1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GF0771 *********************************************************************** GF0771 DESIGNATION - REEDS SPRING RESET GF0771 PID - GF0771 GF0771 STATE/COUNTY- MO/STONE GF0771 USGS QUAD - GARBER (1989) GF0771 GF0771 *CURRENT SURVEY CONTROL GF0771 ___________________________________________________________________ GF0771* NAD 83(1997)- 36 42 03.11316(N) 093 22 10.11921(W) ADJUSTED GF0771* NAVD 88 - 393. (meters) 1289. (feet) SCALED GF0771 ___________________________________________________________________ GF0771 LAPLACE CORR- -0.20 (seconds) DEFLEC99 GF0771 GEOID HEIGHT- -28.75 (meters) GEOID99 GF0771 GF0771 HORZ ORDER - THIRD GF0771 GF0771.The horizontal coordinates were established by classical geodetic methods GF0771.and adjusted by the National Geodetic Survey in February 2000. GF0771 GF0771.The orthometric height was scaled from a topographic map. GF0771 GF0771.The Laplace correction was computed from DEFLEC99 derived deflections. GF0771 GF0771.The geoid height was determined by GEOID99. GF0771 GF0771; North East Units Scale Converg. GF0771;SPC MO C - 96,610.630 422,308.547 MT 1.00000767 -0 31 10.8 GF0771;UTM 15 - 4,061,752.760 466,996.941 MT 0.99961342 -0 13 14.9 GF0771 GF0771: Primary Azimuth Mark Grid Az GF0771:SPC MO C - REEDS SPRING AZ MK 124 00 30.2 GF0771:UTM 15 - REEDS SPRING AZ MK 123 42 34.3 GF0771 GF0771|---------------------------------------------------------------------| GF0771| PID Reference Object Distance Geod. Az | GF0771| dddmmss.s | GF0771| GF0769 REEDS SPRING LOOKOUT TOWER APPROX. 5.4 KM 0261356.3 | GF0771| CI2150 REEDS SPRING AZ MK 1232919.4 | GF0771| CI2151 REEDS SPRING RM 1 11.178 METERS 16933 | GF0771| CI2152 REEDS SPRING RM 2 33.400 METERS 21920 | GF0771|---------------------------------------------------------------------| GF0771 GF0771 SUPERSEDED SURVEY CONTROL GF0771 GF0771 NAD 83(1997)- 36 42 03.11373(N) 093 22 10.11909(W) AD( ) 3 GF0771 NAD 83(1997)- 36 42 03.11854(N) 093 22 10.11838(W) AD( ) 3 GF0771 NAD 83(1997)- 36 42 03.12411(N) 093 22 10.11378(W) AD( ) 3 GF0771 NAD 83(1986)- 36 42 03.12438(N) 093 22 10.11388(W) AD( ) 3 GF0771 NAD 27 - 36 42 02.90540(N) 093 22 09.44270(W) AD( ) 3 GF0771 GF0771.Superseded values are not recommended for survey control. GF0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0771.See file dsdata.txt to determine how the superseded data were derived. GF0771 GF0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA6699761753(NAD 83) GF0771_MARKER: DH = HORIZONTAL CONTROL DISK GF0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0771_STAMPING: REEDS SPRING 1961 1982 GF0771_MARK LOGO: NGS GF0771_MAGNETIC: N = NO MAGNETIC MATERIAL GF0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0771+STABILITY: SURFACE MOTION GF0771 GF0771 HISTORY - Date Condition Report By GF0771 HISTORY - 1982 MONUMENTED NGS GF0771 GF0771 STATION DESCRIPTION GF0771 GF0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN) GF0771'THE UNDERGROUND STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK GF0771'WERE RECOVERED IN GOOD CONDITION. THE SURFACE STATION MARK AND GF0771'REFERENCE MARK 1 HAD BEEN DESTROYED BY THE CONSTRUCTION OF A DRIVEWAY GF0771'AND A SHOPPING CENTER. THE AZIMUTH MARK IS NO LONGER GROUND VISIBLE GF0771'BECAUSE OF WOODS AND BUILDINGS. A NEW SURFACE STATION MARK WAS SET GF0771'DIRECTLY OVER THE UNDERGROUND MARK AND REFERENCE MARK 3 AND AN AZIMUTH GF0771'MARK WERE ESTABLISHED. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 GF0771'AGREED WITH 1961 DATA. DUE TO THE CHANGES, A NEW DESCRIPTION FOLLOWS. GF0771'THE STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) SOUTH OF REEDS SPRING, GF0771'0.4 KM (0.25 MI) NORTHWEST OF LAKEVIEW, UNINCORPORATED, IN THE NE1/4, GF0771'SEC13, T23N, R23W AND ON THE EAST RIGHT-OF-WAY OF STATE HIGHWAY 13 AND GF0771'ADJACENT TO PROPERTY OWNED BY J A AYRES, RTE 4, BOX 67B, REEDS SPRING, GF0771'MISSOURI 65737. TO REACH THE STATION FROM THE JUNCTION OF STATE GF0771'HIGHWAYS 13 AND 76, ABOUT 1.6 KM (1.00 MI) SOUTH OF REEDS SPRING, GO GF0771'SOUTH ON HIGHWAY 13, 76 FOR 4.51 KM (2.80 MI) TO THE ENTRANCE TO THE GF0771'LOST SILVER MINE SHOPPING CENTER AND THE STATION ON THE LEFT. GF0771' GF0771'THE STATION IS A STANDARD NGS DISK STAMPED--REEDS SPRING 1961 1982--, GF0771'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN GF0771'DIAMETER, RECESSED 2 INCHES (4 CM) BELOW THE GROUND. LOCATED 33.5 FT GF0771'(10.2 M) N FROM THE CENTERLINE OF THE ENTRANCE TO THE SHOPPING CENTER, GF0771'37.0 FT (11.3 M) E FROM THE CENTERLINE OF THE HIGHWAY, AND 1.9 FT (0.6 GF0771'M) W FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD CGS DISK GF0771'STAMPED--REEDS SPRING 1961--, SET INTO AN IRREGULAR MASS OF CONCRETE 3 GF0771'FT (0.9 M) BELOW THE SURFACE. REFERENCE MARK NO 2 IS A STANDARD CGS GF0771'DISK STAMPED-REEDS SPRING NO 2 1962--, SET INTO THE TOP OF A SQUARE GF0771'CONCRETE MONUMENT 12 INCHES (30 CM IN) DIAMETER, PROJECTING 2 INCHES GF0771'(4 CM) ABOVE THE GROUND. LOCATED 43.0 FT (13.1 M) S FROM THE GF0771'CENTERLINE OF A DRIVEWAY, 42 FT (12.8 M) W FROM THE CENTERLINE OF THE GF0771'HIGHWAY, AND 3 FT (0.9 M) HIGHER THAN THE STATION. REFERENCE MARK NO 3 GF0771'IS A STANDARD NGS DISK STAMPED--REEDS SPRING 1961 NO 3 1982--, SET GF0771'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN GF0771'DIAMETER, FLUSH WITH GROUND. LOCATED 65.5 FT (20.0 M) N FROM THE GF0771'CENTERLINE OF THE ENTRANCE TO THE SHOPPING CENTER, 40.0 FT (12.2 M) E GF0771'FROM THE CENTERLINE OF THE HIGHWAY, AND 1 FT (0.3 M) LOWER THAN THE GF0771'STATION. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--REED GF0771'SPRINGS 1961 NO 2 1982--, SET INTO THE TOP OF A ROUND CONCRETE GF0771'MONUMENT 12 INCHES (30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) GF0771'ABOVE THE GROUND. LOCATED 70.5 FT (21.5 M) S FROM THE CENTER OF THE GF0771'INTERSECTION OF HIGHWAYS 13 AND 76, 48.0 FT (14.6 M) E FROM THE GF0771'CENTERLINE OF HIGHWAY 13, 14.8 FT (4.5 M) E FROM A TRAFFIC LIGHT POLE, GF0771'AND 1.3 FT (0.4 M) N FROM A WITNESS POST. TO REACH THE AZIMUTH MARK GO GF0771'SOUTH ON THE HIGHWAY FOR 0.46 KM (0.30 MI) TO THE SOUTH JUNCTION OF GF0771'HIGHWAY 76 AND THE MARK IN THE SOUTH ANGLE OF THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GF0299 *********************************************************************** GF0299 DESIGNATION - U 59 RESET GF0299 PID - GF0299 GF0299 STATE/COUNTY- MO/STONE GF0299 USGS QUAD - LAMPE (1989) GF0299 GF0299 *CURRENT SURVEY CONTROL GF0299 ___________________________________________________________________ GF0299* NAD 83(1986)- 36 36 33. (N) 093 25 12. (W) SCALED GF0299* NAVD 88 - 309.56 (meters) 1015.6 (feet) RESET GF0299 ___________________________________________________________________ GF0299 GEOID HEIGHT- -28.64 (meters) GEOID99 GF0299 GF0299 VERT ORDER - THIRD GF0299 GF0299.The horizontal coordinates were scaled from a topographic map and have GF0299.an estimated accuracy of +/- 6 seconds. GF0299 GF0299.The orthometric height was computed from unverified reset data. GF0299 GF0299.The geoid height was determined by GEOID99. GF0299 GF0299; North East Units Estimated Accuracy GF0299;SPC MO C - 86,480. 417,700. MT (+/- 180 meters Scaled) GF0299 GF0299 SUPERSEDED SURVEY CONTROL GF0299 GF0299 NGVD 29 (??/??/??) 309.43 (m) 1015.2 (f) RESET 3 GF0299 GF0299.Superseded values are not recommended for survey control. GF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0299.See file dsdata.txt to determine how the superseded data were derived. GF0299 GF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA624515(NAD 83) GF0299_MARKER: DB = BENCH MARK DISK GF0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GF0299_STAMPING: U 59 RESET 1962 GF0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GF0299+STABILITY: SURFACE MOTION GF0299 GF0299 HISTORY - Date Condition Report By GF0299 HISTORY - 1962 MONUMENTED MOHC GF0299 HISTORY - 1987 MARK NOT FOUND USPSQD GF0299 GF0299 STATION DESCRIPTION GF0299 GF0299'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1962 GF0299'10.2 MI N FROM BLUE EYE. GF0299'ABOUT 10.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE GF0299'MISSOURI-ARKANSAS ACADEMY AT BLUE EYE, STONE COUNTY, 61 FEET NORTH GF0299'OF THE CENTERLINE OF THE WEST END OF A CONCRETE PIPE CULVERT GF0299'AT THE MAILBOX OF T.R. TURNER, 55 FEET NORTHWEST OF THE CROSSING GF0299'AT THE CENTER OF THE DRIVEWAY TO HIS RESIDENCE, 37.5 FEET GF0299'WEST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET NORTH OF AN GF0299'OAK TREE ABOUT 3 FEET IN DIAMETER, AND 1 FOOT EAST OF THE GF0299'PROPERTY-FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST. GF0299'NOTE-- THIS MARK HAS BEEN MOVED TO A NEW LOCATION 60 FEET GF0299'MAGNETIC WEST OF OLD U 59 DISKS. GF0299 GF0299 STATION RECOVERY (1987) GF0299 GF0299'RECOVERY NOTE BY US POWER SQUADRON 1987 (FSS) GF0299'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GF0218 *********************************************************************** GF0218 DESIGNATION - V 60 RESET GF0218 PID - GF0218 GF0218 STATE/COUNTY- MO/STONE GF0218 USGS QUAD - GALENA (1956) GF0218 GF0218 *CURRENT SURVEY CONTROL GF0218 ___________________________________________________________________ GF0218* NAD 83(1986)- 36 47 53. (N) 093 27 44. (W) SCALED GF0218* NAVD 88 - 297.11 (meters) 974.8 (feet) RESET GF0218 ___________________________________________________________________ GF0218 GEOID HEIGHT- -28.87 (meters) GEOID99 GF0218 GF0218 VERT ORDER - THIRD GF0218 GF0218.The horizontal coordinates were scaled from a topographic map and have GF0218.an estimated accuracy of +/- 6 seconds. GF0218 GF0218.The orthometric height was computed from unverified reset data. GF0218 GF0218.The geoid height was determined by GEOID99. GF0218 GF0218; North East Units Estimated Accuracy GF0218;SPC MO C - 107,480. 414,130. MT (+/- 180 meters Scaled) GF0218 GF0218 SUPERSEDED SURVEY CONTROL GF0218 GF0218 NGVD 29 (??/??/??) 296.97 (m) 974.3 (f) RESET 3 GF0218 GF0218.Superseded values are not recommended for survey control. GF0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GF0218.See file dsdata.txt to determine how the superseded data were derived. GF0218 GF0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVA587725(NAD 83) GF0218_MARKER: DB = BENCH MARK DISK GF0218_SETTING: 30 = WALL GF0218_STAMPING: V 60 RESET 1959 GF0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GF0218 GF0218 HISTORY - Date Condition Report By GF0218 HISTORY - 1959 MONUMENTED MPRR GF0218 HISTORY - 1960 GOOD NGS GF0218 GF0218 STATION DESCRIPTION GF0218 GF0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 GF0218'0.6 MI SE FROM GALENA. GF0218'THE MARK IS LOCATED ABOUT 0.6 MILE SOUTHEAST ALONG THE MISSOURI GF0218'PACIFIC RAILROAD FROM STATION AT GALENA, ABOUT 0.15 MILE WEST GF0218'OF POLE 467+10, AT BRIDGE 4675 (88) OVER JAMES RIVER, AND STATE GF0218'HIGHWAY 13, IN THE NORTH END OF THE EAST END WALL, 8.6 FEET GF0218'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 1.5 FEET GF0218'LOWER THAN THE BED OF THE TRACK.