1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2805 *********************************************************************** JD2805 DESIGNATION - M 35 RESET JD2805 PID - JD2805 JD2805 STATE/COUNTY- MO/BENTON JD2805 USGS QUAD - WARSAW EAST (1982) JD2805 JD2805 *CURRENT SURVEY CONTROL JD2805 ___________________________________________________________________ JD2805* NAD 83(1986)- 38 14 17. (N) 093 21 33. (W) SCALED JD2805* NAVD 88 - 212.69 (meters) 697.8 (feet) RESET JD2805 ___________________________________________________________________ JD2805 GEOID HEIGHT- -32.06 (meters) GEOID99 JD2805 JD2805 VERT ORDER - THIRD JD2805 JD2805.The horizontal coordinates were scaled from a topographic map and have JD2805.an estimated accuracy of +/- 6 seconds. JD2805 JD2805.The orthometric height was computed from unverified reset data. JD2805.No vertical observational check was made to the station. JD2805 JD2805.The geoid height was determined by GEOID99. JD2805 JD2805; North East Units Estimated Accuracy JD2805;SPC MO C - 267,200. 424,790. MT (+/- 180 meters Scaled) JD2805 JD2805 SUPERSEDED SURVEY CONTROL JD2805 JD2805 NGVD 29 (10/29/03) 212.57 (m) 697.4 (f) RESET 3 JD2805 JD2805.Superseded values are not recommended for survey control. JD2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2805.See file dsdata.txt to determine how the superseded data were derived. JD2805 JD2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC685322(NAD 83) JD2805_MARKER: DB = BENCH MARK DISK JD2805_SETTING: 38 = BRIDGE ABUTMENT JD2805_STAMPING: M 35 RESET 1977 JD2805_MARK LOGO: NGS JD2805_MAGNETIC: N = NO MAGNETIC MATERIAL JD2805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2805 JD2805 HISTORY - Date Condition Report By JD2805 HISTORY - 1977 MONUMENTED NGS JD2805 JD2805 STATION DESCRIPTION JD2805 JD2805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 JD2805'1.7 MILES SOUTH OF WARSAW ON U.S. HIGHWAY 65, IN THE TOP OF THE JD2805'NORTHEAST WING OF ABUTMENT OF BRIDGE A-3021, OVER THE OSAGE RIVER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD1398 *********************************************************************** JD1398 DESIGNATION - R 258 RESET JD1398 PID - JD1398 JD1398 STATE/COUNTY- MO/BENTON JD1398 USGS QUAD - LINCOLN (1961) JD1398 JD1398 *CURRENT SURVEY CONTROL JD1398 ___________________________________________________________________ JD1398* NAD 83(1986)- 38 27 04. (N) 093 21 44. (W) SCALED JD1398* NAVD 88 - 284.80 (meters) 934.4 (feet) RESET JD1398 ___________________________________________________________________ JD1398 GEOID HEIGHT- -32.46 (meters) GEOID99 JD1398 JD1398 VERT ORDER - THIRD JD1398 JD1398.The horizontal coordinates were scaled from a topographic map and have JD1398.an estimated accuracy of +/- 6 seconds. JD1398 JD1398.The orthometric height was computed from unverified reset data. JD1398 JD1398.The geoid height was determined by GEOID99. JD1398 JD1398; North East Units Estimated Accuracy JD1398;SPC MO C - 290,860. 424,740. MT (+/- 180 meters Scaled) JD1398 JD1398 SUPERSEDED SURVEY CONTROL JD1398 JD1398.No superseded survey control is available for this station. JD1398 JD1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC683559(NAD 83) JD1398_MARKER: DB = BENCH MARK DISK JD1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD1398_STAMPING: R 258 RESET 1969 JD1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD1398+STABILITY: SURFACE MOTION JD1398 JD1398 HISTORY - Date Condition Report By JD1398 HISTORY - 1969 MONUMENTED CGS JD1398 JD1398 STATION DESCRIPTION JD1398 JD1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 JD1398'6.5 MI S FROM IONIA. JD1398'ABOUT 2.3 MILES WEST ALONG THE CHICAGO, ROCK ISLAND, AND PACIFIC JD1398'RAILROAD FROM THE STATION AT IONIA, THENCE 3.8 MILES SOUTH ALONG JD1398'A GRAVELED ROAD, THENCE 0.3 MILE EAST ALONG A GRAVELED ROAD, JD1398'THENCE 0.1 MILE ACROSS PASTURE, IN SECTION 33, T 43 N, R 22 W, JD1398'ABOUT 250 FEET NORTH OF A SET OF TRANSFORMERS, 1 FOOT NORTHWEST JD1398'OF THE SOUTHEAST CORNER OF A CONCRETE FOUNDATION WHICH SUPPORTS JD1398'A MICROWAVE TOWER, AND CEMENTED IN A DRILL HOLE IN THE TOP OF A JD1398'TRIANGLE SHAPED FOUNDATION WHICH PROJECTS 7 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0999 *********************************************************************** JD0999 DESIGNATION - U 259 RESET JD0999 PID - JD0999 JD0999 STATE/COUNTY- MO/BENTON JD0999 USGS QUAD - IONIA (1973) JD0999 JD0999 *CURRENT SURVEY CONTROL JD0999 ___________________________________________________________________ JD0999* NAD 83(1986)- 38 31 25. (N) 093 16 21. (W) SCALED JD0999* NAVD 88 - 301.66 (meters) 989.7 (feet) RESET JD0999 ___________________________________________________________________ JD0999 GEOID HEIGHT- -32.59 (meters) GEOID99 JD0999 JD0999 VERT ORDER - THIRD JD0999 JD0999.The horizontal coordinates were scaled from a topographic map and have JD0999.an estimated accuracy of +/- 6 seconds. JD0999 JD0999.The orthometric height was computed from unverified reset data. JD0999.No vertical observational check was made to the station. JD0999 JD0999.The geoid height was determined by GEOID99. JD0999 JD0999; North East Units Estimated Accuracy JD0999;SPC MO C - 298,830. 432,640. MT (+/- 180 meters Scaled) JD0999 JD0999 SUPERSEDED SURVEY CONTROL JD0999 JD0999 NGVD 29 (10/29/03) 301.54 (m) 989.3 (f) RESET 3 JD0999 JD0999.Superseded values are not recommended for survey control. JD0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0999.See file dsdata.txt to determine how the superseded data were derived. JD0999 JD0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVC762639(NAD 83) JD0999_MARKER: P = PIPE CAP JD0999_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND JD0999_STAMPING: U 259 RESET 1974 JD0999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0999 JD0999 HISTORY - Date Condition Report By JD0999 HISTORY - 1974 MONUMENTED NGS JD0999 JD0999 STATION DESCRIPTION JD0999 JD0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 JD0999'5.5 MI SW FROM SPRING FORK. JD0999'ABOUT 1.9 MILES WEST ALONG COUNTY ROAD V FROM THE BRIDGE OVER JD0999'SPRING FORK CREEK AT SPRING FORK, THENCE 2.8 MILES SOUTH ALONG JD0999'U.S. HIGHWAY 65 TO STATE HIGHWAY 52 ON THE RIGHT, CONTINUE 0.8 JD0999'MILES SOUTH ALONG HIGHWAY 65 TO THE BENCH MARK ON THE LEFT, ON JD0999'THE EAST RIGHT-OF-WAY OF HIGHWAY 65, 46 FEET SOUTH OF AN EAST-WEST JD0999'FENCE, 44.5 FEET SOUTH OF A POWER POLE, 5 FEET NORTH OF A GUY JD0999'ANCHOR FOR POWER POLE, 3.5 FEET SOUTH OF A GUY ANCHOR FOR JD0999'POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS POST. A 4-INCH JD0999'CAST ALUMINUM BENCH MARK CAP FASTENED TO AN ALUMINUM PIPE 30 JD0999'INCHES DEEP WITH THE BASE REINFORCED WITH CONCRETE AND THE JD0999'TOP OF THE MARK IS FLUSH WITH THE GROUND SURFACE.