1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0369 *********************************************************************** KD0369 DESIGNATION - C 214 RESET KD0369 PID - KD0369 KD0369 STATE/COUNTY- MO/SALINE KD0369 USGS QUAD - MIAMI (1979) KD0369 KD0369 *CURRENT SURVEY CONTROL KD0369 ___________________________________________________________________ KD0369* NAD 83(1986)- 39 20 14. (N) 093 08 51. (W) SCALED KD0369* NAVD 88 - 218.11 (meters) 715.6 (feet) RESET KD0369 ___________________________________________________________________ KD0369 GEOID HEIGHT- -32.49 (meters) GEOID99 KD0369 KD0369 VERT ORDER - THIRD KD0369 KD0369.The horizontal coordinates were scaled from a topographic map and have KD0369.an estimated accuracy of +/- 6 seconds. KD0369 KD0369.The orthometric height was computed from unverified reset data. KD0369.No vertical observational check was made to the station. KD0369 KD0369.The geoid height was determined by GEOID99. KD0369 KD0369; North East Units Estimated Accuracy KD0369;SPC MO C - 389,070. 444,180. MT (+/- 180 meters Scaled) KD0369 KD0369 SUPERSEDED SURVEY CONTROL KD0369 KD0369 NGVD 29 (10/29/03) 218.09 (m) 715.5 (f) RESET 3 KD0369 KD0369.Superseded values are not recommended for survey control. KD0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0369.See file dsdata.txt to determine how the superseded data were derived. KD0369 KD0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD872542(NAD 83) KD0369_MARKER: DB = BENCH MARK DISK KD0369_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND KD0369_STAMPING: C 214 RESET 1973 KD0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KD0369 KD0369 HISTORY - Date Condition Report By KD0369 HISTORY - 1973 MONUMENTED NGS KD0369 HISTORY - 1973 GOOD NGS KD0369 KD0369 STATION DESCRIPTION KD0369 KD0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 KD0369'4.3 MI E FROM MIAMI. KD0369'0.05 MILE SOUTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF KD0369'THE MIAMI BRIDGE ACROSS THE MISSOURI RIVER AT MIAMI, THENCE KD0369'4.25 MILES EAST ALONG A NEW ROAD TO A CROSS ROAD AND THE MARK KD0369'ABOUT 0.05 MILE SOUTH ON EAST RIGHT-OF-WAY OF NORTH-SOUTH KD0369'GRAVELED ROAD, 35 FEET EAST OF CENTER OF GRAVELED ROAD, 6 FEET KD0369'SOUTH OF A POWER POLE AND 1 FOOT WEST OF A METAL WITNESS POST. KD0369'A STANDARD DISK STAMPED C 214 RESET 1973, CRIMPED TO THE TOP KD0369'OF A 5/8 INCH COPPER COATED ROD WITH A STEEL PLATE BOLTED AT THE KD0369'BOTTOM AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0728 *********************************************************************** JD0728 DESIGNATION - D 97 RESET JD0728 PID - JD0728 JD0728 STATE/COUNTY- MO/SALINE JD0728 USGS QUAD - HOUSTONIA (1973) JD0728 JD0728 *CURRENT SURVEY CONTROL JD0728 ___________________________________________________________________ JD0728* NAD 83(1986)- 38 58 18. (N) 093 17 54. (W) SCALED JD0728* NAVD 88 - 222.45 (meters) 729.8 (feet) RESET JD0728 ___________________________________________________________________ JD0728 GEOID HEIGHT- -32.63 (meters) GEOID99 JD0728 JD0728 VERT ORDER - THIRD JD0728 JD0728.The horizontal coordinates were scaled from a topographic map and have JD0728.an estimated accuracy of +/- 6 seconds. JD0728 JD0728.The orthometric height was computed from unverified reset data. JD0728 JD0728.The geoid height was determined by GEOID99. JD0728 JD0728; North East Units Estimated Accuracy JD0728;SPC MO C - 348,590. 430,820. MT (+/- 180 meters Scaled) JD0728 JD0728 SUPERSEDED SURVEY CONTROL JD0728 JD0728.No superseded survey control is available for this station. JD0728 JD0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD741136(NAD 83) JD0728_MARKER: DB = BENCH MARK DISK JD0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0728_STAMPING: D 97 1935 RESET 1961 JD0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0728+STABILITY: SURFACE MOTION JD0728 JD0728 HISTORY - Date Condition Report By JD0728 HISTORY - 1961 MONUMENTED CGS JD0728 JD0728 STATION DESCRIPTION JD0728 JD0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 JD0728'0.8 MI N FROM SWEET SPRINGS. JD0728'THIS BENCH MARK IS LOCATED 0.8 MILE NORTH ALONG STATE HIGHWAY 127 JD0728'FROM THE MISSOURI PACIFIC RAILROAD TRACKS IN SWEET SPRINGS, JD0728'THENCE 6.2 MILES EAST ALONG INTERSTATE HIGHWAY 70, AT THE TOP JD0728'OF A GRADE, 1.4 MILES WEST OF THE OVERPASS FOR COUNTY ROAD YY, JD0728'318 FEET EAST OF T-FENCE INTERSECTION, 193 FEET EAST OF THE JD0728'CENTER OF MANHOLE COVER FOR TELEPHONE CABLE WHICH IS ABOUT 2 JD0728'FEET SOUTH OF PAVEMENT FOR THE SOUTH ACCESS ROAD WHICH IS OLD JD0728'U.S. HIGHWAY 40, 28 FEET SOUTH OF THE CENTERLINE OF THE SOUTH JD0728'ACCESS ROAD (OLD U.S. HIGHWAY 40), 1 FOOT NORTH OF THE SOUTH JD0728'RIGHT-OF-WAY FENCE AND A STEEL WITNESS POST, AND SET IN A JD0728'CONCRETE POST, WHICH PROJECTS 4 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0734 *********************************************************************** JD0734 DESIGNATION - E 97 RESET JD0734 PID - JD0734 JD0734 STATE/COUNTY- MO/SALINE JD0734 USGS QUAD - HOUSTONIA (1973) JD0734 JD0734 *CURRENT SURVEY CONTROL JD0734 ___________________________________________________________________ JD0734* NAD 83(1997)- 38 58 16.59505(N) 093 15 14.68828(W) ADJUSTED JD0734* NAVD 88 - 217.04 (meters) 712.1 (feet) RESET JD0734 ___________________________________________________________________ JD0734 LAPLACE CORR- 0.63 (seconds) DEFLEC99 JD0734 GEOID HEIGHT- -32.62 (meters) GEOID99 JD0734 JD0734 HORZ ORDER - THIRD JD0734 VERT ORDER - THIRD JD0734 JD0734.The horizontal coordinates were established by classical geodetic methods JD0734.and adjusted by the National Geodetic Survey in February 2000. JD0734.No horizontal observational check was made to the station. JD0734 JD0734.The orthometric height was computed from unverified reset data. JD0734 JD0734.The Laplace correction was computed from DEFLEC99 derived deflections. JD0734 JD0734.The geoid height was determined by GEOID99. JD0734 JD0734; North East Units Scale Converg. JD0734;SPC MO C - 348,512.707 434,654.310 MT 0.99998589 -0 28 27.4 JD0734;UTM 15 - 4,313,619.796 477,989.853 MT 0.99960597 -0 09 35.3 JD0734 JD0734 SUPERSEDED SURVEY CONTROL JD0734 JD0734 NAD 83(1997)- 38 58 16.59855(N) 093 15 14.69129(W) AD( ) 3 JD0734 NAD 83(1986)- 38 58 16.60249(N) 093 15 14.69015(W) AD( ) 3 JD0734 NAD 27 - 38 58 16.53233(N) 093 15 13.94129(W) AD( ) 3 JD0734 NGVD 29 (??/??/??) 217.00 (m) 711.9 (f) RESET 3 JD0734 JD0734.Superseded values are not recommended for survey control. JD0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD0734.See file dsdata.txt to determine how the superseded data were derived. JD0734 JD0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD7799013620(NAD 83) JD0734_MARKER: DB = BENCH MARK DISK JD0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JD0734_STAMPING: E 97 1935 RESET 1961 JD0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD0734+STABILITY: SURFACE MOTION JD0734 JD0734 HISTORY - Date Condition Report By JD0734 HISTORY - 1961 MONUMENTED CGS JD0734 HISTORY - 1961 GOOD CGS JD0734 JD0734 STATION DESCRIPTION JD0734 JD0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 JD0734'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY JD0734'70 AND STATE HIGHWAY 127 JUST NORTH OF SWEET SPRINGS, GO EAST JD0734'ON INTERSTATE HIGHWAY 70 FOR 8.7 MILES TO A GRADED ROAD SOUTH JD0734'AND THE STATION ON THE LEFT OR NORTH SIDE OF THE HIGHWAY NEAR JD0734'THE FORMER SITE OF THE GLENWOOD RURAL SCHOOL. THIS STATION JD0734'MAY BE REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND JD0734'U.S. HIGHWAY 65 BY GOING WEST ON INTERSTATE HIGHWAY 70 FOR JD0734'1.2 MILES TO THE BLACKWATER RIVER BRIDGE. CONTINUE WEST OF JD0734'INTERSTATE HIGHWAY 70 FOR 1.5 MILES TO THE STATION ON THE JD0734'RIGHT. JD0734' JD0734'BENCH MARK E 97 RESET 1961, 208 FEET JD0734'NORTH OF THE CENTER OF INTERSTATE HIGHWAY 70, 200 FEET WEST JD0734'OF A POWER POLE, 182 FEET WEST OF THE CENTER OF A TRACK ROAD, JD0734'2 FEET WEST OF HIGHWAY SURVEY STATION 686 PLUS 00, AND 1 FOOT JD0734'WEST OF A NEW STEEL WITNESS POST. IT IS SET IN A 12-INCH JD0734'SQUARE CONCRETE POST PROJECTING 8 INCHES AND THE STANDARD JD0734'BENCH MARK DISK IS STAMPED E 97 1935 RESET 1961. THE ELEVATION JD0734'OF THIS BENCH MARK IS 711.925 FEET. JD0734 JD0734 STATION RECOVERY (1961) JD0734 JD0734'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 JD0734'9.7 MI NE FROM SWEET SPRINGS. JD0734'THIS MARK IS LOCATED 0.8 MILE NORTH ALONG A GRAVEL ROAD FROM JD0734'THE MISSOURI PACIFIC RAILROAD STATION AT SWEET SPRINGS, THENCE JD0734'8.9 MILES EAST ALONG U.S. HIGHWAY 40 TO WHERE CONSTRUCTION JD0734'FOR NEW INTERSTATE HIGHWAY 70 STARTS AND GOES EAST, 2.8 MILE JD0734'WEST OF THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY JD0734'65, 1.5 MILES WEST OF THE BLACKWATER RIVER BRIDGE, 208 FEET JD0734'NORTH OF THE CENTER OF INTERSTATE HIGHWAAY 70, 200 FEET WEST OF A JD0734'POWER POLE, 182 FEET WEST OF THE CENTER OF TRACK ROAD, 68.55 JD0734'FEET EAST OF TRIANGULATION STATION GLENWOOD 2 1961, 2 FEET WEST OF JD0734'HIGHWAY STATION 686 - 00, AND ONE FOOT WEST OF A NEW STEEL JD0734'WITNESS POST. SET IN THE TOP OF A CONCRETE POST PROJECTING JD0734'8 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2801 *********************************************************************** JD2801 DESIGNATION - F 97 RESET JD2801 PID - JD2801 JD2801 STATE/COUNTY- MO/SALINE JD2801 USGS QUAD - LONGWOOD (1979) JD2801 JD2801 *CURRENT SURVEY CONTROL JD2801 ___________________________________________________________________ JD2801* NAD 83(1986)- 38 58 01. (N) 093 13 26. (W) SCALED JD2801* NAVD 88 - 197.74 (+/-2cm) 648.8 (feet) VERTCON JD2801 ___________________________________________________________________ JD2801 GEOID HEIGHT- -32.61 (meters) GEOID99 JD2801 JD2801 VERT ORDER - THIRD (See Below) JD2801 JD2801.The horizontal coordinates were scaled from a topographic map and have JD2801.an estimated accuracy of +/- 6 seconds. JD2801 JD2801.The NAVD 88 height was computed by applying the VERTCON shift value to JD2801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JD2801.The vertical order pertains to the superseded datum. JD2801 JD2801.The geoid height was determined by GEOID99. JD2801 JD2801; North East Units Estimated Accuracy JD2801;SPC MO C - 348,010. 437,270. MT (+/- 180 meters Scaled) JD2801 JD2801 SUPERSEDED SURVEY CONTROL JD2801 JD2801 NGVD 29 (10/29/03) 197.66 (m) 648.5 (f) RESET 3 JD2801 JD2801.Superseded values are not recommended for survey control. JD2801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2801.See file dsdata.txt to determine how the superseded data were derived. JD2801 JD2801_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD806131(NAD 83) JD2801_MARKER: DB = BENCH MARK DISK JD2801_SETTING: 36 = BRIDGE WINGWALL JD2801_STAMPING: F 97 RESET 1977 JD2801_MARK LOGO: NGS JD2801_MAGNETIC: N = NO MAGNETIC MATERIAL JD2801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JD2801 JD2801 HISTORY - Date Condition Report By JD2801 HISTORY - 1977 MONUMENTED NGS JD2801 JD2801 STATION DESCRIPTION JD2801 JD2801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 JD2801'0.95 MILES WEST ON INTERSTATE 70 FROM THE TOP OF OVERPASS AT THE JD2801'JUNCTION OF U.S. HIGHWAY 65 AND INTERSTATE 70 ABOUT 11.0 MILES SOUTH JD2801'OF MARSHALL, IN THE NORTHEAST WINGWALL OF EAST BOUND LANE OF BRIDGE JD2801'OVER BLACKWATER RIVER. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1325 *********************************************************************** KD1325 DESIGNATION - LEONARD 2 KD1325 PID - KD1325 KD1325 STATE/COUNTY- MO/SALINE KD1325 USGS QUAD - BLACKBURN (1978) KD1325 KD1325 *CURRENT SURVEY CONTROL KD1325 ___________________________________________________________________ KD1325* NAD 83(1997)- 39 05 59.70871(N) 093 23 06.64240(W) ADJUSTED KD1325* NAVD 88 - 255.48 (meters) 838.2 (feet) RESET KD1325 ___________________________________________________________________ KD1325 LAPLACE CORR- 0.59 (seconds) DEFLEC99 KD1325 GEOID HEIGHT- -32.58 (meters) GEOID99 KD1325 KD1325 HORZ ORDER - FIRST KD1325 VERT ORDER - THIRD KD1325 KD1325.The horizontal coordinates were established by classical geodetic methods KD1325.and adjusted by the National Geodetic Survey in November 2001. KD1325 KD1325.The orthometric height was computed from unverified reset data. KD1325.No vertical observational check was made to the station. KD1325 KD1325.The Laplace correction was computed from DEFLEC99 derived deflections. KD1325 KD1325.The geoid height was determined by GEOID99. KD1325 KD1325; North East Units Scale Converg. KD1325;SPC MO C - 362,895.747 423,432.614 MT 1.00000549 -0 33 29.8 KD1325;UTM 15 - 4,327,935.413 466,693.633 MT 0.99961366 -0 14 34.5 KD1325 KD1325: Primary Azimuth Mark Grid Az KD1325:SPC MO C - LEONARD 2 AZ MK 269 11 47.6 KD1325:UTM 15 - LEONARD 2 AZ MK 268 52 52.3 KD1325 KD1325|---------------------------------------------------------------------| KD1325| PID Reference Object Distance Geod. Az | KD1325| dddmmss.s | KD1325| KD1326 LEONARD 2 RM 4 21.948 METERS 01527 | KD1325| AJ6866 MARSHALL MUN TANK 09732 | KD1325| KD0445 LEONARD RM 3 85.376 METERS 22322 | KD1325| KD0446 LEONARD 59.684 METERS 22642 | KD1325| KD1328 LEONARD 2 AZ MK APPROX. 1.1 KM 2683817.8 | KD1325| KD0448 LEONARD AZ MK 26902 | KD1325| KD1327 LEONARD 2 RM 5 22.127 METERS 27401 | KD1325|---------------------------------------------------------------------| KD1325 KD1325 SUPERSEDED SURVEY CONTROL KD1325 KD1325 NGVD 29 (10/29/03) 255.40 (m) 837.9 (f) RESET 3 KD1325 KD1325.Superseded values are not recommended for survey control. KD1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1325.See file dsdata.txt to determine how the superseded data were derived. KD1325 KD1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6669427935(NAD 83) KD1325_MARKER: DB = BENCH MARK DISK KD1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1325_STAMPING: LEONARD 2 1985 KD1325_MARK LOGO: NGS KD1325_MAGNETIC: N = NO MAGNETIC MATERIAL KD1325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1325+STABILITY: SURFACE MOTION KD1325 KD1325 HISTORY - Date Condition Report By KD1325 HISTORY - 1985 MONUMENTED NGS KD1325 HISTORY - 19850516 GOOD NGS KD1325 KD1325 STATION DESCRIPTION KD1325 KD1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1325'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER KD1325'THE RAILROAD IN MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST KD1325'ALONG STATE HIGHWAY 20, IN THE NORTHWEST ANGLE OF A ROAD KD1325'INTERSECTION, 121.0 NORTH FROM THE CENTERLINE OF THE HIGHWAY, 112.0 KD1325'WEST FROM THE CENTERLINE OF A GRADED ROAD, 4.4 FT (1.3 M) SOUTHWEST KD1325'FROM A FENCE CORNER POST, 3.0 FT (0.9 M) SOUTH FROM A FENCE. KD1325 KD1325 STATION RECOVERY (1985) KD1325 KD1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO) KD1325'THE STATION IS LOCATED ABOUT 8.8 KM (5.45 MI) E OF BLACKBURN, 3.2 KM KD1325'(2.00 MI) S OF MT LEONARD, 0.8 KM (0.50 MI) E OF THE E JUNCTION OF KD1325'STATE HWYS 20 AND 127, AT A GRADED CROSSROAD AND ON THE N RIGHT-OF-WAY KD1325'OF STATE HWY 20. CONTACT THE MISSOURI HWY AND TRANSPORTATION KD1325'DEPARTMENT, POST OFFICE BOX 172, MARSHALL, MISSOURI 65346. TO REACH KD1325'THE STATION FROM THE STATE HWY 127 OVERPASS BRIDGE OVER THE RAILROAD KD1325'AT MY LEONARD, GO S ON HWY 127 FOR 2.74 KM (1.70 MI) TO THE JUNCTION KD1325'WITH STATE HWY 20. TURN LEFT AND GO E ON HIGHWAY 20 FOR 0.72 KM (0.45 KD1325'MI) TO A CROSSROAD AND THE STATION ON THE LEFT, IN THE NW ANGLE OF THE KD1325'INTERSECTION. THE STATION IS A STANDARD NGS DISK STAMPED LEONARD 2 KD1325'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR KD1325'30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 121.0 FT (36.9 M) N FROM KD1325'THE CENTERLINE OF THE HWY, 112.0 FT (34.1 M) W FROM THE CENTERLINE OF KD1325'THE GRADED ROAD, 4.4 FT (1.3 M) SW FROM A FENCE CORNER POST AND A KD1325'RIGHT-OF-WAY MARKER, 3.0 FT (0.9 M) S FROM A FENCE, AND 2.0 FT (0.6 M) KD1325'E FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD NGS DISK KD1325'STAMPED LEONARD 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE 3.5 FT KD1325'(1.1 M) BELOW THE SURFACE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK KD1325'STAMPED LEONARD 2 NO 4 1985, SET INTO THE TOP OF A ROUND CONCRETE KD1325'MONUMENT 12.0 INCHES OR 30.0 IN DIAMETER FLUSH WITH GROUND LOCATED KD1325'190.0 FT (57.9 M) N FROM THE CENTERLINE OF THE HWY, 100.0 FT (30.5 M) KD1325'W FROM THE CENTERLINE OF THE GRADED ROAD, 69.0 FT (21.0 M) NE FROM THE KD1325'FENCE CORNER AT THE STATION, 38.5 FT (11.7 M) SW FROM ANOTHER FENCE KD1325'CORNER AND A RIGHT-OF-WAY MARKER, AND 1.08 FT (0.33 M) LOWER THAN THE KD1325'STATION. REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED LEONARD 2 KD1325'NO 5 1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES KD1325'OR 30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 185.0 FT (56.4 M) W KD1325'FROM THE CENTERLINE OF THE GRADED ROAD, 123.0 FT (37.5 M) N FROM THE KD1325'CENTERLINE OF THE HWY, 75.5 FT (23.0 M) W FROM THE FENCE CORNER, 2.0 KD1325'FT (0.6 M) S FROM AN E/W FENCE, AND 1.62 FT (0.49 M) HIGHER THAN THE KD1325'STATION. AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED LEONARD 2 KD1325'1985, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12.0 INCHES OR KD1325'30.0 CM IN DIAMETER FLUSH WITH GROUND LOCATED 99.0 FT (30.2 M) S FROM KD1325'THE CENTERLINE OF STATE HWY 20, 61.0 FT (18.6 M) E FROM THE CENTERLINE KD1325'OF THE GRAVELED ROAD, 94.3 FT (28.7 M) ENE FROM THE NE CORNER OF A KD1325'CONCRETE BLOCK BUILDING, AND 1.2 FT (0.4 M) W FROM A WITNESS POST. KD1325'ALL MARKS ARE BENCH MARKS. REFERENCE MARK 3 MAY BE BURIED UNDER 2 FT KD1325'(0.6 M) OF FILL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1328 *********************************************************************** KD1328 DESIGNATION - LEONARD 2 AZ MK KD1328 PID - KD1328 KD1328 STATE/COUNTY- MO/SALINE KD1328 USGS QUAD - BLACKBURN (1978) KD1328 KD1328 *CURRENT SURVEY CONTROL KD1328 ___________________________________________________________________ KD1328* NAD 83(1997)- 39 05 58.84715(N) 093 23 53.01907(W) ADJUSTED KD1328* NAVD 88 - 247.07 (meters) 810.6 (feet) RESET KD1328 ___________________________________________________________________ KD1328 LAPLACE CORR- 0.69 (seconds) DEFLEC99 KD1328 GEOID HEIGHT- -32.59 (meters) GEOID99 KD1328 KD1328 HORZ ORDER - FIRST KD1328 VERT ORDER - THIRD KD1328 KD1328.The horizontal coordinates were established by classical geodetic methods KD1328.and adjusted by the National Geodetic Survey in November 2001. KD1328 KD1328.The orthometric height was computed from unverified reset data. KD1328.No vertical observational check was made to the station. KD1328 KD1328.The Laplace correction was computed from DEFLEC99 derived deflections. KD1328 KD1328.The geoid height was determined by GEOID99. KD1328 KD1328; North East Units Scale Converg. KD1328;SPC MO C - 362,880.117 422,318.012 MT 1.00000761 -0 33 59.1 KD1328;UTM 15 - 4,327,913.657 465,579.571 MT 0.99961459 -0 15 03.8 KD1328 KD1328: Primary Azimuth Mark Grid Az KD1328:SPC MO C - LEONARD RM 3 092 29 18.8 KD1328:UTM 15 - LEONARD RM 3 092 10 23.5 KD1328 KD1328|---------------------------------------------------------------------| KD1328| PID Reference Object Distance Geod. Az | KD1328| dddmmss.s | KD1328| KD0445 LEONARD RM 3 APPROX. 1.1 KM 0915519.7 | KD1328|---------------------------------------------------------------------| KD1328 KD1328 SUPERSEDED SURVEY CONTROL KD1328 KD1328 NGVD 29 (10/29/03) 246.99 (m) 810.3 (f) RESET 3 KD1328 KD1328.Superseded values are not recommended for survey control. KD1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1328.See file dsdata.txt to determine how the superseded data were derived. KD1328 KD1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6558027914(NAD 83) KD1328_MARKER: DZ = AZIMUTH MARK DISK KD1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1328_STAMPING: LEONARD 2 1985 KD1328_MARK LOGO: NGS KD1328_MAGNETIC: N = NO MAGNETIC MATERIAL KD1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1328+STABILITY: SURFACE MOTION KD1328 KD1328 HISTORY - Date Condition Report By KD1328 HISTORY - 1985 MONUMENTED NGS KD1328 HISTORY - 19850516 GOOD NGS KD1328 KD1328 STATION DESCRIPTION KD1328 KD1328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1328'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER KD1328'THE RAILROAD AT MT LEONARD, THENCE 0.2 MI (0.3 KM) RIGHT AND WEST KD1328'ALONG STATE HIGHWAY 20 AND 127, AT A GRADED ROAD LEADING SOUTH, 99.0 KD1328'FT (30.2 M) SOUTH FROM THE CENTERLINE OF THE HIGHWAY, 94.3 FT KD1328'(28.7 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A CONCRETE BLOCK KD1328'BUILDING, 61.0 FT (18.6 M) EAST FROM THE CENTERLINE OF THE GRADED KD1328'ROAD. KD1328 KD1328 STATION RECOVERY (1985) KD1328 KD1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (JAO) KD1328'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) S OF MT LEONARD, 0.32 KM KD1328'(0.20 MI) W OF THE E JUNCTION OF STATE HWYS 20 AND 127, AT A GRAVELED KD1328'ROAD LEADING S AND ON THE S RIGHT-OF-WAY OF THE HWYS. CONTACT THE KD1328'MISSOURI DEPARTMENT OF HIGHWAYS AND TRANSPORTATION, POST OFFICE BOX KD1328'172, MARSHALL, MISSOURI 65340. TO REACH THE STATION FROM THE STATE HWY KD1328'127 OVERPASS BRIDGE OVER THE RAILROAD AT MT LEONARD, GO S ON HWY 127 KD1328'FOR 2.74 KM (1.70 MI) TO THE JUNCTION WITH STATE HIGHWAY 20. TURN KD1328'RIGHT AND GO W ON THE HWYS FOR 0.32 KM (0.20 MI) TO A SIDE ROAD ON THE KD1328'LEFT AND THE STATION IN THE SE ANGLE OF THE INTERSECTION. THE STATION KD1328'IS A STANDARD NGS DISK STAMPED LEONARD 2 1985, SET INTO THE TOP OF A KD1328'ROUND CONCRETE MONUMENT 12.0 INCHES OR 30.0 CM IN DIAMETER FLUSH WITH KD1328'GROUND LOCATED 99.0 FT (30.2 M) S FROM THE CENTERLINE OF THE HWY, 94.3 KD1328'FT (28.7 M) ENE FROM THE NE CORNER OF A CONCRETE BLOCK BUILDING, 61.0 KD1328'FT (18.6 M) E FROM THE CENTERLINE OF THE GRAVELED ROAD, AND 1.2 FT KD1328'(0.4 M) W FROM A WITNESS POST. THE UNDERGROUND MARK IS A STANDARD NGS KD1328'DISK STAMPED LEONARD 2 1985, SET INTO AN IRREGULAR MASS OF CONCRETE KD1328'3.00 FT (0.91 M) BELOW THE SURFACE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1326 *********************************************************************** KD1326 DESIGNATION - LEONARD 2 RM 4 KD1326 PID - KD1326 KD1326 STATE/COUNTY- MO/SALINE KD1326 USGS QUAD - BLACKBURN (1978) KD1326 KD1326 *CURRENT SURVEY CONTROL KD1326 ___________________________________________________________________ KD1326* NAD 83(1997)- 39 06 00.39470(N) 093 23 06.39904(W) ADJUSTED KD1326* NAVD 88 - 255.15 (meters) 837.1 (feet) RESET KD1326 ___________________________________________________________________ KD1326 LAPLACE CORR- 0.58 (seconds) DEFLEC99 KD1326 GEOID HEIGHT- -32.58 (meters) GEOID99 KD1326 KD1326 HORZ ORDER - SECOND KD1326 VERT ORDER - THIRD KD1326 KD1326.The horizontal coordinates were established by classical geodetic methods KD1326.and adjusted by the National Geodetic Survey in November 2001. KD1326 KD1326.The orthometric height was computed from unverified reset data. KD1326.No vertical observational check was made to the station. KD1326 KD1326.The Laplace correction was computed from DEFLEC99 derived deflections. KD1326 KD1326.The geoid height was determined by GEOID99. KD1326 KD1326; North East Units Scale Converg. KD1326;SPC MO C - 362,916.844 423,438.668 MT 1.00000548 -0 33 29.7 KD1326;UTM 15 - 4,327,956.535 466,699.568 MT 0.99961365 -0 14 34.4 KD1326 KD1326 SUPERSEDED SURVEY CONTROL KD1326 KD1326 NGVD 29 (10/29/03) 255.07 (m) 836.8 (f) RESET 3 KD1326 KD1326.Superseded values are not recommended for survey control. KD1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1326.See file dsdata.txt to determine how the superseded data were derived. KD1326 KD1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6670027957(NAD 83) KD1326_MARKER: DR = REFERENCE MARK DISK KD1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1326_STAMPING: LEONARD 2 NO 4 1985 KD1326_MARK LOGO: NGS KD1326_MAGNETIC: N = NO MAGNETIC MATERIAL KD1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1326+STABILITY: SURFACE MOTION KD1326 KD1326 HISTORY - Date Condition Report By KD1326 HISTORY - 1985 MONUMENTED NGS KD1326 KD1326 STATION DESCRIPTION KD1326 KD1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1326'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127, FROM ITS OVERPASS OVER KD1326'THE RAILROAD AT MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST KD1326'ALONG STATE HIGHWAY 20, AT A CROSSROAD, 190.0 FT (57.9 M) NORTH FROM KD1326'THE CENTERLINE OF THE HIGHWAY, 100.0 FT (30.5 M) WEST FROM THE KD1326'CENTERLINE OF THE GRADED ROAD, 111.9 NORTHEAST FROM LEONARD 2 RM 5, KD1326'72.0 NORTH-NORTHEAST FROM LEONARD 2, 38.5 FT (11.7 M) SOUTHWEST OF KD1326'THE NORTHEAST ONE OF 2 FENCE CORNER POSTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1327 *********************************************************************** KD1327 DESIGNATION - LEONARD 2 RM 5 KD1327 PID - KD1327 KD1327 STATE/COUNTY- MO/SALINE KD1327 USGS QUAD - BLACKBURN (1978) KD1327 KD1327 *CURRENT SURVEY CONTROL KD1327 ___________________________________________________________________ KD1327* NAD 83(1997)- 39 05 59.75897(N) 093 23 07.56099(W) ADJUSTED KD1327* NAVD 88 - 255.97 (meters) 839.8 (feet) RESET KD1327 ___________________________________________________________________ KD1327 LAPLACE CORR- 0.59 (seconds) DEFLEC99 KD1327 GEOID HEIGHT- -32.58 (meters) GEOID99 KD1327 KD1327 HORZ ORDER - SECOND KD1327 VERT ORDER - THIRD KD1327 KD1327.The horizontal coordinates were established by classical geodetic methods KD1327.and adjusted by the National Geodetic Survey in November 2001. KD1327 KD1327.The orthometric height was computed from unverified reset data. KD1327.No vertical observational check was made to the station. KD1327 KD1327.The Laplace correction was computed from DEFLEC99 derived deflections. KD1327 KD1327.The geoid height was determined by GEOID99. KD1327 KD1327; North East Units Scale Converg. KD1327;SPC MO C - 362,897.512 423,410.557 MT 1.00000554 -0 33 30.4 KD1327;UTM 15 - 4,327,937.056 466,671.575 MT 0.99961368 -0 14 35.1 KD1327 KD1327 SUPERSEDED SURVEY CONTROL KD1327 KD1327 NGVD 29 (10/29/03) 255.89 (m) 839.5 (f) RESET 3 KD1327 KD1327.Superseded values are not recommended for survey control. KD1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1327.See file dsdata.txt to determine how the superseded data were derived. KD1327 KD1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD6667227937(NAD 83) KD1327_MARKER: DR = REFERENCE MARK DISK KD1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1327_STAMPING: LEONARD 2 NO 5 1985 KD1327_MARK LOGO: NGS KD1327_MAGNETIC: N = NO MAGNETIC MATERIAL KD1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD1327+STABILITY: SURFACE MOTION KD1327 KD1327 HISTORY - Date Condition Report By KD1327 HISTORY - 1985 MONUMENTED NGS KD1327 KD1327 STATION DESCRIPTION KD1327 KD1327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 KD1327'1.7 MI (2.7 KM) SOUTH ALONG STATE HIGHWAY 127 FROM ITS OVERPASS OVER KD1327'THE RAILROAD AT MT LEONARD, THENCE 0.45 MI (0.72 KM) LEFT AND EAST KD1327'ALONG STATE HIGHWAY, AT A GRADED CROSSROAD, 185.0 FT (56.4 M) WEST KD1327'FROM THE CENTERLINE OF THE GRADED ROAD, 123.0 FT (37.5 M) NORTH FROM KD1327'THE CENTERLINE OF THE HIGHWAY, 111.9 FT (34.1 M) SOUTHWEST FROM KD1327'LEONARD 2 RM 4, 72.6 FT (22.1 M) WEST FROM LEONARD 2, 2.0 FT (0.6 M) KD1327'SOUTH FROM A FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DE6022 *********************************************************************** DE6022 DESIGNATION - MARSHALL RESET DE6022 PID - DE6022 DE6022 STATE/COUNTY- MO/SALINE DE6022 USGS QUAD - MARSHALL SOUTH (1971) DE6022 DE6022 *CURRENT SURVEY CONTROL DE6022 ___________________________________________________________________ DE6022* NAD 83(1986)- 39 05 39. (N) 093 11 56. (W) SCALED DE6022* NAVD 88 - 235.99 (meters) 774.2 (feet) RESET DE6022 ___________________________________________________________________ DE6022 GEOID HEIGHT- -32.55 (meters) GEOID99 DE6022 DE6022 VERT ORDER - THIRD DE6022 DE6022.The horizontal coordinates were scaled from a topographic map and have DE6022.an estimated accuracy of +/- 6 seconds. DE6022 DE6022.The orthometric height was computed from unverified reset data. DE6022.No vertical observational check was made to the station. DE6022 DE6022.The geoid height was determined by GEOID99. DE6022 DE6022; North East Units Estimated Accuracy DE6022;SPC MO C - 362,120. 439,540. MT (+/- 180 meters Scaled) DE6022 DE6022 SUPERSEDED SURVEY CONTROL DE6022 DE6022.No superseded survey control is available for this station. DE6022 DE6022_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD828272(NAD 83) DE6022_MARKER: DH = HORIZONTAL CONTROL DISK DE6022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE6022_STAMPING: MARSHALL 1949 1983 DE6022_MARK LOGO: NGS DE6022_MAGNETIC: N = NO MAGNETIC MATERIAL DE6022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE6022+STABILITY: SURFACE MOTION DE6022 DE6022 HISTORY - Date Condition Report By DE6022 HISTORY - 1983 MONUMENTED NGS DE6022 DE6022 STATION DESCRIPTION DE6022 DE6022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (JAO) DE6022'1.6 MILES (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIPAL DE6022'AIRPORT, 0.3 MILES (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION DE6022'BUILDING, 63.5 FEET (19.4 M) WEST-SOUTHWEST OF A FENCE CORNER, 44 FEET DE6022'(13.4 M) NORTH OF THE CENTER OF AN ABANDONED ROAD, 38.5 FEET (11.7 M) DE6022'NORTH OF THE CENTER OF A 6 FOOT (1.8 M) IN DIAMETER CONCRETE STORM DE6022'DRAIN, 38.79 FEET (11.82 M) NORTH OF MARHSALL RM 3, A STANDARD DE6022'TRIANGULATION STATION DISK SET INTO THE TOP OF A 12 INCH SQUARE DE6022'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0972 *********************************************************************** KD0972 FBN - This is a Federal Base Network Control Station. KD0972 PACS - This is a Primary Airport Control Station. KD0972 DESIGNATION - MARSHALL RESET KD0972 PID - KD0972 KD0972 STATE/COUNTY- MO/SALINE KD0972 USGS QUAD - MARSHALL SOUTH (1971) KD0972 KD0972 *CURRENT SURVEY CONTROL KD0972 ___________________________________________________________________ KD0972* NAD 83(1997)- 39 05 38.51325(N) 093 11 57.57666(W) ADJUSTED KD0972* NAVD 88 - 235.979 (meters) 774.21 (feet) ADJUSTED KD0972 ___________________________________________________________________ KD0972 X - -276,643.979 (meters) COMP KD0972 Y - -4,949,183.341 (meters) COMP KD0972 Z - 4,000,552.568 (meters) COMP KD0972 LAPLACE CORR- -0.31 (seconds) DEFLEC99 KD0972 ELLIP HEIGHT- 203.44 (meters) (03/31/98) GPS OBS KD0972 GEOID HEIGHT- -32.55 (meters) GEOID99 KD0972 DYNAMIC HT - 235.832 (meters) 773.73 (feet) COMP KD0972 MODELED GRAV- 980,001.9 (mgal) NAVD 88 KD0972 KD0972 HORZ ORDER - B KD0972 VERT ORDER - FIRST CLASS II KD0972 ELLP ORDER - THIRD CLASS I KD0972 KD0972.This mark is at Marshall Mem Municipal Airport (MHL) KD0972 KD0972.The horizontal coordinates were established by GPS observations KD0972.and adjusted by the National Geodetic Survey in March 1998. KD0972 KD0972.The orthometric height was determined by differential leveling KD0972.and adjusted by the National Geodetic Survey in June 1991. KD0972 KD0972.The X, Y, and Z were computed from the position and the ellipsoidal ht. KD0972 KD0972.The Laplace correction was computed from DEFLEC99 derived deflections. KD0972 KD0972.The ellipsoidal height was determined by GPS observations KD0972.and is referenced to NAD 83. KD0972 KD0972.The geoid height was determined by GEOID99. KD0972 KD0972.The dynamic height is computed by dividing the NAVD 88 KD0972.geopotential number by the normal gravity value computed on the KD0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0972.degrees latitude (g = 980.6199 gals.). KD0972 KD0972.The modeled gravity was interpolated from observed gravity values. KD0972 KD0972; North East Units Scale Converg. KD0972;SPC MO C - 362,101.948 439,503.818 MT 0.99997838 -0 26 27.6 KD0972;UTM 15 - 4,327,230.347 482,762.800 MT 0.99960366 -0 07 32.5 KD0972 KD0972: Primary Azimuth Mark Grid Az KD0972:SPC MO C - MARSHALL AZ MK RESET 011 53 15.7 KD0972:UTM 15 - MARSHALL AZ MK RESET 011 34 20.6 KD0972 KD0972|---------------------------------------------------------------------| KD0972| PID Reference Object Distance Geod. Az | KD0972| dddmmss.s | KD0972| KD1203 MARSHALL CO COURTHOUSE DOME APPROX. 3.0 KM 0042940.5 | KD0972| KD1204 MARSHALL CITY WATER TANK APPROX. 2.8 KM 0094546.6 | KD0972| KD0971 MARSHALL AZ MK RESET 0112648.1 | KD0972| CL9853 MARSHALL RM 1 18.798 METERS 08230 | KD0972| KD1330 MARSHALL RM 3 11.822 METERS 16554 | KD0972| CL9854 MARSHALL RM 4 20.125 METERS 25128 | KD0972| KD0509 MARSHALL RM 2 20.089 METERS 25145 | KD0972| CL9852 MARSHALL AZ MK 2691043.5 | KD0972| KD1206 MARSHALL RADIO STA KMMO MAST APPROX. 4.9 KM 3360436.2 | KD0972| KD1353 MARSHPORT 474.280 METERS 3510424.4 | KD0972| KD1201 KANSAS CITY ST LOUIS AWY BN 7 12.429 METERS 35516 | KD0972|---------------------------------------------------------------------| KD0972 KD0972 SUPERSEDED SURVEY CONTROL KD0972 KD0972 NAD 83(1986)- 39 05 38.52023(N) 093 11 57.58257(W) AD( ) 2 KD0972 NAD 27 - 39 05 38.44010(N) 093 11 56.84620(W) AD( ) 2 KD0972 NAVD 88 (03/31/98) 235.98 (m) 774.2 (f) LEVELING 3 KD0972 NGVD 29 (10/29/03) 235.92 (m) 774.0 (f) RESET 3 KD0972 KD0972.Superseded values are not recommended for survey control. KD0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0972.See file dsdata.txt to determine how the superseded data were derived. KD0972 KD0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD8276327230(NAD 83) KD0972_MARKER: DS = TRIANGULATION STATION DISK KD0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0972_STAMPING: MARSHALL 1949 1969 KD0972_MARK LOGO: CGS KD0972_PROJECTION: FLUSH KD0972_MAGNETIC: N = NO MAGNETIC MATERIAL KD0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0972+STABILITY: SURFACE MOTION KD0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD0972+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2003 KD0972 KD0972 HISTORY - Date Condition Report By KD0972 HISTORY - 1969 MONUMENTED CGS KD0972 HISTORY - 1983 GOOD NGS KD0972 HISTORY - 1986 GOOD NGS KD0972 HISTORY - 19891201 GOOD LOCSUR KD0972 HISTORY - 19910425 GOOD NGS KD0972 HISTORY - 19970211 GOOD NGS KD0972 HISTORY - 20030804 GOOD MODNR KD0972 KD0972 STATION DESCRIPTION KD0972 KD0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS) KD0972'STATION SURFACE MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. KD0972'2, AND THE AZIMUTH MARK WERE FOUND DESTROYED. THE UNDERGROUND KD0972'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION. KD0972' KD0972'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE KD0972'UNDERGROUND MARK, REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, KD0972'AND AN AZIMUTH MARK WERE ALSO SET. KD0972' KD0972'FOLLOWING IS A NEW DESCRIPTION. KD0972' KD0972'STATION MARK, A STANDARD DISK STAMPED MARSHALL 1949 1969, IS KD0972'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. KD0972'IT IS ABOUT 0.3 MILE SOUTH OF THE MARSHALL, MUNICIPAL AIRPORT KD0972'ADMINISTRATION BUILDING WHICH IS 2 MILES SOUTH OF MARSHALL, KD0972'63.5 FEET WEST-SOUTHWEST OF A CORNER FENCE POST USED FOR THE KD0972'NORTH END OF A METAL GATE, 49.5 FEET SOUTHEAST OF THE SOUTHWEST KD0972'CORNER OF A METAL BUILDING, 44 FEET NORTH OF THE CENTER OF KD0972'AN OLD ROAD BED, 36 FEET SOUTH OF THE SOUTHEAST LEG OF THE OLD KD0972'BEACON, AND 1.5 FEET WEST OF A METAL WITNESS POST. THE KD0972'UNDERGROUND STATION DISK IS STAMPED MARSHALL 1949, SET IN KD0972'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE KD0972'SURFACE OF THE GROUND. KD0972' KD0972'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MARSHALL 1949 NO. KD0972'3 1969, IS CEMENTED IN A DRILL HOLE IN A CONCRETE FOUNDATION KD0972'FOR A MANHOLE. IT IS 47 FEET WEST OF THE FENCE AND 1.5 FEET KD0972'WEST OF THE EAST EDGE OF A CIRCULAR CONCRETE FOUNDATION FOR KD0972'A MANHOLE. KD0972' KD0972'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MARSHALL 1949 KD0972'NO. 4 1969, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH KD0972'PROJECTS 1 INCH. IT IS 121.5 FEET WEST OF THE FENCE, 64 FEET KD0972'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL BUILDING, KD0972'37 FEET NORTH OF THE CENTER OF THE OLD ROAD BED, AND 1 FOOT KD0972'EAST OF A METAL WITNESS POST. KD0972' KD0972'AZIMUTH MARK, A STANDARD DISK STAMPED MARSHALL 1949 1969, IS KD0972'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CONCRETE FOUNDATION FOR KD0972'A NEW BEACON WHICH IS EAST-NORTHEAST OF THE ADMINISTRATION KD0972'BUILDING. IT IS 6 INCHES SOUTH OF THE SOUTHWEST LEG. KD0972' KD0972'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- KD0972' KD0972'ABOUT 2 MILES SOUTH OF MARSHALL. KD0972 KD0972 STATION RECOVERY (1983) KD0972 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 KD0972'1.6 MI (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIAPL AIRPORT, KD0972'0.3 MI (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, 63.5 FT KD0972'(19.4 M) SOUTH-SOUTHWEST OF A FENCE CORNER, 44 FT (13.4 M) NORTH OF KD0972'THE CENTER OF AN ABANDONED ROAD, 38.5 FT (11.7 M) NORTH OF THE CENTER KD0972'OF A 6 FT (1.8 M) CONCRETE STORM DRAIN, 38.79 FT (11.82 M) NORTH OF KD0972'MARSHALL RM 3, MARK IS FLUSH WITH THE GROUND. KD0972 KD0972 STATION RECOVERY (1986) KD0972 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0972'7.6 KM (4.7 MI) SE FROM MARSHALL. KD0972'THE MARK IS ABOVE LEVEL WITH THE RUNWAY. KD0972'2.5 KM (1.55 MI) EASTERLY ALONG STATE HIGHWAY 240 FROM ITS JUNCTION KD0972'WITH U.S. HIGHWAY 65 IN MARSHALL, THENCE 4.3 KM (2.65 MI) SOUTHERLY KD0972'ALONG U.S. HIGHWAY 65 BUSINESS, THENCE 0.4 KM (0.25 MI) WEST ALONG THE KD0972'MARSHALL MEMORIAL AIRPORT ENTRANCE ROAD, THENCE 0.4 KM (0.25 MI) SOUTH KD0972'ALONG A RUNWAY, 103.4 M (339.2 FT) EAST OF THE RUNWAY CENTERLINE, KD0972'19.6 M (64.3 FT) SOUTHWEST OF A FENCE CORNER, AND 11.6 M (38.1 FT) KD0972'NORTH-NORTHWEST OF A MANHOLE COVER. KD0972'THE MARK IS 18.2 METERS W FROM A WITNESS POST AND FENCE KD0972 KD0972 STATION RECOVERY (1989) KD0972 KD0972'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (JMT) KD0972'RECOVERED IN GOOD CONDITION. KD0972 KD0972 STATION RECOVERY (1991) KD0972 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 KD0972'STATION IS LOCATED AT THE SOUTH EDGE OF MARSHALL, AT THE MARSHALL KD0972'MEMORIAL MUNICIPAL AIRPORT. OWNERSHIP-CITY OF MARSHALL, CITY HALL, KD0972'MARSHALL, MO 65340. AIRPORT MANAGER IS BILL DURRETT, PHONE KD0972'816-886-2225, 886-5360. KD0972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 65 BUSINESS AND KD0972'ROAD WW, LOCATED AT THE SOUTH EDGE OF MARSHALL, GO SOUTH ALONG KD0972'HIGHWAY 65 BUSINESS FOR 0.64 KM (0.40 MI) TO THE AIRPORT ACCESS ROAD KD0972'ON THE RIGHT. TURN RIGHT, WEST, ALONG ACCESS ROAD FOR 0.32 KM KD0972'(0.20 MI) TO THE ACCESS GATE ON THE SOUTH SIDE OF AIRPORT TERMINAL. KD0972'PASS THROUGH GATE AND GO SOUTHERLY ON PAVED APRON FOR 0.24 KM KD0972'(0.15 MI) TO THE SOUTH END OF APRON. CONTINUE SOUTH ALONG TRACK ROAD KD0972'OVER GRASSY AREA FOR 0.24 KM (0.15 MI) TO THE STATION AT A FENCE KD0972'CORNER POST. KD0972'STATION IS A 30-CM SQUARE CONCRETE POST FLUSH WITH THE GROUND, LOCATED KD0972'10.8 M (35.4 FT) NORTH-NORTHWEST OF THE NORTH EDGE OF A 6-FT ROUND KD0972'CONCRETE MANHOLE, 11.8 M (38.7 FT) NORTH-NORTHWEST OF REFERENCE MARK KD0972'3, 18.2 M (59.7 FT) WEST OF A NORTH-SOUTH FENCELINE AND FIBERGLASS KD0972'WITNESS POST, 8.6 M (28.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A KD0972'12 X 85 FT (25.9 M) ABANDONED CONCRETE FOUNDATION WALL WHICH IS FLUSH KD0972'WITH THE GROUND, 19.6 M (64.3 FT) SOUTHWEST OF THE NORTH 1 OF 2 KD0972'WOODEN SUPPORT POST FOR A METAL GATE, AND 8.0 M (26.2 FT) NORTH OF KD0972'AN EXTENDED LINE OF POWERLINE POLES. KD0972 KD0972 STATION RECOVERY (1997) KD0972 KD0972'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) KD0972'THE STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH OF INTERSTATE KD0972'HIGHWAY 70 (EXIT 78) , NEAR THE SOUTH SIDE OF MARSHALL, MO., AT THE KD0972'MARSHALL MEMORIAL MUNICIPAL AIRPORT (MHL) , IN A GRASS AREA KD0972'SOUTH-SOUTHWEST OF THE AIRPORT OFFICE, EAST OF RUNWAY 18-36, ALONG THE KD0972'WEST SIDE OF A PERIMETER FENCE, SOUTHWEST OF THE NORTHWEST FENCE KD0972'CORNER. OWNERSHIP--CITY OF MARSHALL, CITY HALL, MARSHALL, MO. 65340. KD0972'AIRPORT MANAGER CHARLES ANTWILER, PHONE 816-886-2225 (CITY HALL) OR KD0972'886-3320 (AIRPORT NUMBER) . NOTE--THIS STATION IS THE PRIMARY AIRPORT KD0972'CONTROL (PAC) STATION. TO REACH THE STATION FROM THE JUNCTION OF U.S. KD0972'HIGHWAY 65 BUSINESS AND COUNTY ROAD WW, NEAR THE SOUTH EDGE OF KD0972'MARSHALL, GO SOUTH, 0.64 KM (0.40 MI) ALONG HIGHWAY 65 BUSINESS TO THE KD0972'AIRPORT ENTRANCE ROAD ON THE RIGHT. TURN RIGHT, WEST, 0.32 KM (0.20 KD0972'MI) ALONG THE ENTRANCE ROAD TO A GATE ON THE NORTH SIDE OF THE AIRPORT KD0972'TERMINAL. PASS THROUGH THE GATE AND GO SOUTHERLY, 0.24 KM (0.15 MI) KD0972'ALONG THE APRON TO ITS SOUTH END. CONTINUE SOUTH 0.24 KM (0.15 MI) KD0972'ALONG A TRACK ROAD OVER GRASSY AREA TO THE NORTHWEST CORNER OF THE KD0972'PERIMETER FENCE AND THE STATION TO THE SOUTHWEST. THE STATION IS 19.5 KD0972'M (64.0 FT) SOUTHWEST OF THE NORTHWEST FENCE CORNER/GATE POST, 18.0 M KD0972'(59.1 FT) WEST OF THE NORTH-SOUTH PERIMETER FENCE AND WITNESS POST, KD0972'11.8 M (38.7 FT) NORTH-NORTHWEST OF RM 3 SET IN A 6-FOOT ROUND KD0972'CONCRETE MANHOLE ABOUT 0.4 M (1.3 FT) ABOVE THE GROUND, 8.4 M (27.6 KD0972'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A 12X85-FOOT ABANDONED KD0972'CONCRETE FOOTER FLUSH WITH THE GROUND, AND THE MONUMENT IS FLUSH WITH KD0972'THE GROUND SURFACE. BY R.G. HAYES. KD0972 KD0972 STATION RECOVERY (2003) KD0972 KD0972'RECOVERY NOTE BY MO DEPT OF NAT RES 2003 (BDC) KD0972'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD1330 *********************************************************************** KD1330 DESIGNATION - MARSHALL RM 3 KD1330 PID - KD1330 KD1330 STATE/COUNTY- MO/SALINE KD1330 USGS QUAD - MARSHALL SOUTH (1971) KD1330 KD1330 *CURRENT SURVEY CONTROL KD1330 ___________________________________________________________________ KD1330* NAD 83(1986)- 39 05 38. (N) 093 11 57. (W) SCALED KD1330* NAVD 88 - 236.06 (meters) 774.5 (feet) RESET KD1330 ___________________________________________________________________ KD1330 GEOID HEIGHT- -32.55 (meters) GEOID99 KD1330 KD1330 VERT ORDER - THIRD KD1330 KD1330.This mark is at Marshall Mem Municipal Airport (MHL) KD1330 KD1330.The horizontal coordinates were scaled from a topographic map and have KD1330.an estimated accuracy of +/- 6 seconds. KD1330 KD1330.The orthometric height was computed from unverified reset data. KD1330.No vertical observational check was made to the station. KD1330 KD1330.The geoid height was determined by GEOID99. KD1330 KD1330; North East Units Estimated Accuracy KD1330;SPC MO C - 362,090. 439,520. MT (+/- 180 meters Scaled) KD1330 KD1330 SUPERSEDED SURVEY CONTROL KD1330 KD1330 NGVD 29 (10/29/03) 235.99 (m) 774.2 (f) RESET 3 KD1330 KD1330.Superseded values are not recommended for survey control. KD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1330.See file dsdata.txt to determine how the superseded data were derived. KD1330 KD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD827272(NAD 83) KD1330_MARKER: DR = REFERENCE MARK DISK KD1330_SETTING: 30 = STORM DRAIN KD1330_STAMPING: MARSHALL 1949 NO 3 1969 KD1330_MARK LOGO: CGS KD1330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KD1330 KD1330 HISTORY - Date Condition Report By KD1330 HISTORY - 1969 MONUMENTED CGS KD1330 HISTORY - 19830623 GOOD NGS KD1330 KD1330 STATION DESCRIPTION KD1330 KD1330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 KD1330'1.6 MI (2.6 KM) SOUTH OF MARSHALL, AT THE MARSHALL MUNICIPAL AIRPORT, KD1330'0.3 MI (0.5 KM) SOUTH OF THE AIRPORT ADMINISTRATION BUILDING, 47 FT KD1330'(14.3 M) WEST FROM A FENCE, 38.79 FT (11.82 M) SOUTH FROM MARSHALL KD1330'RESET 1983, 1.5 FT (0.5 M) WEST FROM THE EAST EDGE OF A 6 FOOT KD1330'DIAMETER CONCRETE STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0366 *********************************************************************** KD0366 DESIGNATION - N 230 RESET KD0366 PID - KD0366 KD0366 STATE/COUNTY- MO/SALINE KD0366 USGS QUAD - NEW FRANKFORT (1979) KD0366 KD0366 *CURRENT SURVEY CONTROL KD0366 ___________________________________________________________________ KD0366* NAD 83(1986)- 39 20 09. (N) 093 06 32. (W) SCALED KD0366* NAVD 88 - 229.40 (meters) 752.6 (feet) RESET KD0366 ___________________________________________________________________ KD0366 GEOID HEIGHT- -32.48 (meters) GEOID99 KD0366 KD0366 VERT ORDER - THIRD KD0366 KD0366.The horizontal coordinates were scaled from a topographic map and have KD0366.an estimated accuracy of +/- 6 seconds. KD0366 KD0366.The orthometric height was computed from unverified reset data. KD0366 KD0366.The geoid height was determined by GEOID99. KD0366 KD0366; North East Units Estimated Accuracy KD0366;SPC MO C - 388,890. 447,510. MT (+/- 180 meters Scaled) KD0366 KD0366 SUPERSEDED SURVEY CONTROL KD0366 KD0366.No superseded survey control is available for this station. KD0366 KD0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD906540(NAD 83) KD0366_MARKER: DB = BENCH MARK DISK KD0366_SETTING: 0 = UNSPECIFIED SETTING KD0366_STAMPING: N 230 RESET 1964 KD0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KD0366 KD0366 HISTORY - Date Condition Report By KD0366 HISTORY - 1964 MONUMENTED CGS KD0366 KD0366 STATION DESCRIPTION KD0366 KD0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KD0366'6.3 MI E FROM MIAMI. KD0366'ABOUT 6.3 MILES EAST ALONG STATE ROAD F FROM JUNCTION OF STATE KD0366'HIGHWAYS 41 AND F AT MIAMI, SALINE COUNTY, ABOUT 300 YARDS KD0366'SOUTH OF THE FARM BUILDINGS OF MR. ORVAL KEMPER SR., 56 FEET KD0366'NORTH OF THE CENTER OF STATE ROAD F, 40 FEET EAST OF THE CENTER KD0366'OF DRIVEWAY TO MR. KEMPERS FARMHOUSE, 4 FEET EAST OF A FENCE KD0366'CORNER, 1.5 FEET EAST OF A WHITE WITNESS POST, AND 1 FOOT SOUTH KD0366'OF A WOVEN WIRE FENCE. THE MARK PROJECTS 6 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7384 *********************************************************************** AA7384 DESIGNATION - N 289 RESET AA7384 PID - AA7384 AA7384 STATE/COUNTY- MO/SALINE AA7384 USGS QUAD - LONGWOOD (1979) AA7384 AA7384 *CURRENT SURVEY CONTROL AA7384 ___________________________________________________________________ AA7384* NAD 83(1986)- 38 59 32. (N) 093 11 59. (W) SCALED AA7384* NAVD 88 - 197.65 (+/-2cm) 648.5 (feet) VERTCON AA7384 ___________________________________________________________________ AA7384 GEOID HEIGHT- -32.59 (meters) GEOID99 AA7384 AA7384 VERT ORDER - THIRD (See Below) AA7384 AA7384.The horizontal coordinates were scaled from a topographic map and have AA7384.an estimated accuracy of +/- 6 seconds. AA7384 AA7384.The NAVD 88 height was computed by applying the VERTCON shift value to AA7384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7384.The vertical order pertains to the superseded datum. AA7384 AA7384.The geoid height was determined by GEOID99. AA7384 AA7384; North East Units Estimated Accuracy AA7384;SPC MO C - 350,800. 439,380. MT (+/- 180 meters Scaled) AA7384 AA7384 SUPERSEDED SURVEY CONTROL AA7384 AA7384 NGVD 29 (10/29/03) 197.57 (m) 648.2 (f) RESET 3 AA7384 AA7384.Superseded values are not recommended for survey control. AA7384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7384.See file dsdata.txt to determine how the superseded data were derived. AA7384 AA7384_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD827159(NAD 83) AA7384_MARKER: DV = VERTICAL CONTROL DISK AA7384_SETTING: 38 = BRIDGE ABUTMENT AA7384_STAMPING: N 289 RESET 1994 AA7384_MARK LOGO: NGS AA7384_MAGNETIC: N = NO MAGNETIC MATERIAL AA7384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA7384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7384+SATELLITE: SATELLITE OBSERVATIONS - 1994 AA7384 AA7384 HISTORY - Date Condition Report By AA7384 HISTORY - 1994 MONUMENTED MODNR AA7384 AA7384 STATION DESCRIPTION AA7384 AA7384'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC) AA7384'THE MARK IS ABOUT 2.1 MILES NORTH OF THE INTERSTATE 70 JUNCTION WITH AA7384'HIGHWAY 65 ON THE BRIDGE OVER THE BLACKWATER RIVER. IT IS LOCATED ON AA7384'SOUTHEAST CORNER OF THE BRIDGE FOR THE NORTH BOUND LANE OF HIGHWAY 65. AA7384'IT IS ABOUT LEVEL WITH THE BRIDGE FLOOR. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD2802 *********************************************************************** JD2802 DESIGNATION - P 289 RESET JD2802 PID - JD2802 JD2802 STATE/COUNTY- MO/SALINE JD2802 USGS QUAD - LONGWOOD (1979) JD2802 JD2802 *CURRENT SURVEY CONTROL JD2802 ___________________________________________________________________ JD2802* NAD 83(1986)- 38 58 43. (N) 093 12 06. (W) SCALED JD2802* NAVD 88 - 208.80 (meters) 685.0 (feet) RESET JD2802 ___________________________________________________________________ JD2802 GEOID HEIGHT- -32.60 (meters) GEOID99 JD2802 JD2802 VERT ORDER - THIRD JD2802 JD2802.The horizontal coordinates were scaled from a topographic map and have JD2802.an estimated accuracy of +/- 6 seconds. JD2802 JD2802.The orthometric height was computed from unverified reset data. JD2802.No vertical observational check was made to the station. JD2802 JD2802.The geoid height was determined by GEOID99. JD2802 JD2802; North East Units Estimated Accuracy JD2802;SPC MO C - 349,290. 439,200. MT (+/- 180 meters Scaled) JD2802 JD2802 SUPERSEDED SURVEY CONTROL JD2802 JD2802 NGVD 29 (10/29/03) 208.72 (m) 684.8 (f) RESET 3 JD2802 JD2802.Superseded values are not recommended for survey control. JD2802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JD2802.See file dsdata.txt to determine how the superseded data were derived. JD2802 JD2802_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD825144(NAD 83) JD2802_MARKER: DB = BENCH MARK DISK JD2802_SETTING: 32 = HEADWALL JD2802_STAMPING: P 289 RESET 1985 JD2802_MARK LOGO: CGS JD2802_MAGNETIC: N = NO MAGNETIC MATERIAL JD2802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JD2802+STABILITY: SURFACE MOTION JD2802 JD2802 HISTORY - Date Condition Report By JD2802 HISTORY - 1985 MONUMENTED NGS JD2802 JD2802 STATION DESCRIPTION JD2802 JD2802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 JD2802'10.65 MI (17.14 KM) SOUTH ALONG BUSINESS ROUTE AND U.S. HIGHWAY 65, JD2802'FROM THE COURTHOUSE IN MARSHALL TO THE MARK ON THE LEFT, 75 FT JD2802'(22.9 M) EAST FROM THE CENTERLINE OF THE HIGHWAY, 1 FT (0.3 M) NORTH JD2802'FROM THE SOUTH END OF THE HEADWALL OF AN 8X10 FOOT BOX CULVERT, MARK JD2802'IS ALSO REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. JD2802'HIGHWAY 65 BY GOING NORTH ON HIGHWAY 65, FROM WHERE HIGHWAY 70 JD2802'CROSSES OVERHEAD, FOR 1.2 MI (1.9 KM) TO THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JD0937 *********************************************************************** JD0937 DESIGNATION - U 288 RESET JD0937 PID - JD0937 JD0937 STATE/COUNTY- MO/SALINE JD0937 USGS QUAD - LONGWOOD (1979) JD0937 JD0937 *CURRENT SURVEY CONTROL JD0937 ___________________________________________________________________ JD0937* NAD 83(1986)- 38 56 53. (N) 093 12 27. (W) SCALED JD0937* NAVD 88 - 241.39 (meters) 792.0 (feet) RESET JD0937 ___________________________________________________________________ JD0937 GEOID HEIGHT- -32.61 (meters) GEOID99 JD0937 JD0937 VERT ORDER - THIRD JD0937 JD0937.The horizontal coordinates were scaled from a topographic map and have JD0937.an estimated accuracy of +/- 6 seconds. JD0937 JD0937.The orthometric height was computed from unverified reset data. JD0937 JD0937.The geoid height was determined by GEOID99. JD0937 JD0937; North East Units Estimated Accuracy JD0937;SPC MO C - 345,900. 438,670. MT (+/- 180 meters Scaled) JD0937 JD0937 SUPERSEDED SURVEY CONTROL JD0937 JD0937.No superseded survey control is available for this station. JD0937 JD0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD820110(NAD 83) JD0937_MARKER: DB = BENCH MARK DISK JD0937_SETTING: 0 = UNSPECIFIED SETTING JD0937_STAMPING: U288 1962 RESET 1963 JD0937_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JD0937 JD0937 HISTORY - Date Condition Report By JD0937 HISTORY - 1963 MONUMENTED CGS JD0937 HISTORY - 1963 GOOD NGS JD0937 HISTORY - 1966 GOOD NGS JD0937 JD0937 STATION DESCRIPTION JD0937 JD0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JD0937'12 MI S FROM MARSHALL. JD0937'IN SALINE COUNTY, ABOUT 12 MILES SOUTH ALONG U.S. HIGHWAY 65, JD0937'1.0 MILE SOUTH FROM UNDERPASS AT JUNCTION OF U.S. HIGHWAYS 65 AND JD0937'40, 31 FEET EAST-SOUTHEAST OF CENTERLINE OF T ROAD INTERSECTION, JD0937'29.5 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 65, AND 1.6 FEET JD0937'SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED. JD0937 JD0937 STATION RECOVERY (1966) JD0937 JD0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 JD0937'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KD0363 *********************************************************************** KD0363 DESIGNATION - W 230 RESET KD0363 PID - KD0363 KD0363 STATE/COUNTY- MO/SALINE KD0363 USGS QUAD - NEW FRANKFORT (1979) KD0363 KD0363 *CURRENT SURVEY CONTROL KD0363 ___________________________________________________________________ KD0363* NAD 83(1986)- 39 19 39. (N) 093 05 24. (W) SCALED KD0363* NAVD 88 - 201.38 (meters) 660.7 (feet) RESET KD0363 ___________________________________________________________________ KD0363 GEOID HEIGHT- -32.47 (meters) GEOID99 KD0363 KD0363 VERT ORDER - THIRD KD0363 KD0363.The horizontal coordinates were scaled from a topographic map and have KD0363.an estimated accuracy of +/- 6 seconds. KD0363 KD0363.The orthometric height was computed from unverified reset data. KD0363 KD0363.The geoid height was determined by GEOID99. KD0363 KD0363; North East Units Estimated Accuracy KD0363;SPC MO C - 387,950. 449,130. MT (+/- 180 meters Scaled) KD0363 KD0363 SUPERSEDED SURVEY CONTROL KD0363 KD0363.No superseded survey control is available for this station. KD0363 KD0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD922531(NAD 83) KD0363_MARKER: DB = BENCH MARK DISK KD0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0363_STAMPING: W 230 RESET 1964 KD0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0363+STABILITY: SURFACE MOTION KD0363 KD0363 HISTORY - Date Condition Report By KD0363 HISTORY - 1964 MONUMENTED CGS KD0363 KD0363 STATION DESCRIPTION KD0363 KD0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 KD0363'7.8 MI E FROM MIAMI. KD0363'ABOUT 7.8 MILES EAST ALONG STATE ROAD F FROM THE JUNCTION OF STATE KD0363'HIGHWAYS 41 AND F AT MIAMI, 100 YARDS WEST OF THE NEW EDMONDSON KD0363'CREEK BRIDGE, 50 FEET NORTH OF THE CENTER OF STATE ROAD F, IN KD0363'THE SOUTHEAST CORNER OF SECTION 33, T 53 N., R 20 W., 3 FEET KD0363'WEST OF A POWER POLE, AND 1.5 FEET EAST OF A NEW STEEL WITNESS KD0363'POST, PROJECTING 6 INCHES.