1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD1239 *********************************************************************** KD1239 DESIGNATION - 1002 KD1239 PID - KD1239 KD1239 STATE/COUNTY- MO/LAFAYETTE KD1239 USGS QUAD - WAVERLY (1979) KD1239 KD1239 *CURRENT SURVEY CONTROL KD1239 ___________________________________________________________________ KD1239* NAD 83(1997)- 39 12 06.37002(N) 093 34 12.02799(W) ADJUSTED KD1239* NAVD 88 - 254.24 (+/-2cm) 834.1 (feet) VERTCON KD1239 ___________________________________________________________________ KD1239 LAPLACE CORR- 0.50 (seconds) DEFLEC99 KD1239 GEOID HEIGHT- -32.62 (meters) GEOID03 KD1239 KD1239 HORZ ORDER - SECOND KD1239 VERT ORDER - THIRD ? (See Below) KD1239 KD1239.The horizontal coordinates were established by classical geodetic methods KD1239.and adjusted by the National Geodetic Survey in February 2000. KD1239 KD1239.The NAVD 88 height was computed by applying the VERTCON shift value to KD1239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KD1239.The vertical order pertains to the NGVD 29 superseded value. KD1239 KD1239.The Laplace correction was computed from DEFLEC99 derived deflections. KD1239 KD1239.The geoid height was determined by GEOID03. KD1239 KD1239; North East Units Scale Factor Converg. KD1239;SPC MO W - 337,260.066 930,328.567 MT 1.00002060 +0 35 16.2 KD1239;SPC MO C - 374,374.717 407,577.974 MT 1.00003847 -0 40 34.9 KD1239;UTM 15 - 4,339,322.287 450,782.352 MT 0.99962983 -0 21 37.0 KD1239 KD1239! - Elev Factor x Scale Factor = Combined Factor KD1239!SPC MO W - 0.99996523 x 1.00002060 = 0.99998583 KD1239!SPC MO C - 0.99996523 x 1.00003847 = 1.00000370 KD1239!UTM 15 - 0.99996523 x 0.99962983 = 0.99959507 KD1239 KD1239 SUPERSEDED SURVEY CONTROL KD1239 KD1239 NAD 83(1997)- 39 12 06.37173(N) 093 34 12.03010(W) AD( ) 2 KD1239 NAD 83(1986)- 39 12 06.37613(N) 093 34 12.02834(W) AD( ) 2 KD1239 NAD 27 - 39 12 06.30900(N) 093 34 11.25830(W) AD( ) 2 KD1239 NGVD 29 (07/19/86) 254.12 (m) 833.7 (f) LEVELING 3 KD1239 KD1239.Superseded values are not recommended for survey control. KD1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD1239.See file dsdata.txt to determine how the superseded data were derived. KD1239 KD1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD5078239322(NAD 83) KD1239_MARKER: DB = BENCH MARK DISK KD1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD1239 KD1239 HISTORY - Date Condition Report By KD1239 HISTORY - 1949 MONUMENTED USGS KD1239 HISTORY - 20050310 MARK NOT FOUND MODNR KD1239 KD1239 STATION DESCRIPTION KD1239 KD1239'DESCRIBED BY US GEOLOGICAL SURVEY 1949 KD1239'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 KD1239'AND 65 IN THE SOUTHEAST PART OF WAVERLY, GO WEST ON U.S. HIGHWAY KD1239'24 FOR 1.9 MILES TO THE JUNCTION OF STATE HIGHWAY 23. KD1239'CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.9 MILE TO A SERVICE KD1239'STATION ON THE LEFT. CONTINUE WEST ON U.S. HIGHWAY 24 FOR 0.35 MILE KD1239'TO A DIRT ROAD ON THE LEFT. TURN LEFT OFF THE HIGHWAY AND KD1239'GO SOUTH ON DIRT ROAD FOR 0.05 MILE TO WHERE DIRT TURNS RIGHT. KD1239'TURN LEFT INTO SMALL CEMETERY AND THE STATION AS DESCRIBED. KD1239' KD1239'B.M. 1002 (USGS) IS 50 FEET SOUTH OF THE SOUTHEAST CORNER OF KD1239'HOUSE, 36 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24 AND 22 KD1239'FEET SOUTH-SOUTHEAST OF GATE INTO FRONT YARD OF HOUSE. KD1239'IT IS STAMPED 1002 CWA 1934 AND IS SET FLUSH WITH THE SURFACE KD1239'OF THE GROUND. KD1239 KD1239 STATION RECOVERY (2005) KD1239 KD1239'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD1239'THE MARK WAS REPORTED NOT RECOVERED IN 1962 BY CGS (CJB). SEE THE KD1239'RECONNAISSANCE NOTES FOR CGS STATION WAVERLY PID KD0949. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0624 *********************************************************************** KD0624 DESIGNATION - A 220 KD0624 PID - KD0624 KD0624 STATE/COUNTY- MO/LAFAYETTE KD0624 USGS QUAD - LEXINGTON WEST (1979) KD0624 KD0624 *CURRENT SURVEY CONTROL KD0624 ___________________________________________________________________ KD0624* NAD 83(1986)- 39 08 00. (N) 093 59 04. (W) SCALED KD0624* NAVD 88 - 250.493 (meters) 821.83 (feet) ADJUSTED KD0624 ___________________________________________________________________ KD0624 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0624 DYNAMIC HT - 250.336 (meters) 821.31 (feet) COMP KD0624 MODELED GRAV- 979,993.9 (mgal) NAVD 88 KD0624 KD0624 VERT ORDER - FIRST CLASS II KD0624 KD0624.The horizontal coordinates were scaled from a topographic map and have KD0624.an estimated accuracy of +/- 6 seconds. KD0624 KD0624.The orthometric height was determined by differential leveling KD0624.and adjusted by the National Geodetic Survey in June 1991. KD0624.WARNING-Repeat measurements at this control monument indicate possible KD0624.vertical movement. KD0624 KD0624.The geoid height was determined by GEOID03. KD0624 KD0624.The dynamic height is computed by dividing the NAVD 88 KD0624.geopotential number by the normal gravity value computed on the KD0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0624.degrees latitude (g = 980.6199 gals.). KD0624 KD0624.The modeled gravity was interpolated from observed gravity values. KD0624 KD0624; North East Units Estimated Accuracy KD0624;SPC MO W - 329,380. 894,570. MT (+/- 180 meters Scaled) KD0624 KD0624 SUPERSEDED SURVEY CONTROL KD0624 KD0624 NGVD 29 (??/??/92) 250.385 (m) 821.47 (f) ADJ UNCH 1 2 KD0624 KD0624.Superseded values are not recommended for survey control. KD0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0624.See file dsdata.txt to determine how the superseded data were derived. KD0624 KD0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD149320(NAD 83) KD0624_MARKER: DB = BENCH MARK DISK KD0624_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES KD0624_SP_SET: WATER TANK FOUNDATION KD0624_STAMPING: A 220 1948 KD0624_MARK LOGO: CGS KD0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0624+STABILITY: SURFACE MOTION KD0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0624+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KD0624 KD0624 HISTORY - Date Condition Report By KD0624 HISTORY - 1948 MONUMENTED CGS KD0624 HISTORY - 1962 GOOD NGS KD0624 HISTORY - 1986 GOOD NGS KD0624 HISTORY - 20050325 GOOD MODNR KD0624 KD0624 STATION DESCRIPTION KD0624 KD0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KD0624'AT WELLINGTON. KD0624'AT WELLINGTON, SET IN THE NORTH CORNER OF THE MOST NORTHWESTERLY KD0624'CONCRETE BASE OF THE STEEL LEG OF THE WATER TOWER, ABOUT 226.0 KD0624'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY NO. 24, 0.7 KD0624'FOOT SOUTHWEST OF THE NORTHEAST FACE AND 0.8 FOOT SOUTHEAST KD0624'OF THE NORTHWEST FACE OF THE BASE, 1.1 FEET ABOVE THE GROUND. KD0624'NOTE-- THE WATER TOWER IS LOCATED ON THE TOP OF A HILL IN THE KD0624'VILLAGE. KD0624 KD0624 STATION RECOVERY (1962) KD0624 KD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 KD0624'RECOVERED IN GOOD CONDITION. KD0624 KD0624 STATION RECOVERY (1986) KD0624 KD0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0624'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN KD0624'WELLINGTON, AT THE JUNCTION OF MAY AND LYDIA STREETS, NEAR THE NORTH KD0624'CORNER OF THE CONCRETE FOUNDATION FOR THE NORTHWEST LEG OF THE CITY KD0624'WATER TANK, 49.5 M (162.4 FT) WEST OF THE CENTER OF MAY STREET, AND KD0624'7.0 M (23.0 FT) SOUTH OF THE CENTER OF LYDIA STREET. KD0624'THE MARK IS ABOVE LEVEL WITH THE STREETS. KD0624 KD0624 STATION RECOVERY (2005) KD0624 KD0624'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0624'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0623 *********************************************************************** KD0623 DESIGNATION - B 220 KD0623 PID - KD0623 KD0623 STATE/COUNTY- MO/LAFAYETTE KD0623 USGS QUAD - LEXINGTON WEST (1979) KD0623 KD0623 *CURRENT SURVEY CONTROL KD0623 ___________________________________________________________________ KD0623* NAD 83(1986)- 39 08 04. (N) 093 58 57. (W) SCALED KD0623* NAVD 88 - 241.720 (meters) 793.04 (feet) ADJUSTED KD0623 ___________________________________________________________________ KD0623 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0623 DYNAMIC HT - 241.568 (meters) 792.54 (feet) COMP KD0623 MODELED GRAV- 979,994.0 (mgal) NAVD 88 KD0623 KD0623 VERT ORDER - FIRST CLASS II KD0623 KD0623.The horizontal coordinates were scaled from a topographic map and have KD0623.an estimated accuracy of +/- 6 seconds. KD0623 KD0623.The orthometric height was determined by differential leveling KD0623.and adjusted by the National Geodetic Survey in June 1991. KD0623 KD0623.The geoid height was determined by GEOID03. KD0623 KD0623.The dynamic height is computed by dividing the NAVD 88 KD0623.geopotential number by the normal gravity value computed on the KD0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0623.degrees latitude (g = 980.6199 gals.). KD0623 KD0623.The modeled gravity was interpolated from observed gravity values. KD0623 KD0623; North East Units Estimated Accuracy KD0623;SPC MO W - 329,500. 894,740. MT (+/- 180 meters Scaled) KD0623 KD0623 SUPERSEDED SURVEY CONTROL KD0623 KD0623 NGVD 29 (??/??/92) 241.616 (m) 792.70 (f) ADJ UNCH 1 2 KD0623 KD0623.Superseded values are not recommended for survey control. KD0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0623.See file dsdata.txt to determine how the superseded data were derived. KD0623 KD0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD150321(NAD 83) KD0623_MARKER: DB = BENCH MARK DISK KD0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0623_SP_SET: CONCRETE POST KD0623_STAMPING: B 220 1948 KD0623_MARK LOGO: CGS KD0623_PROJECTION: PROJECTING 10 CENTIMETERS KD0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0623+STABILITY: SURFACE MOTION KD0623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0623+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KD0623 KD0623 HISTORY - Date Condition Report By KD0623 HISTORY - 1948 MONUMENTED CGS KD0623 HISTORY - 1962 GOOD NGS KD0623 HISTORY - 1986 GOOD NGS KD0623 HISTORY - 20050325 GOOD MODNR KD0623 KD0623 STATION DESCRIPTION KD0623 KD0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KD0623'AT WELLINGTON. KD0623'AT THE NORTHWEST CORNER OF A SMALL CITY PARK, 56 FEET SOUTHEAST KD0623'ACROSS AN ASPHALT STREET FROM THE SOUTHEAST CORNER OF A KD0623'TRUCK SCALE, 35 FEET EAST OF THE CENTERLINE OF THE ASPHALT KD0623'STREET, 30 FEET SOUTH OF THE CENTERLINE OF THE ASPHALT STREET, KD0623'2.2 FEET EAST OF A LIGHT POLE, AND SET IN THE TOP OF A CONCRETE KD0623'POST LEVEL WITH THE GROUND. KD0623 KD0623 STATION RECOVERY (1986) KD0623 KD0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0623'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN KD0623'WELLINGTON, AT THE JUNCTION OF FOURTH AND WALNUT STREETS, NEAR THE KD0623'NORTHWEST CORNER OF THE CITY PARK, 10.7 M (35.1 FT) SOUTH OF THE KD0623'CENTER OF FOURTH STREET, 9.2 M (30.2 FT) EAST OF THE CENTER OF WALNUT KD0623'STREET, 1.3 M (4.3 FT) SOUTH OF THE NORTHWEST CORNER OF A SHELTER KD0623'HOUSE, AND 0.7 M (2.3 FT) EAST OF A UTILITY POLE. KD0623'THE MARK IS ABOVE LEVEL WITH THE STREET. KD0623 KD0623 STATION RECOVERY (2005) KD0623 KD0623'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0623'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0621 *********************************************************************** KD0621 DESIGNATION - C 220 KD0621 PID - KD0621 KD0621 STATE/COUNTY- MO/LAFAYETTE KD0621 USGS QUAD - LEXINGTON WEST (1979) KD0621 KD0621 *CURRENT SURVEY CONTROL KD0621 ___________________________________________________________________ KD0621* NAD 83(1986)- 39 08 03. (N) 093 58 30. (W) SCALED KD0621* NAVD 88 - 216.639 (meters) 710.76 (feet) ADJUSTED KD0621 ___________________________________________________________________ KD0621 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0621 DYNAMIC HT - 216.503 (meters) 710.31 (feet) COMP KD0621 MODELED GRAV- 979,993.9 (mgal) NAVD 88 KD0621 KD0621 VERT ORDER - FIRST CLASS II KD0621 KD0621.The horizontal coordinates were scaled from a topographic map and have KD0621.an estimated accuracy of +/- 6 seconds. KD0621 KD0621.The orthometric height was determined by differential leveling KD0621.and adjusted by the National Geodetic Survey in June 1991. KD0621 KD0621.The geoid height was determined by GEOID03. KD0621 KD0621.The dynamic height is computed by dividing the NAVD 88 KD0621.geopotential number by the normal gravity value computed on the KD0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0621.degrees latitude (g = 980.6199 gals.). KD0621 KD0621.The modeled gravity was interpolated from observed gravity values. KD0621 KD0621; North East Units Estimated Accuracy KD0621;SPC MO W - 329,480. 895,390. MT (+/- 180 meters Scaled) KD0621 KD0621 SUPERSEDED SURVEY CONTROL KD0621 KD0621 NGVD 29 (??/??/92) 216.533 (m) 710.41 (f) ADJ UNCH 1 2 KD0621 KD0621.Superseded values are not recommended for survey control. KD0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0621.See file dsdata.txt to determine how the superseded data were derived. KD0621 KD0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD157321(NAD 83) KD0621_MARKER: DB = BENCH MARK DISK KD0621_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE KD0621_SP_SET: ABUTMENT KD0621_STAMPING: C 220 1948 KD0621_MARK LOGO: CGS KD0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD0621+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KD0621 KD0621 HISTORY - Date Condition Report By KD0621 HISTORY - 1948 MONUMENTED CGS KD0621 HISTORY - 1962 GOOD NGS KD0621 HISTORY - 1986 GOOD NGS KD0621 HISTORY - 20050325 GOOD MODNR KD0621 KD0621 STATION DESCRIPTION KD0621 KD0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KD0621'0.8 MI NE FROM WELLINGTON. KD0621'0.2 MILE NORTHWEST ALONG AN ASPHALT STREET FROM THE CITY HALL AT KD0621'WELLINGTON, THENCE 0.6 MILE EAST ALONG THE MISSOURI PACIFIC KD0621'RAILROAD, AT RAILROAD BRIDGE NO. 252.7 OVER THE BIG SNI-A-BAR KD0621'CREEK, IN THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE ABUTMENT KD0621'OF THE BRIDGE, 4.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 1.8 FEET KD0621'NORTHWEST OF THE SOUTHEAST EDGE OF THE HEADWALL, AND ABOUT LEVEL KD0621'WITH THE TRACKS. KD0621 KD0621 STATION RECOVERY (1986) KD0621 KD0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0621'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 10.7 KM KD0621'(6.65 MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN KD0621'LEXINGTON, IN THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE KD0621'MISSOURI PACIFIC RAILROAD BRIDGE NUMBER 252.7 SPANNING SNI-A-BAR KD0621'CREEK, 75.3 M (247.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 1.4 M (4.6 KD0621'FT) NORTH OF THE NEAR RAIL, AND 0.6 M (2.0 FT) SOUTH OF THE NORTH END KD0621'OF THE ABUTMENT. KD0621'THE MARK IS ABOVE LEVEL WITH THE TRACKS. KD0621 KD0621 STATION RECOVERY (2005) KD0621 KD0621'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0621'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0946 *********************************************************************** KD0946 DESIGNATION - D 327 KD0946 PID - KD0946 KD0946 STATE/COUNTY- MO/LAFAYETTE KD0946 USGS QUAD - WAVERLY (1979) KD0946 KD0946 *CURRENT SURVEY CONTROL KD0946 ___________________________________________________________________ KD0946* NAD 83(1986)- 39 11 36. (N) 093 36 44. (W) SCALED KD0946* NAVD 88 - 269.686 (meters) 884.79 (feet) ADJUSTED KD0946 ___________________________________________________________________ KD0946 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0946 DYNAMIC HT - 269.517 (meters) 884.24 (feet) COMP KD0946 MODELED GRAV- 979,995.7 (mgal) NAVD 88 KD0946 KD0946 VERT ORDER - FIRST CLASS II KD0946 KD0946.The horizontal coordinates were scaled from a topographic map and have KD0946.an estimated accuracy of +/- 6 seconds. KD0946 KD0946.The orthometric height was determined by differential leveling KD0946.and adjusted by the National Geodetic Survey in June 1991. KD0946 KD0946.The geoid height was determined by GEOID03. KD0946 KD0946.The dynamic height is computed by dividing the NAVD 88 KD0946.geopotential number by the normal gravity value computed on the KD0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0946.degrees latitude (g = 980.6199 gals.). KD0946 KD0946.The modeled gravity was interpolated from observed gravity values. KD0946 KD0946; North East Units Estimated Accuracy KD0946;SPC MO W - 336,290. 926,690. MT (+/- 180 meters Scaled) KD0946 KD0946 SUPERSEDED SURVEY CONTROL KD0946 KD0946.No superseded survey control is available for this station. KD0946 KD0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD471384(NAD 83) KD0946_MARKER: I = METAL ROD KD0946_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KD0946_SP_SET: STAINLESS STEEL ROD KD0946_STAMPING: D 327 1986 KD0946_MARK LOGO: NGS KD0946_PROJECTION: FLUSH KD0946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD0946_ROD/PIPE-DEPTH: 11.3 meters KD0946 KD0946 HISTORY - Date Condition Report By KD0946 HISTORY - 1986 MONUMENTED NGS KD0946 HISTORY - 20050309 POOR MODNR KD0946 KD0946 STATION DESCRIPTION KD0946 KD0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KD0946'24.0 KM (14.9 MI) EAST FROM LEXINGTON. KD0946'3.6 KM (2.25 MI) EASTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE KD0946'IN LEXINGTON, THENCE 20.4 KM (12.65 MI) EASTERLY ALONG U.S. HIGHWAY KD0946'24, 18.4 M (60.4 FT) NORTHEAST OF THE CENTER OF STATE HIGHWAY BB, 16.3 KD0946'KM (53.5 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 5.0 M (16.4 FT) KD0946'NORTH-NORTHEAST OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD KD0946'THROUGH A 5-INCH LOGO CAP. KD0946'THE MARK IS 0.3 METERS NW FROM A WITNESS POST AND FENCE KD0946'THE MARK IS 0.3 M BELOW THE HIGHWAY. KD0946 KD0946 STATION RECOVERY (2005) KD0946 KD0946'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0946'THE MARK IS TO BE FOUNDED IN AN AGRICULTURE FIELD. THE MARK HAS BEEN KD0946'BUMP INTO BUT THE STAINLESS STEEL ROD IS SOLID IN PLACE THE LOGO CAP KD0946'WAS TILTED. SET A CARSONITE WITNESS POST ABOUT 0.5 FEET SOUTHEAST OF KD0946'MARK. A 140 DELINEATOR METAL POST FOR PETROLEUM PIPELINE IS SOUTHERLY KD0946'78.0 FEET FROM THE MARK. THE AUTONOMOUS HAND HELD POSITIONS IS LAT 39 KD0946'11 38.3 LONG 93 36 44.0. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0618 *********************************************************************** KD0618 DESIGNATION - F 220 KD0618 PID - KD0618 KD0618 STATE/COUNTY- MO/LAFAYETTE KD0618 USGS QUAD - LEXINGTON WEST (1979) KD0618 KD0618 *CURRENT SURVEY CONTROL KD0618 ___________________________________________________________________ KD0618* NAD 83(1986)- 39 09 16. (N) 093 56 22. (W) SCALED KD0618* NAVD 88 - 213.875 (meters) 701.69 (feet) ADJUSTED KD0618 ___________________________________________________________________ KD0618 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0618 DYNAMIC HT - 213.741 (meters) 701.25 (feet) COMP KD0618 MODELED GRAV- 979,996.4 (mgal) NAVD 88 KD0618 KD0618 VERT ORDER - FIRST CLASS II KD0618 KD0618.The horizontal coordinates were scaled from a topographic map and have KD0618.an estimated accuracy of +/- 6 seconds. KD0618 KD0618.The orthometric height was determined by differential leveling KD0618.and adjusted by the National Geodetic Survey in June 1991. KD0618 KD0618.The geoid height was determined by GEOID03. KD0618 KD0618.The dynamic height is computed by dividing the NAVD 88 KD0618.geopotential number by the normal gravity value computed on the KD0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0618.degrees latitude (g = 980.6199 gals.). KD0618 KD0618.The modeled gravity was interpolated from observed gravity values. KD0618 KD0618; North East Units Estimated Accuracy KD0618;SPC MO W - 331,740. 898,450. MT (+/- 180 meters Scaled) KD0618 KD0618 SUPERSEDED SURVEY CONTROL KD0618 KD0618 NGVD 29 (??/??/92) 213.782 (m) 701.38 (f) ADJ UNCH 1 2 KD0618 KD0618.Superseded values are not recommended for survey control. KD0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0618.See file dsdata.txt to determine how the superseded data were derived. KD0618 KD0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD188343(NAD 83) KD0618_MARKER: DB = BENCH MARK DISK KD0618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0618_SP_SET: CONCRETE POST KD0618_STAMPING: F 220 1948 KD0618_MARK LOGO: CGS KD0618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0618+STABILITY: SURFACE MOTION KD0618 KD0618 HISTORY - Date Condition Report By KD0618 HISTORY - 1948 MONUMENTED CGS KD0618 HISTORY - 1962 GOOD NGS KD0618 HISTORY - 1986 GOOD NGS KD0618 HISTORY - 20050322 MARK NOT FOUND MODNR KD0618 KD0618 STATION DESCRIPTION KD0618 KD0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KD0618'2.5 MI SW FROM MYRICK STATION. KD0618'2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE KD0618'MYRICK RAILROAD STATION, ACROSS THE TRACK FROM MILE POLE NO. 250, KD0618'110 FEET SOUTH ACROSS TRACK FROM THE MILEPOLE, 75 FEET NORTHWEST KD0618'OF THE CENTERLINE OF THE HIGHWAY, 54.3 FEET SOUTHEAST OF THE KD0618'SOUTHEAST RAIL, 2.9 FEET NORTHEAST OF AN ELM TREE, 1.5 FEET KD0618'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACKS AND KD0618'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT. KD0618 KD0618 STATION RECOVERY (1986) KD0618 KD0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0618'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 6.2 KM (3.85 KD0618'MI) WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN LEXINGTON, KD0618'4.0 KM (2.5 MI) SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD AT MYRICK. KD0618 KD0618 STATION RECOVERY (2005) KD0618 KD0618'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0618'NOT RECOVERED, LAND OWNER SAID THE MARK HAS BEEN GONE SEVERAL YEARS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0702 *********************************************************************** KD0702 DESIGNATION - F 287 KD0702 PID - KD0702 KD0702 STATE/COUNTY- MO/LAFAYETTE KD0702 USGS QUAD - DOVER (1978) KD0702 KD0702 *CURRENT SURVEY CONTROL KD0702 ___________________________________________________________________ KD0702* NAD 83(1986)- 39 12 18. (N) 093 38 21. (W) SCALED KD0702* NAVD 88 - 267.355 (meters) 877.15 (feet) ADJUSTED KD0702 ___________________________________________________________________ KD0702 GEOID HEIGHT- -32.64 (meters) GEOID03 KD0702 DYNAMIC HT - 267.189 (meters) 876.60 (feet) COMP KD0702 MODELED GRAV- 979,998.3 (mgal) NAVD 88 KD0702 KD0702 VERT ORDER - FIRST CLASS II KD0702 KD0702.The horizontal coordinates were scaled from a topographic map and have KD0702.an estimated accuracy of +/- 6 seconds. KD0702 KD0702.The orthometric height was determined by differential leveling KD0702.and adjusted by the National Geodetic Survey in June 1991. KD0702 KD0702.The geoid height was determined by GEOID03. KD0702 KD0702.The dynamic height is computed by dividing the NAVD 88 KD0702.geopotential number by the normal gravity value computed on the KD0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0702.degrees latitude (g = 980.6199 gals.). KD0702 KD0702.The modeled gravity was interpolated from observed gravity values. KD0702 KD0702; North East Units Estimated Accuracy KD0702;SPC MO W - 337,560. 924,350. MT (+/- 180 meters Scaled) KD0702 KD0702 SUPERSEDED SURVEY CONTROL KD0702 KD0702 NGVD 29 (??/??/92) 267.236 (m) 876.76 (f) ADJ UNCH 1 2 KD0702 KD0702.Superseded values are not recommended for survey control. KD0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0702.See file dsdata.txt to determine how the superseded data were derived. KD0702 KD0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD448397(NAD 83) KD0702_MARKER: DB = BENCH MARK DISK KD0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0702_SP_SET: CONCRETE POST KD0702_STAMPING: F 287 1962 KD0702_MARK LOGO: CGS KD0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0702+STABILITY: SURFACE MOTION KD0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0702+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005 KD0702 KD0702 HISTORY - Date Condition Report By KD0702 HISTORY - 1962 MONUMENTED CGS KD0702 HISTORY - 1986 GOOD NGS KD0702 HISTORY - 20050309 GOOD MODNR KD0702 KD0702 STATION DESCRIPTION KD0702 KD0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 KD0702'2 MI SW FROM HODGE. KD0702'2.0 MILES SOUTHWEST ALONG ASPHALT COUNTY ROAD NO. N FROM THE KD0702'GENERAL STORE AND POST OFFICE AT HODGE, 24.9 FEET EAST OF THE KD0702'CENTERLINE OF THE ROAD, 78 FEET NORTHEAST ACROSS THE ROAD FROM KD0702'A POWER POLE BRACED BY A GUY WIRE AND BEARING A SMALL TRANSFORMER, KD0702'10.6 FEET SOUTH OF THE CENTERLINE OF A PRIVATE DRIVEWAY LEADING KD0702'SOUTHEAST TO AN ABANDONED FARMHOUSE, 1.8 FEET NORTH OF A TELEPHONE KD0702'POLE, 1.5 FEET NORTHWEST OF A FENCE CORNER, 1.8 FEET WEST OF A KD0702'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND KD0702'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT. KD0702 KD0702 STATION RECOVERY (1986) KD0702 KD0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0702'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 3.2 KM (2.0 MI) KD0702'SOUTHERLY ALONG COUNTY ROAD N FROM ITS JUNCTION WITH THE MISSOURI KD0702'PACIFIC RAILROADIN HODGE. KD0702 KD0702 STATION RECOVERY (2005) KD0702 KD0702'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0702'FROM THE JUNCTION OF HIGHWAY 24 AND ROUTE N GO NORTH ALONG ROUTE N KD0702'FOR 0.8 MILES TO A FIELD ENTRANCE AND MARK ON THE RIGHT. SET CARSONITE KD0702'WITNESS POST IN FENCE LINE 2.3 FEET SOUTHERLY FROM THE MARK. THE KD0702'AUTONOMOUS HAND HELD POSITIONS IS LAT 39 12 20.5 LONG 93 38 22.2. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0639 *********************************************************************** KD0639 DESIGNATION - G 98 KD0639 PID - KD0639 KD0639 STATE/COUNTY- MO/LAFAYETTE KD0639 USGS QUAD - LEXINGTON WEST (1979) KD0639 KD0639 *CURRENT SURVEY CONTROL KD0639 ___________________________________________________________________ KD0639* NAD 83(1986)- 39 11 07. (N) 093 52 59. (W) SCALED KD0639* NAVD 88 - 259.071 (meters) 849.97 (feet) ADJUSTED KD0639 ___________________________________________________________________ KD0639 GEOID HEIGHT- -32.64 (meters) GEOID03 KD0639 DYNAMIC HT - 258.910 (meters) 849.44 (feet) COMP KD0639 MODELED GRAV- 979,999.8 (mgal) NAVD 88 KD0639 KD0639 VERT ORDER - FIRST CLASS II KD0639 KD0639.The horizontal coordinates were scaled from a topographic map and have KD0639.an estimated accuracy of +/- 6 seconds. KD0639 KD0639.The orthometric height was determined by differential leveling KD0639.and adjusted by the National Geodetic Survey in June 1991. KD0639.WARNING-Repeat measurements at this control monument indicate possible KD0639.vertical movement. KD0639 KD0639.The geoid height was determined by GEOID03. KD0639 KD0639.The dynamic height is computed by dividing the NAVD 88 KD0639.geopotential number by the normal gravity value computed on the KD0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0639.degrees latitude (g = 980.6199 gals.). KD0639 KD0639.The modeled gravity was interpolated from observed gravity values. KD0639 KD0639; North East Units Estimated Accuracy KD0639;SPC MO W - 335,200. 903,300. MT (+/- 180 meters Scaled) KD0639 KD0639 SUPERSEDED SURVEY CONTROL KD0639 KD0639 NGVD 29 (??/??/92) 258.969 (m) 849.63 (f) ADJ UNCH 1 2 KD0639 KD0639.Superseded values are not recommended for survey control. KD0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0639.See file dsdata.txt to determine how the superseded data were derived. KD0639 KD0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD237377(NAD 83) KD0639_MARKER: DB = BENCH MARK DISK KD0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0639_SP_SET: CONCRETE POST KD0639_STAMPING: G 98 1935 KD0639_MARK LOGO: CGS KD0639_PROJECTION: FLUSH KD0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0639+STABILITY: SURFACE MOTION KD0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0639+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005 KD0639 KD0639 HISTORY - Date Condition Report By KD0639 HISTORY - UNK MONUMENTED CGS KD0639 HISTORY - 1962 GOOD NGS KD0639 HISTORY - 1986 GOOD NGS KD0639 HISTORY - 20050322 GOOD MODNR KD0639 KD0639 STATION DESCRIPTION KD0639 KD0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 KD0639'AT LEXINGTON. KD0639'AT LEXINGTON, AT THE INTERSECTION OF THIRTEENTH AND MAIN KD0639'STREETS, AT THE POST OFFICE, IN THE NORTHWEST CORNER OF THE KD0639'LAWN, 1 FOOT SOUTH OF THE SIDEWALK, ABOUT 1 FOOT ABOVE THE KD0639'STREET, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. KD0639 KD0639 STATION RECOVERY (1986) KD0639 KD0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0639'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN KD0639'LEXINGTON, AT THE INTERSECTION OF MAIN AND 13TH STREET, NEAR THE KD0639'NORTHWEST CORNER OF A LAWN AT THE OLD POST OFFICE BUILDING, 12.4 M KD0639'(40.7 FT) SOUTH OF THE CENTERLINE OF MAIN STREET, 9.7 M (31.8 FT) EAST KD0639'OF THE CENTERLINE OF 13TH STREET, AND 3.3 M (10.8 FT) NORTHWEST OF THE KD0639'NORTHWEST CORNER OF THE BUILDING. KD0639'THE MARK IS 0.3 M ABOVE THE STREETS. KD0639 KD0639 STATION RECOVERY (2005) KD0639 KD0639'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0639'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0537 *********************************************************************** KD0537 DESIGNATION - H 286 KD0537 PID - KD0537 KD0537 STATE/COUNTY- MO/LAFAYETTE KD0537 USGS QUAD - GRAND PASS (1978) KD0537 KD0537 *CURRENT SURVEY CONTROL KD0537 ___________________________________________________________________ KD0537* NAD 83(1986)- 39 08 07. (N) 093 29 11. (W) SCALED KD0537* NAVD 88 - 222.565 (meters) 730.20 (feet) ADJUSTED KD0537 ___________________________________________________________________ KD0537 GEOID HEIGHT- -32.60 (meters) GEOID03 KD0537 DYNAMIC HT - 222.426 (meters) 729.74 (feet) COMP KD0537 MODELED GRAV- 979,997.9 (mgal) NAVD 88 KD0537 KD0537 VERT ORDER - SECOND CLASS 0 KD0537 KD0537.The horizontal coordinates were scaled from a topographic map and have KD0537.an estimated accuracy of +/- 6 seconds. KD0537 KD0537.The orthometric height was determined by differential leveling KD0537.and adjusted by the National Geodetic Survey in June 1991. KD0537 KD0537.The geoid height was determined by GEOID03. KD0537 KD0537.The dynamic height is computed by dividing the NAVD 88 KD0537.geopotential number by the normal gravity value computed on the KD0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0537.degrees latitude (g = 980.6199 gals.). KD0537 KD0537.The modeled gravity was interpolated from observed gravity values. KD0537 KD0537; North East Units Estimated Accuracy KD0537;SPC MO W - 329,960. 937,630. MT (+/- 180 meters Scaled) KD0537 KD0537 SUPERSEDED SURVEY CONTROL KD0537 KD0537 NGVD 29 (??/??/92) 222.463 (m) 729.86 (f) ADJ UNCH 2 0 KD0537 KD0537.Superseded values are not recommended for survey control. KD0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0537.See file dsdata.txt to determine how the superseded data were derived. KD0537 KD0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD579319(NAD 83) KD0537_MARKER: DB = BENCH MARK DISK KD0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT KD0537_STAMPING: H 286 1962 KD0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0537+STABILITY: SURFACE MOTION KD0537 KD0537 HISTORY - Date Condition Report By KD0537 HISTORY - 1962 MONUMENTED CGS KD0537 HISTORY - 20050308 MARK NOT FOUND MODNR KD0537 KD0537 STATION DESCRIPTION KD0537 KD0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 KD0537'2.5 MI N FROM BLACKBURN. KD0537'ABOUT 0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT KD0537'BLACKBURN, THENCE 0.25 MILE WEST ALONG COUNTY ROAD, THENCE 1.45 KD0537'MILES NORTH ALONG COUNTY ROAD, NEAR THE CREST OF A HILL, AT A KD0537'WOODEN GATE, IN THE FENCELINE, 29.3 FEET WEST OF THE CENTERLINE KD0537'OF THE ROAD, 11 FEET SOUTH OF THE CENTER OF THE WOODEN GATE, 1.9 KD0537'FEET WEST OF A TELEPHONE POLE, 1.2 FEET NORTH OF A WITNESS POST, KD0537'ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE KD0537'POST PROJECTING 0.5 FOOT. KD0537 KD0537 STATION RECOVERY (2005) KD0537 KD0537'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0537'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0616 *********************************************************************** KD0616 DESIGNATION - J 285 KD0616 PID - KD0616 KD0616 STATE/COUNTY- MO/LAFAYETTE KD0616 USGS QUAD - LEXINGTON WEST (1979) KD0616 KD0616 *CURRENT SURVEY CONTROL KD0616 ___________________________________________________________________ KD0616* NAD 83(1986)- 39 10 02. (N) 093 54 58. (W) SCALED KD0616* NAVD 88 - 210.538 (meters) 690.74 (feet) ADJUSTED KD0616 ___________________________________________________________________ KD0616 GEOID HEIGHT- -32.63 (meters) GEOID03 KD0616 DYNAMIC HT - 210.407 (meters) 690.31 (feet) COMP KD0616 MODELED GRAV- 979,997.9 (mgal) NAVD 88 KD0616 KD0616 VERT ORDER - FIRST CLASS II KD0616 KD0616.The horizontal coordinates were scaled from a topographic map and have KD0616.an estimated accuracy of +/- 6 seconds. KD0616 KD0616.The orthometric height was determined by differential leveling KD0616.and adjusted by the National Geodetic Survey in June 1991. KD0616 KD0616.The geoid height was determined by GEOID03. KD0616 KD0616.The dynamic height is computed by dividing the NAVD 88 KD0616.geopotential number by the normal gravity value computed on the KD0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0616.degrees latitude (g = 980.6199 gals.). KD0616 KD0616.The modeled gravity was interpolated from observed gravity values. KD0616 KD0616; North East Units Estimated Accuracy KD0616;SPC MO W - 333,180. 900,460. MT (+/- 180 meters Scaled) KD0616 KD0616 SUPERSEDED SURVEY CONTROL KD0616 KD0616 NGVD 29 (??/??/92) 210.447 (m) 690.44 (f) ADJ UNCH 1 2 KD0616 KD0616.Superseded values are not recommended for survey control. KD0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0616.See file dsdata.txt to determine how the superseded data were derived. KD0616 KD0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD208357(NAD 83) KD0616_MARKER: DB = BENCH MARK DISK KD0616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE KD0616_SP_SET: HEADWALL KD0616_STAMPING: J 285 1962 KD0616_MARK LOGO: CGS KD0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0616+STABILITY: SURFACE MOTION KD0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KD0616+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KD0616 KD0616 HISTORY - Date Condition Report By KD0616 HISTORY - 1962 MONUMENTED CGS KD0616 HISTORY - 1986 GOOD NGS KD0616 HISTORY - 20050325 GOOD MODNR KD0616 KD0616 STATION DESCRIPTION KD0616 KD0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 KD0616'1 MI SW FROM MYRICK STATION. KD0616'1.0 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE KD0616'MYRICK RAILROAD STATION, 20 POLES SOUTHWEST OF MILEPOST NO. 248, KD0616'AT A 10 X 12 FOOT BOX CULVERT UNDER THE RAILROAD, IN THE TOP OF KD0616'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL, 91 FEET KD0616'NORTHEAST ACROSS TRACKS FROM POLE NO. 248-20 27.3 FEET NORTHWEST KD0616'OF THE NORTHWEST RAIL OF THE MAIN TRACKS, 0.5 FEET NORTHEAST OF KD0616'THE SOUTHWEST EDGE OF THE HEADWALL, ABOUT 5 1/2 FEET LOWER THAN KD0616'THE TRACKS. KD0616 KD0616 STATION RECOVERY (1986) KD0616 KD0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0616'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 3.7 KM (2.3 MI) KD0616'WESTERLY ALONG STATE HIGHWAY 224 FROM THE COURTHOUSE IN LEXINGTON, KD0616'1.6 KM (1.0 MI) SOUTHWEST OF THE MISSOURI PACIFIC RAILROAD STATION AT KD0616'MYRICK. ADD--34.3 M (112.5 FT) NORTHWEST OF THE HIGHWAY CENTERLINE. KD0616 KD0616 STATION RECOVERY (2005) KD0616 KD0616'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0616'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0642 *********************************************************************** KD0642 DESIGNATION - N 282 KD0642 PID - KD0642 KD0642 STATE/COUNTY- MO/LAFAYETTE KD0642 USGS QUAD - LEXINGTON EAST (1978) KD0642 KD0642 *CURRENT SURVEY CONTROL KD0642 ___________________________________________________________________ KD0642* NAD 83(1986)- 39 10 44. (N) 093 51 15. (W) SCALED KD0642* NAVD 88 - 237.489 (meters) 779.16 (feet) ADJUSTED KD0642 ___________________________________________________________________ KD0642 GEOID HEIGHT- -32.64 (meters) GEOID03 KD0642 DYNAMIC HT - 237.342 (meters) 778.68 (feet) COMP KD0642 MODELED GRAV- 979,999.2 (mgal) NAVD 88 KD0642 KD0642 VERT ORDER - SECOND CLASS 0 KD0642 KD0642.The horizontal coordinates were scaled from a topographic map and have KD0642.an estimated accuracy of +/- 6 seconds. KD0642 KD0642.The orthometric height was determined by differential leveling KD0642.and adjusted by the National Geodetic Survey in June 1991. KD0642 KD0642.The geoid height was determined by GEOID03. KD0642 KD0642.The dynamic height is computed by dividing the NAVD 88 KD0642.geopotential number by the normal gravity value computed on the KD0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0642.degrees latitude (g = 980.6199 gals.). KD0642 KD0642.The modeled gravity was interpolated from observed gravity values. KD0642 KD0642; North East Units Estimated Accuracy KD0642;SPC MO W - 334,510. 905,800. MT (+/- 180 meters Scaled) KD0642 KD0642 SUPERSEDED SURVEY CONTROL KD0642 KD0642 NGVD 29 (??/??/92) 237.390 (m) 778.84 (f) ADJ UNCH 2 0 KD0642 KD0642.Superseded values are not recommended for survey control. KD0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0642.See file dsdata.txt to determine how the superseded data were derived. KD0642 KD0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD262369(NAD 83) KD0642_MARKER: DB = BENCH MARK DISK KD0642_SETTING: 30 = SET IN A LIGHT STRUCTURE KD0642_SP_SET: CULVERT KD0642_STAMPING: N 282 1962 KD0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY KD0642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0642+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005 KD0642 KD0642 HISTORY - Date Condition Report By KD0642 HISTORY - 1962 MONUMENTED CGS KD0642 HISTORY - 20050325 GOOD MODNR KD0642 KD0642 STATION DESCRIPTION KD0642 KD0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 KD0642'1 MI SE FROM LEXINGTON. KD0642'0.95 MILE SOUTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM KD0642'THE STATION AT LEXINGTON, IN THE WEST END OF THE NORTH CONCRETE KD0642'HEADWALL OF A 5 X 5 FOOT CONCRETE CULVERT UNDER THE TRACKS, KD0642'300 FEET SOUTHEAST OF THE CROSSING OF U.S. HIGHWAY 24, 9 FEET KD0642'NORTH OF THE NORTH RAIL, ABOUT 1 FOOT BELOW THE TRACKS, A KD0642'DISK DRILLED IN THE CONCRETE HEADWALL. KD0642 KD0642 STATION RECOVERY (2005) KD0642 KD0642'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0642'FOUND THE MARK ABOUT 300 FEET SOUTHERLY FROM U.S. HIGHWAY 24 LOCATED KD0642'IN THE CONCRETE HEADWALL OF A CULVERT, OF AN ABANDONED RAILROAD GRADE. KD0642'THE AUTONOMOUS HAD HELD POSITION IS LAT 39 10 42.7 LONG 93 51 13.9. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0932 *********************************************************************** KD0932 DESIGNATION - R 329 KD0932 PID - KD0932 KD0932 STATE/COUNTY- MO/LAFAYETTE KD0932 USGS QUAD - LEXINGTON WEST (1979) KD0932 KD0932 *CURRENT SURVEY CONTROL KD0932 ___________________________________________________________________ KD0932* NAD 83(1986)- 39 11 12. (N) 093 53 11. (W) SCALED KD0932* NAVD 88 - 255.331 (meters) 837.70 (feet) ADJUSTED KD0932 ___________________________________________________________________ KD0932 GEOID HEIGHT- -32.64 (meters) GEOID03 KD0932 DYNAMIC HT - 255.172 (meters) 837.18 (feet) COMP KD0932 MODELED GRAV- 980,000.0 (mgal) NAVD 88 KD0932 KD0932 VERT ORDER - FIRST CLASS II KD0932 KD0932.The horizontal coordinates were scaled from a topographic map and have KD0932.an estimated accuracy of +/- 6 seconds. KD0932 KD0932.The orthometric height was determined by differential leveling KD0932.and adjusted by the National Geodetic Survey in June 1991. KD0932 KD0932.The geoid height was determined by GEOID03. KD0932 KD0932.The dynamic height is computed by dividing the NAVD 88 KD0932.geopotential number by the normal gravity value computed on the KD0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0932.degrees latitude (g = 980.6199 gals.). KD0932 KD0932.The modeled gravity was interpolated from observed gravity values. KD0932 KD0932; North East Units Estimated Accuracy KD0932;SPC MO W - 335,350. 903,010. MT (+/- 180 meters Scaled) KD0932 KD0932 SUPERSEDED SURVEY CONTROL KD0932 KD0932.No superseded survey control is available for this station. KD0932 KD0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD234378(NAD 83) KD0932_MARKER: I = METAL ROD KD0932_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KD0932_SP_SET: STAINLESS STEEL ROD KD0932_STAMPING: R 329 1986 KD0932_MARK LOGO: NGS KD0932_PROJECTION: RECESSED 2 CENTIMETERS KD0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KD0932_ROD/PIPE-DEPTH: 9.1 meters KD0932 KD0932 HISTORY - Date Condition Report By KD0932 HISTORY - 1986 MONUMENTED NGS KD0932 HISTORY - 20050322 MARK NOT FOUND MODNR KD0932 KD0932 STATION DESCRIPTION KD0932 KD0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KD0932'IN LEXINGTON. KD0932'IN LEXINGTON, AT THE INTERSECTION OF STATE HIGHWAYS 13 AND 224, AND KD0932'HIGHLAND AVENUE, 25.5 M (83.7 FT) NORTHWEST OF THE AVENUE CENTER, 21.0 KD0932'M (68.9 FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 7.9 M (25.9 FT) KD0932'SOUTHWEST OF A PAVED ROAD CENTER, AND 1.1 M (3.6 FT) SOUTHWEST OF THE KD0932'SOUTHWEST FACE OF A MOTHER STATUE. NOTE--ACCESS TO DATUM POINT IS HAD KD0932'THROUGH A 5-INCH LOGO CAP. KD0932'THE MARK IS ABOVE LEVEL WITH THE AVENUE. KD0932 KD0932 STATION RECOVERY (2005) KD0932 KD0932'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0932'NOT RECOVERED, STATUE HAS BEEN LANDSCAPED, AND MOST LIKE MARK IS BELOW KD0932'LANDSCAPED MATERIALS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0563 *********************************************************************** KD0563 DESIGNATION - X 223 KD0563 PID - KD0563 KD0563 STATE/COUNTY- MO/LAFAYETTE KD0563 USGS QUAD - WAVERLY (1979) KD0563 KD0563 *CURRENT SURVEY CONTROL KD0563 ___________________________________________________________________ KD0563* NAD 83(1986)- 39 12 47. (N) 093 31 03. (W) SCALED KD0563* NAVD 88 - 209.069 (meters) 685.92 (feet) ADJUSTED KD0563 ___________________________________________________________________ KD0563 GEOID HEIGHT- -32.61 (meters) GEOID03 KD0563 DYNAMIC HT - 208.940 (meters) 685.50 (feet) COMP KD0563 MODELED GRAV- 980,007.6 (mgal) NAVD 88 KD0563 KD0563 VERT ORDER - FIRST CLASS II KD0563 KD0563.The horizontal coordinates were scaled from a topographic map and have KD0563.an estimated accuracy of +/- 6 seconds. KD0563 KD0563.The orthometric height was determined by differential leveling KD0563.and adjusted by the National Geodetic Survey in June 1991. KD0563 KD0563.The geoid height was determined by GEOID03. KD0563 KD0563.The dynamic height is computed by dividing the NAVD 88 KD0563.geopotential number by the normal gravity value computed on the KD0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0563.degrees latitude (g = 980.6199 gals.). KD0563 KD0563.The modeled gravity was interpolated from observed gravity values. KD0563 KD0563; North East Units Estimated Accuracy KD0563;SPC MO W - 338,560. 934,850. MT (+/- 180 meters Scaled) KD0563 KD0563 SUPERSEDED SURVEY CONTROL KD0563 KD0563 NGVD 29 (??/??/92) 208.951 (m) 685.53 (f) ADJ UNCH 1 2 KD0563 KD0563.Superseded values are not recommended for survey control. KD0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0563.See file dsdata.txt to determine how the superseded data were derived. KD0563 KD0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD553405(NAD 83) KD0563_MARKER: DB = BENCH MARK DISK KD0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0563_SP_SET: CONCRETE POST KD0563_STAMPING: X 223 1948 KD0563_MARK LOGO: CGS KD0563_PROJECTION: PROJECTING 15 CENTIMETERS KD0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0563+STABILITY: SURFACE MOTION KD0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR KD0563+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2005 KD0563 KD0563 HISTORY - Date Condition Report By KD0563 HISTORY - 1948 MONUMENTED CGS KD0563 HISTORY - 1962 GOOD NGS KD0563 HISTORY - 1986 GOOD NGS KD0563 HISTORY - 20050309 GOOD MODNR KD0563 KD0563 STATION DESCRIPTION KD0563 KD0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 KD0563'AT WAVERLY. KD0563'AT WAVERLY, ABOUT 0.15 MILE WEST OF THE SOUTH END OF U.S. HIGHWAY KD0563'NO. 65 BRIDGE OVER THE MISSOURI RIVER, 68.7 FEET NORTHWEST OF THE KD0563'NORTHWEST CORNER OF THE MISSOURI PACIFIC RAILROAD STATION, 67.8 KD0563'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE STATION, 39.7 FEET KD0563'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 23.0 FEET EAST OF THE KD0563'SOUTHEAST CORNER OF A SMALL COAL BUILDING, 2.7 FEET WEST OF A KD0563'SIGNAL TOWER, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 KD0563'FOOT ABOVE THE GROUND. KD0563 KD0563 STATION RECOVERY (1962) KD0563 KD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 KD0563'RECOVERED IN GOOD CONDITION. KD0563 KD0563 STATION RECOVERY (1986) KD0563 KD0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 KD0563'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN WAVERLY, KD0563'AT THE JUNCTION OF EAST WASHINGTON STREET AND THE MISSOURI PACIFIC KD0563'RAILROAD, 36.0 M (118.1 FT) WEST OF THE STREET CENTER, AND 11.9 M KD0563'(39.0 FT) NORTH OF THE NEAR RAIL. NOTE--THE MARK HAS BEEN HIT BUT IS KD0563'STILL SOLID IN PLACE. KD0563'THE MARK IS 0.3 METERS E FROM A WITNESS POST KD0563'THE MARK IS ABOVE LEVEL WITH THE TRACKS. KD0563 KD0563 STATION RECOVERY (2005) KD0563 KD0563'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0563'FOUND MARK NEAR THE PORT OF WAVERLY, MO AS DESCRIBED. THE AUTONOMOUS KD0563'HAND HELD POSITIONS IS LAT 39 12 47.3 LONG 93 31 03.7. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 KD0778 *********************************************************************** KD0778 DESIGNATION - X 293 KD0778 PID - KD0778 KD0778 STATE/COUNTY- MO/LAFAYETTE KD0778 USGS QUAD - LEXINGTON WEST (1979) KD0778 KD0778 *CURRENT SURVEY CONTROL KD0778 ___________________________________________________________________ KD0778* NAD 83(1986)- 39 07 41. (N) 093 52 57. (W) SCALED KD0778* NAVD 88 - 263.425 (meters) 864.25 (feet) ADJUSTED KD0778 ___________________________________________________________________ KD0778 GEOID HEIGHT- -32.62 (meters) GEOID03 KD0778 DYNAMIC HT - 263.259 (meters) 863.71 (feet) COMP KD0778 MODELED GRAV- 979,993.1 (mgal) NAVD 88 KD0778 KD0778 VERT ORDER - SECOND CLASS 0 KD0778 KD0778.The horizontal coordinates were scaled from a topographic map and have KD0778.an estimated accuracy of +/- 6 seconds. KD0778 KD0778.The orthometric height was determined by differential leveling KD0778.and adjusted by the National Geodetic Survey in June 1991. KD0778 KD0778.The geoid height was determined by GEOID03. KD0778 KD0778.The dynamic height is computed by dividing the NAVD 88 KD0778.geopotential number by the normal gravity value computed on the KD0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KD0778.degrees latitude (g = 980.6199 gals.). KD0778 KD0778.The modeled gravity was interpolated from observed gravity values. KD0778 KD0778; North East Units Estimated Accuracy KD0778;SPC MO W - 328,850. 903,390. MT (+/- 180 meters Scaled) KD0778 KD0778 SUPERSEDED SURVEY CONTROL KD0778 KD0778 NGVD 29 (??/??/92) 263.323 (m) 863.92 (f) ADJ UNCH 2 0 KD0778 KD0778.Superseded values are not recommended for survey control. KD0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KD0778.See file dsdata.txt to determine how the superseded data were derived. KD0778 KD0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SVD237313(NAD 83) KD0778_MARKER: DB = BENCH MARK DISK KD0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KD0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT KD0778_STAMPING: X 293 1962 KD0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KD0778+STABILITY: SURFACE MOTION KD0778 KD0778 HISTORY - Date Condition Report By KD0778 HISTORY - 1962 MONUMENTED CGS KD0778 HISTORY - 20050322 POOR MODNR KD0778 KD0778 STATION DESCRIPTION KD0778 KD0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 KD0778'3.9 MI S FROM LEXINGTON. KD0778'0.4 MILE SOUTH ALONG 20TH STREET FROM THE RAILROAD STATION AT KD0778'LEXINGTON, THENCE 1.75 MILES SOUTH ALONG STATE HIGHWAY 13, THENCE KD0778'1.75 MILES SOUTH ALONG COUNTY ROAD O, 43 FEET SOUTHEAST OF THE KD0778'CENTER OF THE INTERSECTION OF THE HIGHWAY AND A ROAD LEADING KD0778'WEST, 37 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 22 FEET KD0778'SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET EAST OF A FENCE KD0778'CORNER, 1.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE KD0778'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 KD0778'FOOT. KD0778 KD0778 STATION RECOVERY (2005) KD0778 KD0778'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (RWR) KD0778'FOUND CONCRETE MONUMENT, DISK MISSING.