE BOX 86, CALIFORNIA, MISSOURI 65018. TO REACH THE STATION JD2618'FROM THE JUNCTION OF U.S HWY 50 AND STATE HWY 87,IN THE S PART OF JD2618'CALIFORNIA, GO N ON HWY 87 FOR 0.65 MI (1.05 KM) TO THE JUNCTION WITH JD2618'STATE ROAD O, WHERE HWY 87 TURNS E. CONTINUE NORTHERLY ON ROAD O FOR JD2618'3.6 MI (5.8 KM) TO THE JUNCTION OF STATE ROAD D. TURN RIGHT AND GO NE JD2618'ON ROAD D FOR 0.2 MI (0.3 KM) TO STATE ROAD KK. TURN LEFT AND GO JD2618'NORTHERLY ON ROAD KK FOR 1.4 MI (2.3 KM) TO A GRAVELED ROAD ON THE JD2618'RIGHT. TURN RIGHT AND GO E ON THE GRAVELED ROAD FOR 0.1 MI (0.2 KM) JD2618'TO A GUYED POWERLINE POLE, A TRACK CROSSROAD AND THE STATION ON THE JD2618'LEFT, ABOUT 0.1 MI (0.2 KM) S ON THE SWILLUM HOUSE AND FARM BUILDING. JD2618' JD2618'THE STATION IS A STANDARD CGS DISKS STAMPED---SWILLUM 1949---, SET JD2618'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 15.0 INCHES (38 CM) IN JD2618'DIAMETER, RECESSED 12 INCHES (30 CM) BELOW THE GROUND. THE STATION IS JD2618'LOCATED 72.6 FT (22.1 M) NNE FROM A POWERLINE GUY POLE, 40.0 FT (12.2 JD2618'M) N FROM THE CENTERLINE OF THE ROAD, 41.1 FT (12.5 M) NE FROM A JD2618'JUNCTION POWERLINE POLE, 13.0 FT (4.0 M) E FROM THE CENTERLINE OF A JD2618'TRACK ROAD. RM NO 04, IS A STANDARD NGS DISK STAMPED---SWILLUM 1949 JD2618'NO 4 1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 JD2618'INCHES (30 CM) IN DIAMETER, PROJECTING 06 INCHES (15 CM) ABOVE THE JD2618'GROUND. THE STATION IS LOCATED 98.0 FT (29.9 M) ESE FROM THE JD2618'POWERLINE POLE, 76.5 FT (23.3 M) E FROM THE FENCE CORNER, 13.5 FT (4.1 JD2618'M) S FROM THE CENTERLINE OF THE ROAD, 1.5 FT (0.5 M) W FROM A WITNESS JD2618'POST. R M NO 05, IS A STANDARD NGS DISK STAMPED---SWILLUM 1949 NO 5 JD2618'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12.0 INCHES JD2618'(30 CM) IN DIAMETER, PROJECTING 02 INCHES (5 CM) ABOVE THE GROUND. JD2618'THE STATION IS LOCATED 35.2 FT (10.7 M) SSE FROM THE JUNCTION JD2618'POWERLINE POLE, 19.3 FT (5.9 M) ENE FROM THE POWERLINE POLE GUY POLE, JD2618'14.5 FT (4.4 M) S FROM THE CENTERLINE OF THE ROAD, 1.9 FT (0.6 M) N JD2618'FROM A FENCE CORNER. AZ MK NO 02, IS A STANDARD CGS DISK JD2618'STAMPED---SWILLUM 1949 RESET 1963---, SET INTO THE TOP OF A ROUND JD2618'CONCRETE MONUMENT, 12.0 INCHES (30 CM) IN DIAMETER, PROJECTING 04 JD2618'INCHES (10 CM) ABOVE THE GROUND. THE STATION IS LOCATED 34.0 FT (10.4 JD2618'M) NE FROM THE CENTERLINE OF ROAD KK, 1.5 FT (0.5 M) NW FROM A WITNESS JD2618'POST. TO REACH THE AZ MK FROM THE STATION, GO W ON THE GRAVELED ROAD JD2618'FOR 0.1 MI (0.2 KM) TO ROAD KK. TURN RIGHT AND GO NW ON ROAD KK FOR JD2618'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, ON THE HIGHEST POINT OF A JD2618'CUTBANK, AND ABOUT 10 FT (3.0 M) HIGHER THAN THE ROAD. RM 4 TO RM 5 JD2618'COULD NOT BE MEASURED DUE TO A TREE AND FENCE POSTS ON LINE.