1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0316 *********************************************************************** KD0316 DESIGNATION - C 120 RESET KD0316 PID - KD0316 KD0316 STATE/COUNTY- MO/LINN KD0316 USGS QUAD - BROOKFIELD (1984) KD0316 KD0316 *CURRENT SURVEY CONTROL KD0316 ___________________________________________________________________ KD0316* NAD 83(1986)- 39 47 01. (N) 093 04 48. (W) SCALED KD0316* NAVD 88 - 235.23 (meters) 771.8 (feet) RESET KD0316 ___________________________________________________________________ KD0316 GEOID HEIGHT- -32.17 (meters) GEOID99 KD0316 KD0316 VERT ORDER - THIRD KD0316 KD0316.The horizontal coordinates were scaled from a topographic map and have KD0316.an estimated accuracy of +/- 6 seconds. KD0316 KD0316.The orthometric height was computed from unverified reset data. KD0316 KD0316.The geoid height was determined by GEOID99. KD0316 KD0316; North East Units Estimated Accuracy KD0316;SPC MO C - 438,590. 450,320. MT (+/- 180 meters Scaled) KD0316 KD0316 SUPERSEDED SURVEY CONTROL KD0316 KD0316 NGVD 29 (??/??/??) 235.20 (m) 771.7 (f) RESET 3 KD0316 KD0316.Superseded values are not recommended for survey control. KD0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0316.See file dsdata.txt to determine how the superseded data were derived. KD0316 KD0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE931037(NAD 83) KD0316_MARKER: DB = BENCH MARK DISK KD0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0316_STAMPING: C 120 RESET 1952 KD0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0316+STABILITY: SURFACE MOTION KD0316 KD0316 HISTORY - Date Condition Report By KD0316 HISTORY - 1952 MONUMENTED CGS KD0316 HISTORY - 1967 GOOD NGS KD0316 KD0316 STATION DESCRIPTION KD0316 KD0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 KD0316'IN BROOKFIELD. KD0316'AT BROOKFIELD, LINN COUNTY, 0.5 MILE WEST OF THE CHICAGO, KD0316'BURLINGTON AND QUINCY RAILROAD STATION, 2 RAILS WEST OF THE KD0316'PENNSYLVANIA AVENUE CROSSING, 51 FEET WEST OF THE WEST END OF A KD0316'36-INCH CONCRETE PIPE CULVERT, 35 FEET WEST OF A POLE, AND KD0316'30.5 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD KD0316'DISK, STAMPED C 120 RESET 1952 AND SET IN THE TOP OF A CONCRETE KD0316'POST. KD0316 KD0316 STATION RECOVERY (1967) KD0316 KD0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KD0316'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1319 *********************************************************************** KD1319 DESIGNATION - LACLEDE 2 KD1319 PID - KD1319 KD1319 STATE/COUNTY- MO/LINN KD1319 USGS QUAD - LACLEDE (1984) KD1319 KD1319 *CURRENT SURVEY CONTROL KD1319 ___________________________________________________________________ KD1319* NAD 83(1997)- 39 45 48.10006(N) 093 10 43.43375(W) ADJUSTED KD1319* NAVD 88 - 239.53 (meters) 785.9 (feet) RESET KD1319 ___________________________________________________________________ KD1319 LAPLACE CORR- 1.87 (seconds) DEFLEC99 KD1319 GEOID HEIGHT- -32.27 (meters) GEOID99 KD1319 KD1319 HORZ ORDER - THIRD KD1319 VERT ORDER - THIRD KD1319 KD1319.The horizontal coordinates were established by classical geodetic methods KD1319.and adjusted by the National Geodetic Survey in April 2002. KD1319 KD1319.The orthometric height was computed from unverified reset data. KD1319.No vertical observational check was made to the station. KD1319 KD1319.The Laplace correction was computed from DEFLEC99 derived deflections. KD1319 KD1319.The geoid height was determined by GEOID99. KD1319 KD1319; North East Units Scale Converg. KD1319;SPC MO C - 436,395.944 441,844.542 MT 0.99997496 -0 26 02.9 KD1319;UTM 15 - 4,401,508.429 484,690.986 MT 0.99960289 -0 06 51.6 KD1319 KD1319 SUPERSEDED SURVEY CONTROL KD1319 KD1319 NGVD 29 (10/29/03) 239.50 (m) 785.8 (f) RESET 3 KD1319 KD1319.Superseded values are not recommended for survey control. KD1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1319.See file dsdata.txt to determine how the superseded data were derived. KD1319 KD1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8469101508(NAD 83) KD1319_MARKER: DS = TRIANGULATION STATION DISK KD1319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1319_STAMPING: LACLEDE 2 1985 KD1319_MARK LOGO: NGS KD1319_MAGNETIC: N = NO MAGNETIC MATERIAL KD1319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1319+STABILITY: SURFACE MOTION KD1319 KD1319 HISTORY - Date Condition Report By KD1319 HISTORY - 1985 MONUMENTED NGS KD1319 HISTORY - 19851008 GOOD NGS KD1319 KD1319 STATION DESCRIPTION KD1319 KD1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1319'1 MI (1.6 KM) SOUTH ALONG STATE HIGHWAY 5, FROM LACLEDE, TO U.S. KD1319'HIGHWAY 36 AND STATE HIGHWAY 139, THENCE 1.0 MI (1.6 KM) SOUTH ALONG KD1319'STATE HIGHWAY 139 TO A GRAVELED CROSSROAD, THENCE 0.2 MI (0.3 KM) KD1319'RIGHT AND EAST ALONG THE GRAVELED ROAD TO THE MARK ON THE RIGHT, 91.2 KD1319'FT (27.8 M) NORTHEAST FROM A FENCE CORNER POST, 51.3 FT (15.6 M) KD1319'NORTH-NORTHEAST FROM A POWERLINE POLE, 27.0 FT (8.2 M) NORTH FROM THE KD1319'CENTERLINE OF THE ROAD, 7.0 FT (2.1 M) EAST FROM A WITNESS POST, 2.0 KD1319'FT (0.6 M) WEST FROM A WITNESS POST. KD1319 KD1319 STATION RECOVERY (1985) KD1319 KD1319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (GCS) KD1319'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) WEST OF BROOKFIELD, 3.2 KM KD1319'(2.00 MI) SOUTH OF LACLEDE, 2.8 KM (1.75 MI) EAST OF PERSHING STATE KD1319'PARK, IN THE SE 114, SEC 7, T57N, R20W AND ON PROPERTY OWNED BY R I KD1319'CLARKSON, RURAL ROUTE, LACLEDE, MISSOURI 64651. OWNERSHIP-- R I KD1319'CLARKSON, RURAL ROUTE, LACLEDE, MISSOURI 64651. TO REACH THE STATION KD1319'FROM THE JUNCTION OF US HIGHWAY 36 WITH STATE HIGHWAYS 5 AND 139, KD1319'ABOUT 1.6 KM (1.00 MI) SOUTH OF LACLEDE, GO SOUTH ON HIGHWAY 139 FOR KD1319'1.61 KM (1.00 MI) TO A CROSSROAD. TURN RIGHT AND GO WEST ON A KD1319'GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE THE RIGHT. KD1319'THE STATION IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985, SET INTO KD1319'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES IN DIAMETER KD1319'PROJECTING 5 CM OR 2 INCHES ABOVE THE GROUND LOCATED 27.8 M (91.2 FT) KD1319'NE FROM A FENCE CORNER POST, 15.85 M (52.00 FT) NNE FROM A POWERLINE KD1319'POLE, 8.2 M (26.9 FT) N FROM THE CENTERLINE OF THE ROAD, 0.61 M (2.00 KD1319'FT) E FROM A WITNESS POST, AND 0.61 M (2.00 FT) W FROM A WITNESS POST. KD1319'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985, KD1319'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) (3.6 FT) BELOW KD1319'THE SURFACE. REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED KD1319'LACLEDE 2 NO 3 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 KD1319'CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED 24.07 M (78.97 KD1319'FT) NE FROM THE POWERLINE POLE, 13.40 M (43.96 FT) E FROM THE EAST KD1319'WITNESS POST AT THE STATION, 7.6 M (24.9 FT) N FROM THE CENTERLINE OF KD1319'THE ROAD, 0.3 M (1.0 FT) W FROM A WITNESS POST, AND 0.2 M (0.7 FT) KD1319'ABOVE LEVEL WITH THE STATION. REFERENCE MARK NO 4 IS A STANDARD NGS KD1319'DISK STAMPED LACLEDE 2 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE KD1319'MONUMENT 30 CM OR 12 INCHES IN DIAMETER FLUSH WITH GROUND LOCATED KD1319'17.47 M (57.32 FT) E FROM THE FENCE CORNER, 6.55 M (21.49 FT) S FROM KD1319'THE CENTERLINE OF THE ROAD, 1.07 M (3.51 FT) E FROM THE POWERLINE KD1319'POLE, AND 0.1 M (0.3 FT) ABOVE LEVEL WITH THE STATION. AZIMUTH MARK NO KD1319'1 IS A STANDARD NGS DISK STAMPED LACLEDE 2 1985, SET INTO THE TOP OF A KD1319'ROUND CONCRETE MONUMENT 30 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH KD1319'GROUND LOCATED 39.5 M (129.6 FT) E FROM THE CENTERLINE OF A DRIVEWAY, KD1319'7.10 M (23.29 FT) S FROM THE CENTERLINE OF THE ROAD, 0.36 M (1.18 FT) KD1319'N FROM A FENCE CORNER POST, AND 0.61 M (2.00 FT) NW FROM A WITNESS KD1319'POST. TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE KD1319'GRAVELED ROAD FOR 0.32 KM (0.20 MI) TO HIGHWAY 139. CROSS THE HIGHWAY KD1319'AND CONTINUE EAST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE KD1319'MARK ON THE RIGHT. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED KD1319'LACLEDE 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) KD1319'BELOW THE SURFACE. BENCH MARK F 11 1948 IS 30.039 M (98.553 FT) KD1319'NORTHWEST FROM THE STATION IN AZIMUTH 119-04-52 FROM SOUTH. THESE KD1319'VALUES WERE OBTAINED BY GEODETIC INVERSE BECAUSE TALL CORN WAS GROWING KD1319'AT THE SITE AND THE PROPERTY OWNER REQUESTED IT NOT BE DESTROYED. THE KD1319'MARK IS A STANDARD CGS BENCH MARK DISK STAMPED F 11 1930, SET INTO THE KD1319'TOP OF A 36 CM OR 14 INCHES SQUARE CONCRETE MONUMENT THAT IS RECESSED KD1319'25 CM OR 10 INCHES BELOW THE GROUND SURFACE. IT IS 21.9 M (71.9 FT) KD1319'NORTH FROM THE CENTERLINE OF THE ROAD. THE PROPERTY OWNER WAS GIVEN KD1319'PERMISSION TO REMOVE THE BENCH MARK IF IT EVER INTERFERES WITH HIS KD1319'FARMING OPERATIONS BECAUSE THE ELEVATION HAS BEEN TRANSFERRED TO KD1319'STATION LACLEDE 2 AND REFERENCE MARKS 3 AND 4. THE UNDERGROUND MARK KD1319'FOR STATION LACLEDE 1948, WAS LEFT IN PLACE AND IS 7.1728 M (23.5328 KD1319'FT) NORTHEAST OF THE STATION IN AZIMUTH 223-49-06 FROM SOUTH. IT IS A KD1319'STANDARD CGS DISK, STAMPED LACLEDE 1948, SET INTO AN IRREGULAR MASS OF KD1319'CONCRETE 0.61 M (2.00 FT) BELOW THE GROUND SURFACE. THE MARK IS 13.7 KD1319'M (44.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1320 *********************************************************************** KD1320 DESIGNATION - LACLEDE 2 RM 3 KD1320 PID - KD1320 KD1320 STATE/COUNTY- MO/LINN KD1320 USGS QUAD - LACLEDE (1984) KD1320 KD1320 *CURRENT SURVEY CONTROL KD1320 ___________________________________________________________________ KD1320* NAD 83(1997)- 39 45 48.09266(N) 093 10 42.84671(W) ADJUSTED KD1320* NAVD 88 - 239.71 (meters) 786.4 (feet) RESET KD1320 ___________________________________________________________________ KD1320 LAPLACE CORR- 1.87 (seconds) DEFLEC99 KD1320 GEOID HEIGHT- -32.27 (meters) GEOID99 KD1320 KD1320 HORZ ORDER - THIRD KD1320 VERT ORDER - THIRD KD1320 KD1320.The horizontal coordinates were established by classical geodetic methods KD1320.and adjusted by the National Geodetic Survey in April 2002. KD1320 KD1320.The orthometric height was computed from unverified reset data. KD1320.No vertical observational check was made to the station. KD1320 KD1320.The Laplace correction was computed from DEFLEC99 derived deflections. KD1320 KD1320.The geoid height was determined by GEOID99. KD1320 KD1320; North East Units Scale Converg. KD1320;SPC MO C - 436,395.610 441,858.513 MT 0.99997494 -0 26 02.5 KD1320;UTM 15 - 4,401,508.173 484,704.953 MT 0.99960288 -0 06 51.2 KD1320 KD1320 SUPERSEDED SURVEY CONTROL KD1320 KD1320 NGVD 29 (10/29/03) 239.67 (m) 786.3 (f) RESET 3 KD1320 KD1320.Superseded values are not recommended for survey control. KD1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1320.See file dsdata.txt to determine how the superseded data were derived. KD1320 KD1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8470501508(NAD 83) KD1320_MARKER: DR = REFERENCE MARK DISK KD1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1320_STAMPING: LACLEDE 2 RM 3 1985 KD1320_MARK LOGO: NGS KD1320_MAGNETIC: N = NO MAGNETIC MATERIAL KD1320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1320+STABILITY: SURFACE MOTION KD1320 KD1320 HISTORY - Date Condition Report By KD1320 HISTORY - 1985 MONUMENTED NGS KD1320 HISTORY - 19850101 GOOD NGS KD1320 KD1320 STATION DESCRIPTION KD1320 KD1320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1320'2.0 MI (3.2 KM) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE, KD1320'THENCE 0.2 MI (0.3 KM) EAST ALONG A GRAVELED ROAD TO THE MARK ON THE KD1320'RIGHT, AT STATION LACLEDE, 45.85 FT (13.98 M) EAST FROM THE STATION, KD1320'79.0 NORTHEAST FROM A POWERLINE POLE, 25.0 FT (7.6 M) NORTH FROM THE KD1320'CENTERLINE OF THE ROAD. KD1320 KD1320 STATION RECOVERY (1985) KD1320 KD1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 KD1320'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED LACLEDE 2 NO 3 KD1320'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 INCHES KD1320'IN DIAMETER FLUSH WITH GROUND LOCATED 24.07 M (78.97 FT) NE FROM THE KD1320'POWERLINE POLE, 13.40 M (43.96 FT) E FROM THE EAST WITNESS POST AT THE KD1320'STATION, 7.6 M (24.9 FT) N OF THE CENTERLINE OF THE ROAD, 0.3 M (1.0 KD1320'FT) W FROM A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE LEVEL WITH THE KD1320'STATION. REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED LACLEDE 2 KD1320'NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM OR 12 KD1320'INCHES IN DIAMETER FLUSH WITH THE GROUND LOCATED 17.47 M (57.32 FT) E KD1320'FROM THE FENCE CORNER, 6.55 M (21.49 FT) S FROM THE CENTERLINE OF THE KD1320'ROAD, 1.07 M (3.51 FT) E FROM THE POWER LINE POLE, AND 0.1 M (0.3 FT) KD1320'ABOVE LEVEL WITH THE STATION. AZIMUTH MARK NO 1 IS A STANDARD NGS KD1320'DISK STAMPED LACLEDE 2 1985, SET INTO THE TOP OF A ROUND CONCRETE KD1320'MONUMENT 30 CM OR 12.0 INCHES IN DIAMETER FLUSH WITH THE GROUND KD1320'LOCATED 39.5 M (129.6 FT) E FROM THE CENTERLINE OF A DRIVEWAY, 7.10 M KD1320'(23.29 FT) S FROM THE CENTERLINE OF THE ROAD, 0.36 M (1.18 FT) N FROM KD1320'A FENCE CORNER POST, 0.61 M (2.00 FT) NW FROM A WITNESS POST. TO KD1320'REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE GRAVELED ROAD KD1320'FOR 0.32 KM (0.20 MI) TO HIGHWAY 139. CROSS THE HIGHWAY AND CONTINUE KD1320'EAST ON THE GRAVELED ROAD FOR 0.24 KM (0.15 MI) TO THE MARK ON THE KD1320'RIGHT. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED LACLEDE 2 KD1320'LACLEDE 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) KD1320'BELOW THE SURFACE. BENCH MARK F 11 1948, IS 30.039 M (98.553 FT) KD1320'NORTHWEST FROM THE STATION IN AZIMUTH 119-04-52 FROM SOUTH. THESE KD1320'VALUES WERE OBTAINED BY GEODETIC INVERSE BECAUSE TALL CORN WAS GROWING KD1320'AT THE SITE AND THE PROPERTY OWNER REQUESTED IT NOT BE DESTROYED. THE KD1320'MARK IS A STANDARD CGS BENCH MARK DISK STAMPED F 11 1930, SET INTO THE KD1320'TOP OF A 36 CM OR 14 INCH SQUARE CONCRETE MONUMENT THAT IS RECESSED 25 KD1320'CM OR 10 INCHES BELOW THE GROUND SURFACE. IT IS 21.9 M (71.9 FT) KD1320'NORTH FROM THE CENTER OF THE ROAD. THE PROPERTY OWNER WAS GIVEN KD1320'PERMISSION TO REMOVE THE BENCH MARK IF IT EVER INTERFERES WITH HIS KD1320'FARMING OPERATIONS BECAUSE THE ELEVATION HAS BEEN TRANSFERRED TO KD1320'STATION LACLEDE 2, AND REFERENCE MARKS 3 AND 4. THE UNDERGROUND MARK KD1320'FOR THE STATION LACLEDE 1948, WAS LEFT IN PLACE AND IS 7.1728 M KD1320'(23.5328 FT) NORTHEAST OF STATION IN AZIMUTH 223-49-06 FROM SOUTH. IT KD1320'IS A STANDARD CGS DISK STAMPED LACLEDE 1948, SET INTO AN IRREGULAR KD1320'MASS OF CONCRETE 0.61 M (2.00 FT) BELOW THE GROUND SURFACE. THE MARK KD1320'IS 13.7 M (44.9 FT) NORTH FROM THE CENTERLINE OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1321 *********************************************************************** KD1321 DESIGNATION - LACLEDE 2 RM 4 KD1321 PID - KD1321 KD1321 STATE/COUNTY- MO/LINN KD1321 USGS QUAD - LACLEDE (1984) KD1321 KD1321 *CURRENT SURVEY CONTROL KD1321 ___________________________________________________________________ KD1321* NAD 83(1997)- 39 45 47.61791(N) 093 10 43.60773(W) ADJUSTED KD1321* NAVD 88 - 239.40 (meters) 785.4 (feet) RESET KD1321 ___________________________________________________________________ KD1321 LAPLACE CORR- 1.87 (seconds) DEFLEC99 KD1321 GEOID HEIGHT- -32.27 (meters) GEOID99 KD1321 KD1321 HORZ ORDER - THIRD KD1321 VERT ORDER - THIRD KD1321 KD1321.The horizontal coordinates were established by classical geodetic methods KD1321.and adjusted by the National Geodetic Survey in April 2002. KD1321 KD1321.The orthometric height was computed from unverified reset data. KD1321.No vertical observational check was made to the station. KD1321 KD1321.The Laplace correction was computed from DEFLEC99 derived deflections. KD1321 KD1321.The geoid height was determined by GEOID99. KD1321 KD1321; North East Units Scale Converg. KD1321;SPC MO C - 436,381.106 441,840.289 MT 0.99997496 -0 26 03.0 KD1321;UTM 15 - 4,401,493.573 484,686.817 MT 0.99960289 -0 06 51.7 KD1321 KD1321 SUPERSEDED SURVEY CONTROL KD1321 KD1321 NGVD 29 (10/29/03) 239.37 (m) 785.3 (f) RESET 3 KD1321 KD1321.Superseded values are not recommended for survey control. KD1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1321.See file dsdata.txt to determine how the superseded data were derived. KD1321 KD1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE8468701494(NAD 83) KD1321_MARKER: DR = REFERENCE MARK DISK KD1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1321_STAMPING: LACLEDE 2 RM 4 1985 KD1321_MARK LOGO: NGS KD1321_MAGNETIC: N = NO MAGNETIC MATERIAL KD1321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1321+STABILITY: SURFACE MOTION KD1321 KD1321 HISTORY - Date Condition Report By KD1321 HISTORY - 1985 MONUMENTED NGS KD1321 HISTORY - 19850101 GOOD NGS KD1321 KD1321 STATION DESCRIPTION KD1321 KD1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1321'2.0 MI (3.2 KM) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE, KD1321'THENCE 0.2 MI (0.3 KM) EAST ALONG A GRAVELED ROAD, AT STATION LACLEDE KD1321'2, 50.65 FT (15.44 M) SOUTH FROM THE STATION, 21.5 FT (6.6 M) SOUTH KD1321'FROM THE CENTERLINE OF THE ROAD, 57.7 FT (17.6 M) EAST FROM A FENCE KD1321'CORNER, 3.5 FT (1.1 M) EAST FROM A POWERLINE POLE. KD1321 KD1321 STATION RECOVERY (1985) KD1321 KD1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 KD1321'3.2 KM (2.00 MI) SOUTH ALONG STATE HIGHWAY 5, THEN 139, FROM LACLEDE, KD1321'THENCE 0.32 KM (0.20 MI) EAST ALONG A GRAVELED ROAD, AT STATION KD1321'LACLEDE 2, 15.437 M (50.646 FT) SOUTH FROM THE STATION, 6.55 M (21.49 KD1321'FT) SOUTH FROM THE CENTERLINE OF THE ROAD, 17.47 M (57.32 FT) EAST KD1321'FROM A FENCE CORNER, 1.07 M (3.51 FT) EAST FROM A POWER LINE POLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 LE0604 *********************************************************************** LE0604 DESIGNATION - U 10 RESET LE0604 PID - LE0604 LE0604 STATE/COUNTY- MO/LINN LE0604 USGS QUAD - BROWNING (1964) LE0604 LE0604 *CURRENT SURVEY CONTROL LE0604 ___________________________________________________________________ LE0604* NAD 83(1986)- 40 01 33. (N) 093 10 00. (W) SCALED LE0604* NAVD 88 - 229.53 (meters) 753.0 (feet) RESET LE0604 ___________________________________________________________________ LE0604 GEOID HEIGHT- -32.00 (meters) GEOID99 LE0604 LE0604 VERT ORDER - THIRD LE0604 LE0604.The horizontal coordinates were scaled from a topographic map and have LE0604.an estimated accuracy of +/- 6 seconds. LE0604 LE0604.The orthometric height was computed from unverified reset data. LE0604.No vertical observational check was made to the station. LE0604 LE0604.The geoid height was determined by GEOID99. LE0604 LE0604; North East Units Estimated Accuracy LE0604;SPC MO C - 465,530. 443,100. MT (+/- 180 meters Scaled) LE0604 LE0604 SUPERSEDED SURVEY CONTROL LE0604 LE0604 NGVD 29 (10/29/03) 229.52 (m) 753.0 (f) RESET 3 LE0604 LE0604.Superseded values are not recommended for survey control. LE0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. LE0604.See file dsdata.txt to determine how the superseded data were derived. LE0604 LE0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVE857306(NAD 83) LE0604_MARKER: DB = BENCH MARK DISK LE0604_SETTING: 36 = BRIDGE WINGWALL LE0604_STAMPING: U 10 RESET 1977 LE0604_MARK LOGO: MOHC LE0604_MAGNETIC: N = NO MAGNETIC MATERIAL LE0604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL LE0604 LE0604 HISTORY - Date Condition Report By LE0604 HISTORY - 1977 MONUMENTED MOHC LE0604 LE0604 STATION DESCRIPTION LE0604 LE0604'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1977 LE0604'0.75 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD LE0604'FROM BROWNING, IN THE EAST WING OF THE NORTH ABUTMENT OF BRIDGE LE0604'J-100. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1322 *********************************************************************** KD1322 DESIGNATION - V 10 RESET KD1322 PID - KD1322 KD1322 STATE/COUNTY- MO/LINN KD1322 USGS QUAD - LINNEUS (1984) KD1322 KD1322 *CURRENT SURVEY CONTROL KD1322 ___________________________________________________________________ KD1322* NAD 83(1986)- 39 59 51. (N) 093 10 51. (W) SCALED KD1322* NAVD 88 - 227.07 (meters) 745.0 (feet) RESET KD1322 ___________________________________________________________________ KD1322 GEOID HEIGHT- -32.03 (meters) GEOID99 KD1322 KD1322 VERT ORDER - THIRD KD1322 KD1322.The horizontal coordinates were scaled from a topographic map and have KD1322.an estimated accuracy of +/- 6 seconds. KD1322 KD1322.The orthometric height was computed from unverified reset data. KD1322.No vertical observational check was made to the station. KD1322 KD1322.The geoid height was determined by GEOID99. KD1322 KD1322; North East Units Estimated Accuracy KD1322;SPC MO C - 462,390. 441,860. MT (+/- 180 meters Scaled) KD1322 KD1322 SUPERSEDED SURVEY CONTROL KD1322 KD1322 NGVD 29 (10/29/03) 227.06 (m) 744.9 (f) RESET 3 KD1322 KD1322.Superseded values are not recommended for survey control. KD1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1322.See file dsdata.txt to determine how the superseded data were derived. KD1322 KD1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE845274(NAD 83) KD1322_MARKER: DB = BENCH MARK DISK KD1322_SETTING: 36 = BRIDGE WINGWALL KD1322_STAMPING: V 10 RESET 1977 KD1322_MARK LOGO: MOHC KD1322_MAGNETIC: N = NO MAGNETIC MATERIAL KD1322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD1322 KD1322 HISTORY - Date Condition Report By KD1322 HISTORY - 1977 MONUMENTED MOHC KD1322 KD1322 STATION DESCRIPTION KD1322 KD1322'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1977 KD1322'2.8 MILES SOUTH ALONG THE CHICAGO, BURLINGTON, AND QUINCY RAILROAD KD1322'FROM BROWNING, IN THE TOP WEST WALL OF THE NORTH ABUTMENT OF BRIDGE KD1322'J-188R.