1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC0585 *********************************************************************** JC0585 DESIGNATION - 50 JC0585 PID - JC0585 JC0585 STATE/COUNTY- MO/FRANKLIN JC0585 USGS QUAD - WASHINGTON WEST (1985) JC0585 JC0585 *CURRENT SURVEY CONTROL JC0585 ___________________________________________________________________ JC0585* NAD 83(1986)- 38 33 37. (N) 091 00 35. (W) SCALED JC0585* NAVD 88 - 150.257 (meters) 492.97 (feet) ADJUSTED JC0585 ___________________________________________________________________ JC0585 GEOID HEIGHT- -31.18 (meters) GEOID99 JC0585 DYNAMIC HT - 150.160 (meters) 492.65 (feet) COMP JC0585 MODELED GRAV- 979,983.4 (mgal) NAVD 88 JC0585 JC0585 VERT ORDER - FIRST CLASS II JC0585 JC0585.The horizontal coordinates were scaled from a topographic map and have JC0585.an estimated accuracy of +/- 6 seconds. JC0585 JC0585.The orthometric height was determined by differential leveling JC0585.and adjusted by the National Geodetic Survey in June 1991. JC0585 JC0585.The geoid height was determined by GEOID99. JC0585 JC0585.The dynamic height is computed by dividing the NAVD 88 JC0585.geopotential number by the normal gravity value computed on the JC0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0585.degrees latitude (g = 980.6199 gals.). JC0585 JC0585.The modeled gravity was interpolated from observed gravity values. JC0585 JC0585; North East Units Estimated Accuracy JC0585;SPC MO E - 302,740. 205,580. MT (+/- 180 meters Scaled) JC0585 JC0585 SUPERSEDED SURVEY CONTROL JC0585 JC0585 NGVD 29 - 150.33 (m) 493.2 (f) COMPUTED 1 2 JC0585 JC0585.Superseded values are not recommended for survey control. JC0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0585.See file dsdata.txt to determine how the superseded data were derived. JC0585 JC0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC734698(NAD 83) JC0585_MARKER: B = BOLT JC0585_SETTING: 35 = WINDOW SILL JC0585_MARK LOGO: NONE JC0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0585+STABILITY: SURFACE MOTION JC0585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0585+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 JC0585 JC0585 HISTORY - Date Condition Report By JC0585 HISTORY - UNK MONUMENTED MORC JC0585 HISTORY - 1946 GOOD NGS JC0585 HISTORY - 1986 GOOD NGS JC0585 HISTORY - 20020710 GOOD CMT JC0585 JC0585 STATION DESCRIPTION JC0585 JC0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 JC0585'AT WASHINGTON. JC0585'AT THE NORTH EDGE OF WASHINGTON, FRANKLIN COUNTY, ON THE RIVER JC0585'BANK, ABOUT 1/8 MILE EAST OF THE MISSOURI PACIFIC RAILROAD JC0585'STATION, OPPOSITE THE TRACK FROM THE INTERSECTION OF JEFFERSON JC0585'AND FRONT STREETS, IN THE SOUTH SIDE OF THE WATERWORKS PUMP HOUSE, JC0585'9 FEET EAST OF THE SOUTHWEST CORNER OF THE MAIN BUILDING, 5 FEET JC0585'WEST OF THE SOUTH ENTRANCE, AND IN A WINDOW SILL. A PUNCH MARK JC0585'ON THE END OF A COPPER BOLT, LEADED HORIZONTALLY AND SURROUNDED JC0585'BY THE CHISELED LETTERS U.S.P.B.M. JC0585 JC0585 STATION RECOVERY (1986) JC0585 JC0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JC0585'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. IN WASHINGTON, JC0585'AT THE INTERSECTION OF JEFFERSON AND WEST FRONT STREETS. ADD--29.5 M JC0585'(96.8 FT) NORTHEAST OF THE CENTER OF WEST FRONT STREET, AND 7.5 M JC0585'(24.6 FT) WEST OF THE EXTENDED CENTER OF JEFFERSON STREET. NOTE--THE JC0585'OLD WATER WORKS BUILDING IS NOW THE PROGUE SCULPTURE STUDIO. JC0585 JC0585 STATION RECOVERY (2002) JC0585 JC0585'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC0585'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC0588 *********************************************************************** JC0588 DESIGNATION - G 203 JC0588 PID - JC0588 JC0588 STATE/COUNTY- MO/FRANKLIN JC0588 USGS QUAD - WASHINGTON WEST (1985) JC0588 JC0588 *CURRENT SURVEY CONTROL JC0588 ___________________________________________________________________ JC0588* NAD 83(1986)- 38 34 05. (N) 091 01 26. (W) SCALED JC0588* NAVD 88 - 148.585 (meters) 487.48 (feet) ADJUSTED JC0588 ___________________________________________________________________ JC0588 GEOID HEIGHT- -31.20 (meters) GEOID99 JC0588 DYNAMIC HT - 148.490 (meters) 487.17 (feet) COMP JC0588 MODELED GRAV- 979,984.6 (mgal) NAVD 88 JC0588 JC0588 VERT ORDER - FIRST CLASS II JC0588 JC0588.The horizontal coordinates were scaled from a topographic map and have JC0588.an estimated accuracy of +/- 6 seconds. JC0588 JC0588.The orthometric height was determined by differential leveling JC0588.and adjusted by the National Geodetic Survey in June 1991. JC0588.WARNING-Repeat measurements at this control monument indicate possible JC0588.vertical movement. JC0588 JC0588.The geoid height was determined by GEOID99. JC0588 JC0588.The dynamic height is computed by dividing the NAVD 88 JC0588.geopotential number by the normal gravity value computed on the JC0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0588.degrees latitude (g = 980.6199 gals.). JC0588 JC0588.The modeled gravity was interpolated from observed gravity values. JC0588 JC0588; North East Units Estimated Accuracy JC0588;SPC MO E - 303,610. 204,350. MT (+/- 180 meters Scaled) JC0588 JC0588 SUPERSEDED SURVEY CONTROL JC0588 JC0588 NGVD 29 - 148.646 (m) 487.68 (f) ADJ UNCH 1 2 JC0588 JC0588.Superseded values are not recommended for survey control. JC0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0588.See file dsdata.txt to determine how the superseded data were derived. JC0588 JC0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC721706(NAD 83) JC0588_MARKER: DB = BENCH MARK DISK JC0588_SETTING: 32 = HEADWALL JC0588_STAMPING: G 203 1946 JC0588_MARK LOGO: CGS JC0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0588+STABILITY: SURFACE MOTION JC0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0588+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 JC0588 JC0588 HISTORY - Date Condition Report By JC0588 HISTORY - 1946 MONUMENTED CGS JC0588 HISTORY - 1986 GOOD NGS JC0588 HISTORY - 20020710 GOOD CMT JC0588 JC0588 STATION DESCRIPTION JC0588 JC0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 JC0588'0.7 MI W FROM WASHINGTON. JC0588'ABOUT 0.7 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM JC0588'THE STATION AT WASHINGTON, 46.0 FEET SOUTHWEST OF MILE POST JC0588'55-20, 17.0 FEET NORTH OF AND ABOUT 5.0 FEET LOWER THAN THE CENTER JC0588'LINE OF THE NORTH TRACK, ON TOP OF THE EAST END OF THE NORTH JC0588'HEADWALL OF A LARGE CONCRETE CULVERT. A BRONZE BENCH MARK DISK JC0588'SET IN A DRILL HOLE IN CONCRETE. JC0588 JC0588 STATION RECOVERY (1986) JC0588 JC0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JC0588'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN JC0588'WASHINGTON, AT THE INTERSECTION OF TIEMANN DRIVE AND THE MISSOURI JC0588'PACIFIC RAILROAD, IN THE SOUTHEAST END OF THE NORTHEAST CONCRETE JC0588'HEADWALL OF A BOX CULVERT UNDER THE RAILROAD, 140.0 M (459.3 FT) JC0588'NORTHWEST OF THE DRIVE CENTER, 5.2 M (17.1 FT) NORTHEAST OF THE NEAR JC0588'RAIL, AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE JC0588'HEADWALL. JC0588'THE MARK IS 1.5 M BELOW THE TRACKS. JC0588 JC0588 STATION RECOVERY (2002) JC0588 JC0588'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC0588'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC1321 *********************************************************************** JC1321 DESIGNATION - R 339 JC1321 PID - JC1321 JC1321 STATE/COUNTY- MO/FRANKLIN JC1321 USGS QUAD - WASHINGTON WEST (1985) JC1321 JC1321 *CURRENT SURVEY CONTROL JC1321 ___________________________________________________________________ JC1321* NAD 83(1986)- 38 32 43. (N) 091 00 27. (W) SCALED JC1321* NAVD 88 - 160.393 (meters) 526.22 (feet) ADJUSTED JC1321 ___________________________________________________________________ JC1321 GEOID HEIGHT- -31.14 (meters) GEOID99 JC1321 DYNAMIC HT - 160.290 (meters) 525.88 (feet) COMP JC1321 MODELED GRAV- 979,981.6 (mgal) NAVD 88 JC1321 JC1321 VERT ORDER - FIRST CLASS II JC1321 JC1321.The horizontal coordinates were scaled from a topographic map and have JC1321.an estimated accuracy of +/- 6 seconds. JC1321 JC1321.The orthometric height was determined by differential leveling JC1321.and adjusted by the National Geodetic Survey in June 1991. JC1321 JC1321.The geoid height was determined by GEOID99. JC1321 JC1321.The dynamic height is computed by dividing the NAVD 88 JC1321.geopotential number by the normal gravity value computed on the JC1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1321.degrees latitude (g = 980.6199 gals.). JC1321 JC1321.The modeled gravity was interpolated from observed gravity values. JC1321 JC1321; North East Units Estimated Accuracy JC1321;SPC MO E - 301,080. 205,760. MT (+/- 180 meters Scaled) JC1321 JC1321 SUPERSEDED SURVEY CONTROL JC1321 JC1321.No superseded survey control is available for this station. JC1321 JC1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC736681(NAD 83) JC1321_MARKER: I = METAL ROD JC1321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JC1321_STAMPING: R 339 1986 JC1321_MARK LOGO: NGS JC1321_PROJECTION: FLUSH JC1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JC1321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1321+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 JC1321_ROD/PIPE-DEPTH: 7.3 meters JC1321 JC1321 HISTORY - Date Condition Report By JC1321 HISTORY - 1986 MONUMENTED NGS JC1321 HISTORY - 20020711 GOOD CMT JC1321 JC1321 STATION DESCRIPTION JC1321 JC1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1321'IN WASHINGTON. JC1321'IN WASHINGTON, AT THE INTERSECTION OF STATE HIGHWAY 47 AND FOURTEENTH JC1321'STREET, 106.0 M (347.8 FT) WEST OF THE HIGHWAY CENTERLINE, 8.8 M (28.9 JC1321'FT) WEST OF A FENCE CORNER, 8.0 M (26.2 FT) NORTH OF THE STREET JC1321'CENTER, 8.0 M (26.2 FT) EAST OF THE CENTER OF AN ENTRANCE INTO A BALL JC1321'PARK AND RECREATION AREA, AND 0.3 M (1.0 FT) SOUTH OF A FENCE. JC1321'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JC1321'THE MARK IS 0.3 M ABOVE THE STREET. JC1321 JC1321 STATION RECOVERY (2002) JC1321 JC1321'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC1321'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC1322 *********************************************************************** JC1322 DESIGNATION - S 339 JC1322 PID - JC1322 JC1322 STATE/COUNTY- MO/FRANKLIN JC1322 USGS QUAD - WASHINGTON WEST (1985) JC1322 JC1322 *CURRENT SURVEY CONTROL JC1322 ___________________________________________________________________ JC1322* NAD 83(1986)- 38 33 15. (N) 091 00 14. (W) SCALED JC1322* NAVD 88 - 168.018 (meters) 551.24 (feet) ADJUSTED JC1322 ___________________________________________________________________ JC1322 GEOID HEIGHT- -31.16 (meters) GEOID99 JC1322 DYNAMIC HT - 167.910 (meters) 550.88 (feet) COMP JC1322 MODELED GRAV- 979,982.8 (mgal) NAVD 88 JC1322 JC1322 VERT ORDER - FIRST CLASS II JC1322 JC1322.The horizontal coordinates were scaled from a topographic map and have JC1322.an estimated accuracy of +/- 6 seconds. JC1322 JC1322.The orthometric height was determined by differential leveling JC1322.and adjusted by the National Geodetic Survey in June 1991. JC1322 JC1322.The geoid height was determined by GEOID99. JC1322 JC1322.The dynamic height is computed by dividing the NAVD 88 JC1322.geopotential number by the normal gravity value computed on the JC1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1322.degrees latitude (g = 980.6199 gals.). JC1322 JC1322.The modeled gravity was interpolated from observed gravity values. JC1322 JC1322; North East Units Estimated Accuracy JC1322;SPC MO E - 302,060. 206,080. MT (+/- 180 meters Scaled) JC1322 JC1322 SUPERSEDED SURVEY CONTROL JC1322 JC1322.No superseded survey control is available for this station. JC1322 JC1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC739691(NAD 83) JC1322_MARKER: I = METAL ROD JC1322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JC1322_STAMPING: S 339 1986 JC1322_MARK LOGO: NGS JC1322_PROJECTION: RECESSED 3 CENTIMETERS JC1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JC1322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1322+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 JC1322_ROD/PIPE-DEPTH: 8.5 meters JC1322 JC1322 HISTORY - Date Condition Report By JC1322 HISTORY - 1986 MONUMENTED NGS JC1322 HISTORY - 20020710 GOOD CMT JC1322 JC1322 STATION DESCRIPTION JC1322 JC1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1322'IN WASHINGTON. JC1322'IN WASHINGTON, AT THE INTERSECTION OF EAST THIRD AND BOONE STREETS, JC1322'10.5 M (34.4 FT) NORTHEAST OF THE CENTER OF THIRD STREET, 5.9 M (19.4 JC1322'FT) SOUTHEAST OF THE CENTER OF BOONE STREET, AND 1.0 M (3.3 FT) JC1322'NORTHEAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD JC1322'THROUGH A 5-INCH LOGO CAP. JC1322'THE MARK IS 0.2 M ABOVE BOONE STREET. JC1322 JC1322 STATION RECOVERY (2002) JC1322 JC1322'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC1322'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC0587 *********************************************************************** JC0587 DESIGNATION - TT 966 C JC0587 PID - JC0587 JC0587 STATE/COUNTY- MO/FRANKLIN JC0587 USGS QUAD - WASHINGTON WEST (1985) JC0587 JC0587 *CURRENT SURVEY CONTROL JC0587 ___________________________________________________________________ JC0587* NAD 83(1986)- 38 33 25. (N) 091 00 50. (W) SCALED JC0587* NAVD 88 - 173.089 (meters) 567.88 (feet) ADJUSTED JC0587 ___________________________________________________________________ JC0587 GEOID HEIGHT- -31.17 (meters) GEOID99 JC0587 DYNAMIC HT - 172.978 (meters) 567.51 (feet) COMP JC0587 MODELED GRAV- 979,983.0 (mgal) NAVD 88 JC0587 JC0587 VERT ORDER - FIRST CLASS II JC0587 JC0587.The horizontal coordinates were scaled from a topographic map and have JC0587.an estimated accuracy of +/- 6 seconds. JC0587 JC0587.The orthometric height was determined by differential leveling JC0587.and adjusted by the National Geodetic Survey in June 1991. JC0587.WARNING-Repeat measurements at this control monument indicate possible JC0587.vertical movement. JC0587 JC0587.The geoid height was determined by GEOID99. JC0587 JC0587.The dynamic height is computed by dividing the NAVD 88 JC0587.geopotential number by the normal gravity value computed on the JC0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0587.degrees latitude (g = 980.6199 gals.). JC0587 JC0587.The modeled gravity was interpolated from observed gravity values. JC0587 JC0587; North East Units Estimated Accuracy JC0587;SPC MO E - 302,380. 205,210. MT (+/- 180 meters Scaled) JC0587 JC0587 SUPERSEDED SURVEY CONTROL JC0587 JC0587 NGVD 29 - 173.096 (m) 567.90 (f) ADJ UNCH 1 2 JC0587 JC0587.Superseded values are not recommended for survey control. JC0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0587.See file dsdata.txt to determine how the superseded data were derived. JC0587 JC0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC730694(NAD 83) JC0587_MARKER: DD = SURVEY DISK JC0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0587_STAMPING: TT 966 C 1935 568 JC0587_MARK LOGO: USGS JC0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0587+STABILITY: SURFACE MOTION JC0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0587+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 JC0587 JC0587 HISTORY - Date Condition Report By JC0587 HISTORY - 1935 MONUMENTED USGS JC0587 HISTORY - 1946 GOOD NGS JC0587 HISTORY - 1986 GOOD NGS JC0587 HISTORY - 20020711 GOOD CMT JC0587 JC0587 STATION DESCRIPTION JC0587 JC0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 JC0587'AT WASHINGTON. JC0587'AT WASHINGTON, AT THE INTERSECTION OF LAFAYETTE AND FIFTH STREETS, JC0587'ABOUT 1 BLOCK WEST OF THE INTERSECTION OF HIGHWAYS 100 AND 47, JC0587'38 FEET NORTH OF THE NORTH FACE OF THE WASHINGTON ELEMENTARY JC0587'SCHOOL, 26 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF JC0587'FIFTH STREET, 3 FEET EAST OF THE EXTENDED CENTER LINE OF LAFAYETTE JC0587'STREET, 1 FOOT SOUTH OF A CONCRETE WALK. A BRONZE GEOLOGICAL JC0587'SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH JC0587'WITH THE GROUND. JC0587 JC0587 STATION RECOVERY (1986) JC0587 JC0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JC0587'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. JC0587'DELETE--ABOUT 1 BLOCK WEST OF THE INTERSECTION OF HIGHWAYS 100 AND 47. JC0587'ADD 7.7 M (23.5 FT) NORTH OF A FLAGPOLE. JC0587 JC0587 STATION RECOVERY (2002) JC0587 JC0587'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC0587'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC1323 *********************************************************************** JC1323 DESIGNATION - V 334 JC1323 PID - JC1323 JC1323 STATE/COUNTY- MO/FRANKLIN JC1323 USGS QUAD - WASHINGTON WEST (1985) JC1323 JC1323 *CURRENT SURVEY CONTROL JC1323 ___________________________________________________________________ JC1323* NAD 83(1986)- 38 33 21. (N) 091 01 37. (W) SCALED JC1323* NAVD 88 - 188.780 (meters) 619.36 (feet) ADJUSTED JC1323 ___________________________________________________________________ JC1323 GEOID HEIGHT- -31.17 (meters) GEOID99 JC1323 DYNAMIC HT - 188.658 (meters) 618.96 (feet) COMP JC1323 MODELED GRAV- 979,982.5 (mgal) NAVD 88 JC1323 JC1323 VERT ORDER - FIRST CLASS II JC1323 JC1323.The horizontal coordinates were scaled from a topographic map and have JC1323.an estimated accuracy of +/- 6 seconds. JC1323 JC1323.The orthometric height was determined by differential leveling JC1323.and adjusted by the National Geodetic Survey in June 1991. JC1323 JC1323.The geoid height was determined by GEOID99. JC1323 JC1323.The dynamic height is computed by dividing the NAVD 88 JC1323.geopotential number by the normal gravity value computed on the JC1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1323.degrees latitude (g = 980.6199 gals.). JC1323 JC1323.The modeled gravity was interpolated from observed gravity values. JC1323 JC1323; North East Units Estimated Accuracy JC1323;SPC MO E - 302,260. 204,070. MT (+/- 180 meters Scaled) JC1323 JC1323 SUPERSEDED SURVEY CONTROL JC1323 JC1323.No superseded survey control is available for this station. JC1323 JC1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC719693(NAD 83) JC1323_MARKER: I = METAL ROD JC1323_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JC1323+WITH SETTING: INFORMATION. JC1323_STAMPING: V 334 1986 JC1323_MARK LOGO: NGS JC1323_PROJECTION: RECESSED 1 CENTIMETERS JC1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JC1323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1323+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 JC1323_ROD/PIPE-DEPTH: 1.1 meters JC1323 JC1323 HISTORY - Date Condition Report By JC1323 HISTORY - 1986 MONUMENTED NGS JC1323 HISTORY - 20020711 GOOD CMT JC1323 JC1323 STATION DESCRIPTION JC1323 JC1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1323'IN WASHINGTON. JC1323'IN WASHINGTON, AT THE INTERSECTION OF WEST FIFTH STREET AND KINGSICK JC1323'LANE, 8.8 M (28.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A BRICK JC1323'BUILDING, 7.0 M (23.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, 6.6 M JC1323'(21.7 FT) WEST OF THE CENTER OF THE LANE, 1.1 M (3.6 FT) SOUTH OF THE JC1323'NORTH CURB, AND O.8 M (2.6 FT) WEST OF THE EAST CURB. NOTE--ACCESS TO JC1323'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JC1323'THE MARK IS 0.3 M ABOVE THE STREET. JC1323 JC1323 STATION RECOVERY (2002) JC1323 JC1323'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC1323'RECOVERED IN GOOD CONDITION.