1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 KD1153 *********************************************************************** KD1153 DESIGNATION - CATHERINE KD1153 PID - KD1153 KD1153 STATE/COUNTY- MO/LINN KD1153 USGS QUAD - BROOKFIELD (1984) KD1153 KD1153 *CURRENT SURVEY CONTROL KD1153 ___________________________________________________________________ KD1153* NAD 83(1997)- 39 45 43.49866(N) 093 00 28.89271(W) ADJUSTED KD1153* NAVD 88 - 252.26 (+/-2cm) 827.6 (feet) VERTCON KD1153 ___________________________________________________________________ KD1153 LAPLACE CORR- 1.16 (seconds) DEFLEC99 KD1153 GEOID HEIGHT- -32.14 (meters) GEOID99 KD1153 KD1153 HORZ ORDER - THIRD KD1153 VERT ORDER - THIRD ? (See Below) KD1153 KD1153.The horizontal coordinates were established by classical geodetic methods KD1153.and adjusted by the National Geodetic Survey in February 2000. KD1153 KD1153.The NAVD 88 height was computed by applying the VERTCON shift value to KD1153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KD1153.The vertical order pertains to the superseded datum. KD1153 KD1153.The Laplace correction was computed from DEFLEC99 derived deflections. KD1153 KD1153.The geoid height was determined by GEOID99. KD1153 KD1153; North East Units Scale Converg. KD1153;SPC MO C - 436,157.145 456,470.333 MT 0.99995665 -0 19 29.8 KD1153;UTM 15 - 4,401,351.329 499,312.552 MT 0.99960001 -0 00 18.5 KD1153 KD1153: Primary Azimuth Mark Grid Az KD1153:SPC MO C - CATHERINE AZ MK 271 58 42.9 KD1153:UTM 15 - CATHERINE AZ MK 271 39 31.6 KD1153 KD1153|---------------------------------------------------------------------| KD1153| PID Reference Object Distance Geod. Az | KD1153| dddmmss.s | KD1153| KD1141 BUCKLIN MUNICIPAL TANK APPROX.10.4 KM 0770449.3 | KD1153| CL9023 CATHERINE RM 1 28.081 METERS 08040 | KD1153| CL9025 CATHERINE RM 3 35.372 METERS 12844 | KD1153| CL9026 CATHERINE RM 4 32.275 METERS 23656 | KD1153| CL9022 CATHERINE AZ MK 2713913.1 | KD1153| CL9024 CATHERINE RM 2 33.863 METERS 33659 | KD1153|---------------------------------------------------------------------| KD1153 KD1153 SUPERSEDED SURVEY CONTROL KD1153 KD1153 NAD 83(1997)- 39 45 43.49985(N) 093 00 28.89555(W) AD( ) 3 KD1153 NAD 83(1986)- 39 45 43.50100(N) 093 00 28.89719(W) AD( ) 3 KD1153 NAD 27 - 39 45 43.41130(N) 093 00 28.17530(W) AD( ) 3 KD1153 NGVD 29 (07/19/86) 252.23 (m) 827.5 (f) LEVELING 3 KD1153 KD1153.Superseded values are not recommended for survey control. KD1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1153.See file dsdata.txt to determine how the superseded data were derived. KD1153 KD1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE9931301351(NAD 83) KD1153_MARKER: DS = TRIANGULATION STATION DISK KD1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD1153+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2003 KD1153 KD1153 HISTORY - Date Condition Report By KD1153 HISTORY - 1948 MONUMENTED CGS KD1153 HISTORY - 1956 GOOD CGS KD1153 HISTORY - 20030519 GOOD USGS KD1153 KD1153 STATION DESCRIPTION KD1153 KD1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW) KD1153'THE STATION IS LOCATED ABOUT 4.0 MILES EAST-SOUTHEAST OF BUCKLIN, KD1153'2.5 MILES SOUTH-SOUTHWEST OF CATHERINE, AT THE JUNCTION OF US KD1153'HIGHWAY 36, STATE HIGHWAY 5 AND COUNTY ROUTE F. IT IS 60 FEET KD1153'WEST OF THE CENTERLINE OF COUNTY ROUTE F, 34 FEET NORTH OF THE KD1153'CENTERLINE OF HIGHWAY 36 AND 30 FEET SOUTHWEST OF A POWERLINE KD1153'POLE WITH A TRIANGLE BLAZE. THE MARK IS FLUSH WITH THE SURFACE KD1153'OF THE GROUND AND THE DISK IS STAMPED CATHERINE 1948. KD1153' KD1153'REFERENCE MARK NO. 1 IS 92.13 FEET EAST-NORTHEAST OF THE STATION, KD1153'54 FEET NORTH OF THE CENTERLINE OF HIGHWAY 36, 31 FEET EAST OF KD1153'THE CENTERLINE OF COUNTY ROUTE F AND 1 FOOT WEST OF A POWERLINE KD1153'POLE. THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED KD1153'CATHERINE NO 1 1948. KD1153' KD1153'REFERENCE MARK NO. 2 IS 111.10 FEET NORTHWEST OF THE STATION, 134 KD1153'FEET NORTH OF THE CENTERLINE OF HIGHWAY 36 AND 11 FEET SOUTHEAST KD1153'OF A FENCE. THE MARK PROJECTS 6 - INCHES AND THE DISK IS STAMPED KD1153'CATHERINE NO 2 1948. KD1153' KD1153'AZIMUTH MARK IS ABOUT 0.5 MILE WEST-SOUTHWEST OF THE STATION, 28 KD1153'FEET SOUTH OF THE CENTERLINE OF HIGHWAY 36, 8 FEET NORTHWEST OF A KD1153'FENCE CORNER AND 3 FEET NORTH OF THE FENCE. THE MARK PROJECTS 6 KD1153'INCHES AND THE DISK IS STAMPED CATHERINE 1948. KD1153' KD1153'TO REACH FROM THE JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAY KD1153'5, 2.0 MILES NORTH OF MARCELINE, GO WEST ON HIGHWAYS 36 AND KD1153'5 3.65 MILES TO THE JUNCTION OF COUNTY ROUTE F AND THE STATION IN KD1153'THE WEST TRIANGLE FORMED BY PAVED ROADS. CONTINUE ON WEST FROM KD1153'STATION 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT. KD1153' KD1153'A 4 FOOT SIGNAL WILL CLEAR ALL LINES. KD1153' KD1153'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. KD1153 KD1153 STATION RECOVERY (1956) KD1153 KD1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS) KD1153'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN KD1153'GOOD CONDITION, EXCEPT REFERENCE MARK NO. 2 WHICH HAD BEEN KD1153'DESTROYED BY ROAD WORK ON U.S. HIGHWAY 36. REFERENCE MARK KD1153'NO. 1 WOULD BE DESTROYED, ALSO. TWO NEW REFERENCE MARKS WERE KD1153'ESTABLISHED. THERE ARE OTHER CHANGES, SO A COMPLETE DESCRIPTION KD1153'FOLLOWS. KD1153' KD1153'STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF BUCKLIN AND 2 KD1153'AND 1/2 MILES SOUTH-SOUTHWEST OF CATHERINE AT THE JUNCTION OF KD1153'U.S. HIGHWAY 36 AND COUNTY ROUTE F NORTH, 60 FEET WEST OF THE KD1153'CENTER OF COUNTY ROUTE F, 40 FEET SOUTH OF THE CENTER OF NEW KD1153'U.S. HIGHWAY 36, AND 34 FEET NORTH OF THE CENTER OF OLD U.S. KD1153'HIGHWAY 36. THE MARK IS FLUSH WITH THE SURFACE OF THE GROUND KD1153'AND THE DISK IS STAMPED CATHERINE 1948. KD1153' KD1153'REFERENCE MARK NO. 3 IS SOUTHEAST OF STATION, 34 FEET SOUTH OF THE KD1153'CENTER OF OLD U.S. HIGHWAY 36, 32 FEET EAST OF THE CENTER KD1153'OF A GRAVEL ROAD, AND 2 FEET EAST OF A TELEPHONE POLE. THE MARK KD1153'IS FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS STAMPED KD1153'CATHERINE NO 3 1948. KD1153' KD1153'REFERENCE MARK NO. 4 IS SOUTHWEST OF STATION, 53 FEET WEST-NORTHWEST KD1153'OF THE NORTHWEST CORNER OF BARN, 28 FEET SOUTH OF THE CENTER OF KD1153'OLD U.S. HIGHWAY 36, AND 1 FOOT NORTH OF FENCE. THE MARK PROJECTS KD1153'4 INCHES AND THE DISK IS STAMPED CATHERINE NO 4 1958. KD1153' KD1153'AZIMUTH MARK IS 0.5 MILE WEST OF STATION, 28 FEET SOUTH OF U.S. KD1153'HIGHWAY 36 (OLD), 8 FEET NORTHWEST OF A FENCE CORNER AND 3 KD1153'FEET NORTH OF FENCE. THE MARK PROJECTS 6 INCHES AND THE DISK KD1153'IS STAMPED CATHERINE 1948. KD1153' KD1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE KD1153'HIGHWAY 5 WHICH IS 2 MILES NORTH OF MARCELINE, GO WEST ON U.S. KD1153'HIGHWAY 36 AND STATE HIGHWAY 5 FOR 3.65 MILES TO THE JUNCTION OF KD1153'COUNTY ROUTE F NORTH AND THE STATION ON THE LEFT AS DESCRIBED. KD1153'CONTINUE WEST OF U.S. HIGHWAY 36 FOR 0.5 MILE TO THE AZIMUTH MARK KD1153'ON THE LEFT. KD1153 KD1153 STATION RECOVERY (2003) KD1153 KD1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM) KD1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE KD1153'HIGHWAY 5 WHICH IS 2 MILES NORTH OF MARCELINE, GO WEST ON U.S. HIGHWAY KD1153'36 AND STATE HIGHWAY 5 FOR 3.65 MILES TO THE JUNCTION OF COUNTY ROUTE KD1153'F NORTH AND THE STATION IS SOUTHWEST OF THE INTERSECTION. KD1153'APPROXIMATELY 40 FEET SOUTH OF EAST BOUND LANE OF HIGHWAY 36. KD1153'PREVIOUSLY NOTED OLD HIGHWAY. 36 IN NOW A COMMON GRAVEL ROAD. AN KD1153'ORANGE PLASTIC WITNESS POST MARKS STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 KD0318 *********************************************************************** KD0318 DESIGNATION - D 120 RESET KD0318 PID - KD0318 KD0318 STATE/COUNTY- MO/LINN KD0318 USGS QUAD - BROOKFIELD (1984) KD0318 KD0318 *CURRENT SURVEY CONTROL KD0318 ___________________________________________________________________ KD0318* NAD 83(1986)- 39 47 05. (N) 093 04 29. (W) SCALED KD0318* NAVD 88 - 229.51 (+/-2cm) 753.0 (feet) VERTCON KD0318 ___________________________________________________________________ KD0318 GEOID HEIGHT- -32.17 (meters) GEOID99 KD0318 KD0318 VERT ORDER - THIRD (See Below) KD0318 KD0318.The horizontal coordinates were scaled from a topographic map and have KD0318.an estimated accuracy of +/- 6 seconds. KD0318 KD0318.The NAVD 88 height was computed by applying the VERTCON shift value to KD0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KD0318.The vertical order pertains to the superseded datum. KD0318 KD0318.The geoid height was determined by GEOID99. KD0318 KD0318; North East Units Estimated Accuracy KD0318;SPC MO C - 438,710. 450,770. MT (+/- 180 meters Scaled) KD0318 KD0318 SUPERSEDED SURVEY CONTROL KD0318 KD0318 NGVD 29 (??/??/??) 229.48 (m) 752.9 (f) RESET 3 KD0318 KD0318.Superseded values are not recommended for survey control. KD0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0318.See file dsdata.txt to determine how the superseded data were derived. KD0318 KD0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVE936038(NAD 83) KD0318_MARKER: DB = BENCH MARK DISK KD0318_SETTING: 36 = BRIDGE KD0318_STAMPING: D 120 RESET 1941 KD0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD0318+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2003 KD0318 KD0318 HISTORY - Date Condition Report By KD0318 HISTORY - 1941 MONUMENTED CGS KD0318 HISTORY - 1967 GOOD NGS KD0318 HISTORY - 20030520 GOOD USGS KD0318 KD0318 STATION DESCRIPTION KD0318 KD0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 KD0318'IN BROOKFIELD. KD0318'AT BROOKFIELD, LINN COUNTY, 3 RAILS EAST OF THE CHICAGO, KD0318'BURLINGTON AND QUINCY RAILROAD STATION, AT THE BRIDGE OVER MAIN KD0318'STREET, IN THE TOP OF THE NORTH END OF THE NORTHWEST WING WALL, KD0318'AND 38 FEET WEST OF THE CENTERLINE OF MAIN STREET. A STANDARD KD0318'DISK, STAMPED D 120 RESET 1941. KD0318 KD0318 STATION RECOVERY (1967) KD0318 KD0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 KD0318'RECOVERED IN GOOD CONDITION. KD0318 KD0318 STATION RECOVERY (2003) KD0318 KD0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM) KD0318'STATION IS SUITIBLE FOR GPS OBSERVATION WITH ROVER, BUT NOT KD0318'RECOMMENDED FOR USE AS BASE STATION DUE TO BEING LOCATED ABOVE GROUND KD0318'LEVEL ON WING WALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2003 KD1143 *********************************************************************** KD1143 DESIGNATION - PTS 37 F RESET KD1143 PID - KD1143 KD1143 STATE/COUNTY- MO/LINN KD1143 USGS QUAD - BUCKLIN (1979) KD1143 KD1143 *CURRENT SURVEY CONTROL KD1143 ___________________________________________________________________ KD1143* NAD 83(1997)- 39 46 50.85220(N) 092 53 25.57031(W) ADJUSTED KD1143* NAVD 88 - 277.31 (+/-2cm) 909.8 (feet) VERTCON KD1143 ___________________________________________________________________ KD1143 LAPLACE CORR- 0.81 (seconds) DEFLEC99 KD1143 GEOID HEIGHT- -32.06 (meters) GEOID99 KD1143 KD1143 HORZ ORDER - SECOND KD1143 VERT ORDER - THIRD ? (See Below) KD1143 KD1143.The horizontal coordinates were established by classical geodetic methods KD1143.and adjusted by the National Geodetic Survey in February 2000. KD1143 KD1143.The NAVD 88 height was computed by applying the VERTCON shift value to KD1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KD1143.The vertical order pertains to the superseded datum. KD1143 KD1143.The Laplace correction was computed from DEFLEC99 derived deflections. KD1143 KD1143.The geoid height was determined by GEOID99. KD1143 KD1143; North East Units Scale Converg. KD1143;SPC MO C - 438,183.787 466,554.962 MT 0.99994710 -0 14 59.4 KD1143;UTM 15 - 4,403,433.507 509,382.171 MT 0.99960108 +0 04 12.4 KD1143 KD1143 SUPERSEDED SURVEY CONTROL KD1143 KD1143 NAD 83(1997)- 39 46 50.85311(N) 092 53 25.57456(W) AD( ) 2 KD1143 NAD 83(1986)- 39 46 50.85467(N) 092 53 25.57635(W) AD( ) 2 KD1143 NAD 27 - 39 46 50.76120(N) 092 53 24.86770(W) AD( ) 2 KD1143 NGVD 29 (07/19/86) 277.28 (m) 909.7 (f) LEVELING 3 KD1143 KD1143.Superseded values are not recommended for survey control. KD1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1143.See file dsdata.txt to determine how the superseded data were derived. KD1143 KD1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWE0938203434(NAD 83) KD1143_MARKER: DB = BENCH MARK DISK KD1143_SETTING: 0 = UNSPECIFIED SETTING KD1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KD1143 KD1143 HISTORY - Date Condition Report By KD1143 HISTORY - 1924 MONUMENTED CGS KD1143 HISTORY - 1948 GOOD CGS KD1143 HISTORY - 1966 GOOD CGS KD1143 HISTORY - 20030519 POOR USGS KD1143 KD1143 STATION DESCRIPTION KD1143 KD1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (MEW) KD1143'THE STATION IS LOCATED IN THE TOWN OF BUCKLIN, ABOUT 0.05 MILE KD1143'SOUTH OF THE OVERPASS OVER THE SANTA FE RAILROAD. IT IS IN THE KD1143'NORTHEAST CORNER OF A SCHOOL YARD, 31 FEET SOUTHWEST OF THE KD1143'CENTERLINE OF THE STREET, 25 FEET SOUTHEAST OF A 10 INCH ELM KD1143'TREE, AND 4 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A CURBING KD1143'AROUND THE SIDEWALK. IT IS A USGS BM DISK SET IN THE TOP OF A KD1143'6 INCH CONCRETE POST, WHICH PROJECTS 2 INCHES. THE DISK IS KD1143'STAMPED PRIM TRAV STA NO 37F 1920 1924 ELEV. 910. KD1143' KD1143'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM TRIANGULATION KD1143'STATION BUCKLIN WHICH IS JUST WEST-NORTHWEST OF THE STATION. KD1143'THE DISTANCE IS 127.913 METERS OR 419.66 FEET. KD1143 KD1143 STATION RECOVERY (1966) KD1143 KD1143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB) KD1143'THE MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED AND FOUND IN GOOD KD1143'CONDITION. KD1143 KD1143 STATION RECOVERY (2003) KD1143 KD1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2003 (MSM) KD1143'POINT WAS FOUND AT INTERSECTION OF NEW CHURCH DRIVEWAY AND PAVED ROAD. KD1143'APPEARED TO HAVE BEEN DISTURBED BY MACHINERY.