1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1141 *********************************************************************** FF1141 DESIGNATION - A 75 FF1141 PID - FF1141 FF1141 STATE/COUNTY- AR/JACKSON FF1141 USGS QUAD - AUVERGNE (1981) FF1141 FF1141 *CURRENT SURVEY CONTROL FF1141 ___________________________________________________________________ FF1141* NAD 83(1986)- 35 34 44. (N) 091 10 49. (W) SCALED FF1141* NAVD 88 - 70.881 (meters) 232.55 (feet) ADJUSTED FF1141 ___________________________________________________________________ FF1141 GEOID HEIGHT- -27.44 (meters) GEOID99 FF1141 DYNAMIC HT - 70.820 (meters) 232.35 (feet) COMP FF1141 MODELED GRAV- 979,766.8 (mgal) NAVD 88 FF1141 FF1141 VERT ORDER - SECOND CLASS 0 FF1141 FF1141.The horizontal coordinates were scaled from a topographic map and have FF1141.an estimated accuracy of +/- 6 seconds. FF1141 FF1141.The orthometric height was determined by differential leveling FF1141.and adjusted by the National Geodetic Survey in June 1991. FF1141 FF1141.The geoid height was determined by GEOID99. FF1141 FF1141.The dynamic height is computed by dividing the NAVD 88 FF1141.geopotential number by the normal gravity value computed on the FF1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1141.degrees latitude (g = 980.6199 gals.). FF1141 FF1141.The modeled gravity was interpolated from observed gravity values. FF1141 FF1141; North East Units Estimated Accuracy FF1141;SPC AR N - 138,490. 474,290. MT (+/- 180 meters Scaled) FF1141 FF1141 SUPERSEDED SURVEY CONTROL FF1141 FF1141 NGVD 29 - 70.817 (m) 232.34 (f) ADJUSTED 2 0 FF1141 FF1141.Superseded values are not recommended for survey control. FF1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1141.See file dsdata.txt to determine how the superseded data were derived. FF1141 FF1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV648387(NAD 83) FF1141_MARKER: DB = BENCH MARK DISK FF1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1141_STAMPING: A-75 1934 FF1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1141+STABILITY: SURFACE MOTION FF1141 FF1141 HISTORY - Date Condition Report By FF1141 HISTORY - 1934 MONUMENTED CGS FF1141 HISTORY - 1938 GOOD CGS FF1141 HISTORY - 1955 GOOD LOCENG FF1141 HISTORY - 20020920 MARK NOT FOUND USACE FF1141 FF1141 STATION DESCRIPTION FF1141 FF1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF1141'4.7 MI W FROM AMAGON. FF1141'ALONG STATE ROAD 14, 433 FEET SOUTHEAST OF CENTER OF JUNCTION OF FF1141'STATE ROADS 14 AND 145, 150 FEET SOUTHEAST OF THE NORTHEAST FF1141'CORNER OF SWEARINGERS SERVICE STATION, 66 FEET SOUTH OF CENTER FF1141'LINE OF STATE ROAD 14, AT A POINT ABOUT MIDWAY OF CURVE. STANDARD FF1141'TABLET SET IN CONCRETE POST. FF1141 FF1141 STATION RECOVERY (1955) FF1141 FF1141'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 FF1141'RECOVERED IN GOOD CONDITION. FF1141 FF1141 STATION RECOVERY (2002) FF1141 FF1141'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1141'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1779 *********************************************************************** FF1779 DESIGNATION - AMAGON FF1779 PID - FF1779 FF1779 STATE/COUNTY- AR/JACKSON FF1779 USGS QUAD - AMAGON (1965) FF1779 FF1779 *CURRENT SURVEY CONTROL FF1779 ___________________________________________________________________ FF1779* NAD 83(1997)- 35 33 42.66359(N) 091 06 18.46612(W) ADJUSTED FF1779* NAVD 88 - 69. (meters) 226. (feet) SCALED FF1779 ___________________________________________________________________ FF1779 LAPLACE CORR- -0.27 (seconds) DEFLEC99 FF1779 GEOID HEIGHT- -27.44 (meters) GEOID99 FF1779 FF1779 HORZ ORDER - SECOND FF1779 FF1779.The horizontal coordinates were established by classical geodetic methods FF1779.and adjusted by the National Geodetic Survey in September 1999. FF1779 FF1779.The orthometric height was scaled from a topographic map. FF1779 FF1779.The Laplace correction was computed from DEFLEC99 derived deflections. FF1779 FF1779.The geoid height was determined by GEOID99. FF1779 FF1779; North East Units Scale Converg. FF1779;SPC AR N - 136,662.133 481,122.463 MT 0.99993601 +0 31 14.6 FF1779;UTM 15 - 3,937,004.973 671,730.060 MT 0.99996343 +1 06 08.2 FF1779 FF1779: Primary Azimuth Mark Grid Az FF1779:SPC AR N - AMAGON AZ MK 096 11 18.7 FF1779:UTM 15 - AMAGON AZ MK 095 36 25.1 FF1779 FF1779|---------------------------------------------------------------------| FF1779| PID Reference Object Distance Geod. Az | FF1779| dddmmss.s | FF1779| CI0058 AMAGON RM 1 27.195 METERS 02413 | FF1779| FF2123 WEINER ROBERTS RICE MILLS TANK APPROX.19.4 KM 0710839.1 | FF1779| FF2124 WEINER ROBERTS RICE MILLS ELEV APPROX.19.6 KM 0711255.1 | FF1779| CI0057 AMAGON AZ MK 0964233.3 | FF1779| CI0059 AMAGON RM 2 35.662 METERS 26650 | FF1779| FF1795 NEWPORT E TRANSMISSION TOWER APPROX.17.2 KM 2900740.6 | FF1779|---------------------------------------------------------------------| FF1779 FF1779 SUPERSEDED SURVEY CONTROL FF1779 FF1779 NAD 83(1997)- 35 33 42.67025(N) 091 06 18.46573(W) AD( ) 2 FF1779 NAD 83(1986)- 35 33 42.67569(N) 091 06 18.46564(W) AD( ) 2 FF1779 NAD 27 - 35 33 42.38540(N) 091 06 18.02330(W) AD( ) 2 FF1779 FF1779.Superseded values are not recommended for survey control. FF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1779.See file dsdata.txt to determine how the superseded data were derived. FF1779 FF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7173037005(NAD 83) FF1779_MARKER: DS = TRIANGULATION STATION DISK FF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1779+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002 FF1779 FF1779 HISTORY - Date Condition Report By FF1779 HISTORY - 1954 MONUMENTED CGS FF1779 HISTORY - 20020921 GOOD USACE FF1779 FF1779 STATION DESCRIPTION FF1779 FF1779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1779'THE STATION IS ON THE PROPERTY OF MR. W.A. MC CARTNEY, IN SECTION FF1779'21, T 11 N, R 1 W, ABOUT 0.35 MILE EAST OF THE POST OFFICE IN FF1779'AMAGON, 0.05 MILE WEST OF THE MC CARTNEY FARM HOME, 65 FEET FF1779'NORTH OF THE CENTER OF STATE HIGHWAY 14 AND 10 FEET NORTH OF A FF1779'4 X 4 INCH WHITE WITNESS POST. FF1779' FF1779'TO REACH THE STATION FROM THE POST OFFICE IN AMAGON, GO EAST FF1779'ON STATE HIGHWAY 14 FOR 0.35 MILE TO THE STATION ON THE LEFT, FF1779'CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE FF1779'RIGHT AS DESCRIBED. FF1779' FF1779'THE STATION MARK IS 10 INCHES BELOW THE SURFACE OF THE GROUND AND FF1779'THE DISK IS STAMPED AMAGON 1954. FF1779' FF1779'REFERENCE MARK 1 PROJECTS 1 INCH AND THE DISK IS STAMPED AMAGON FF1779'NO 1 1954. FF1779' FF1779'REFERENCE MARK 2 IS 60 FEET NORTH OF THE CENTER OF THE HIGHWAY FF1779'AND 1 FOOT NORTH OF A WIRE FENCE. THE MARK PROJECTS 2 INCHES FF1779'AND THE DISK IS STAMPED AMAGON NO 2 1954. FF1779' FF1779'THE AZIMUTH MARK IS 50 FEET SOUTH OF THE CENTER OF STATE FF1779'HIGHWAY 14, 31 FEET WEST OF THE CENTER OF A DIRT ROAD, 12 FEET FF1779'NORTHWEST OF A POWERLINE POLE AND 4 FEET NORTH OF A 4 X 4 INCH FF1779'WHITE WITNESS POST. THE MARK PROJECTS 4 INCHES AND THE DISK IS FF1779'STAMPED AMAGON 1954. FF1779' FF1779'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1779 FF1779 STATION RECOVERY (2002) FF1779 FF1779'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1779'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1780 *********************************************************************** FF1780 DESIGNATION - AUVERGNE FF1780 PID - FF1780 FF1780 STATE/COUNTY- AR/JACKSON FF1780 USGS QUAD - AUVERGNE (1981) FF1780 FF1780 *CURRENT SURVEY CONTROL FF1780 ___________________________________________________________________ FF1780* NAD 83(1997)- 35 30 25.97698(N) 091 13 38.41343(W) ADJUSTED FF1780* NAVD 88 - 77. (meters) 253. (feet) SCALED FF1780 ___________________________________________________________________ FF1780 LAPLACE CORR- -0.81 (seconds) DEFLEC99 FF1780 GEOID HEIGHT- -27.38 (meters) GEOID99 FF1780 FF1780 HORZ ORDER - SECOND FF1780 FF1780.The horizontal coordinates were established by classical geodetic methods FF1780.and adjusted by the National Geodetic Survey in September 1999. FF1780 FF1780.The orthometric height was scaled from a topographic map. FF1780 FF1780.The Laplace correction was computed from DEFLEC99 derived deflections. FF1780 FF1780.The geoid height was determined by GEOID99. FF1780 FF1780; North East Units Scale Converg. FF1780;SPC AR N - 130,507.102 470,091.821 MT 0.99993683 +0 26 58.6 FF1780;UTM 15 - 3,930,738.405 660,762.334 MT 0.99991849 +1 01 47.3 FF1780 FF1780: Primary Azimuth Mark Grid Az FF1780:SPC AR N - AUVERGNE AZ MK 234 40 21.0 FF1780:UTM 15 - AUVERGNE AZ MK 234 05 32.3 FF1780 FF1780|---------------------------------------------------------------------| FF1780| PID Reference Object Distance Geod. Az | FF1780| dddmmss.s | FF1780| FF1827 TUPELO TEX ILL GAS P L WNW MST APPROX.13.8 KM 1990519.3 | FF1780| CI0126 AUVERGNE RM 1 27.384 METERS 20704 | FF1780| CI0125 AUVERGNE AZ MK 2350719.6 | FF1780| CI0127 AUVERGNE RM 2 28.697 METERS 31409 | FF1780| FF1791 NEWPORT JACKSON CO CTHSE CUP APPROX.11.9 KM 3345956.8 | FF1780| FF1795 NEWPORT E TRANSMISSION TOWER APPROX.13.0 KM 3370817.6 | FF1780|---------------------------------------------------------------------| FF1780 FF1780 SUPERSEDED SURVEY CONTROL FF1780 FF1780 NAD 83(1997)- 35 30 25.98678(N) 091 13 38.41233(W) AD( ) 2 FF1780 NAD 83(1986)- 35 30 25.98849(N) 091 13 38.41331(W) AD( ) 2 FF1780 NAD 27 - 35 30 25.69480(N) 091 13 37.95880(W) AD( ) 2 FF1780 FF1780.Superseded values are not recommended for survey control. FF1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1780.See file dsdata.txt to determine how the superseded data were derived. FF1780 FF1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6076230738(NAD 83) FF1780_MARKER: DS = TRIANGULATION STATION DISK FF1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1780 FF1780 HISTORY - Date Condition Report By FF1780 HISTORY - 1954 MONUMENTED CGS FF1780 HISTORY - 1963 GOOD USAF FF1780 HISTORY - 20020920 MARK NOT FOUND USACE FF1780 FF1780 STATION DESCRIPTION FF1780 FF1780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1780'THE STATION IS ABOUT 7-1/2 MILES SOUTHEAST OF NEWPORT, 0.5 MILE FF1780'SOUTHEAST OF AUVERGNE, 0.15 MILE EAST OF STATE HIGHWAY 17, ON THE FF1780'HIGHEST HILL IN THE VICINITY, 24 FEET EAST OF A DIRT ROAD THAT FF1780'LEADS TO A CEMETERY, 25 FEET NORTH OF A FALLEN IN WOOD BUILDING FF1780'AND 2 FEET WEST OF A 4 IN X 4 IN WHITE WITNESS POST. FF1780' FF1780'TO REACH THE STATION FROM THE POST OFFICE IN AUVERGNE GO SOUTH ON FF1780'STATE HIGHWAY 17 FOR 0.45 MILE TO A DRIVEWAY ON THE LEFT, (FROM FF1780'THIS POINT THE AZIMUTH MARK MAY BE REACHED BY GOING SOUTH FOR 0.1 FF1780'MILE TO A CEMETERY AND SIDE ROAD ON THE RIGHT, TURN RIGHT AND FF1780'GO WEST FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS FF1780'DESCRIBED) TURN LEFT AND GO EAST FOR 0.15 MILE TO TOP OF HILL AND FF1780'THE STATION MARK ON THE RIGHT. FF1780' FF1780'THE STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FF1780'AUVERGNE 1954. FF1780' FF1780'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED FF1780'AUVERGNE NO 1 1954. FF1780' FF1780'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE ROAD LEADING TO FF1780'THE CEMETERY. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FF1780'AUVERGNE NO 2 1954. FF1780' FF1780'THE AZIMUTH MARK IS 24 FEET SOUTH OF A GRAVEL ROAD, 2 FEET WEST FF1780'OF A 4 IN X 4 IN WHITE WITNESS POST AND ON THE NORTH EDGE OF A FF1780'CEMETERY. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED FF1780'AUVERGNE 1954. FF1780' FF1780'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1780 FF1780 STATION RECOVERY (1963) FF1780 FF1780'RECOVERY NOTE BY US AIR FORCE 1963 FF1780'STATION, REFERENCE MARK 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD FF1780'CONDITION. REFERENCE MARK 2 WAS DESTROYED. THE DESCRIPTION FF1780'WAS ADEQUATE. FF1780 FF1780 STATION RECOVERY (2002) FF1780 FF1780'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1780'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0956 *********************************************************************** FF0956 DESIGNATION - B 9 FF0956 PID - FF0956 FF0956 STATE/COUNTY- AR/JACKSON FF0956 USGS QUAD - NEWPORT (1981) FF0956 FF0956 *CURRENT SURVEY CONTROL FF0956 ___________________________________________________________________ FF0956* NAD 83(1986)- 35 36 22. (N) 091 16 59. (W) SCALED FF0956* NAVD 88 - 71.636 (meters) 235.03 (feet) ADJUSTED FF0956 ___________________________________________________________________ FF0956 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0956 DYNAMIC HT - 71.575 (meters) 234.83 (feet) COMP FF0956 MODELED GRAV- 979,771.0 (mgal) NAVD 88 FF0956 FF0956 VERT ORDER - FIRST CLASS II FF0956 FF0956.The horizontal coordinates were scaled from a topographic map and have FF0956.an estimated accuracy of +/- 6 seconds. FF0956 FF0956.The orthometric height was determined by differential leveling FF0956.and adjusted by the National Geodetic Survey in June 1991. FF0956 FF0956.The geoid height was determined by GEOID99. FF0956 FF0956.The dynamic height is computed by dividing the NAVD 88 FF0956.geopotential number by the normal gravity value computed on the FF0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0956.degrees latitude (g = 980.6199 gals.). FF0956 FF0956.The modeled gravity was interpolated from observed gravity values. FF0956 FF0956; North East Units Estimated Accuracy FF0956;SPC AR N - 141,440. 464,960. MT (+/- 180 meters Scaled) FF0956 FF0956 SUPERSEDED SURVEY CONTROL FF0956 FF0956 NGVD 29 - 71.572 (m) 234.82 (f) ADJUSTED 1 2 FF0956 FF0956.Superseded values are not recommended for survey control. FF0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0956.See file dsdata.txt to determine how the superseded data were derived. FF0956 FF0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555416(NAD 83) FF0956_MARKER: DB = BENCH MARK DISK FF0956_SETTING: 36 = BUILDING FF0956_STAMPING: 234.816 B 9 1931 FF0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0956+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002 FF0956 FF0956 HISTORY - Date Condition Report By FF0956 HISTORY - 1931 MONUMENTED CGS FF0956 HISTORY - 1973 MARK NOT FOUND USGS FF0956 HISTORY - 1987 GOOD USPSQD FF0956 HISTORY - 20020921 GOOD USACE FF0956 FF0956 STATION DESCRIPTION FF0956 FF0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0956'AT NEWPORT. FF0956'AT NEWPORT, JACKSON COUNTY, IN THE FRONT OR NORTHWEST WALL OF FF0956'THE MISSOURI PACIFIC RAILROAD STATION, 2 FEET NORTHEAST OF THE FF0956'CORNER NEAR THE DOOR TO THE TRAINMENS ROOM, AND ABOUT 5 FEET FF0956'HIGHER THAN THE PLATFORM. A STANDARD DISK, STAMPED 234.816 B FF0956'9 1931 AND SET VERTICALLY. FF0956 FF0956 STATION RECOVERY (1973) FF0956 FF0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 FF0956'MARK NOT FOUND. FF0956 FF0956 STATION RECOVERY (1987) FF0956 FF0956'RECOVERY NOTE BY US POWER SQUADRON 1987 (MFS) FF0956'RECOVERED IN GOOD CONDITION. FF0956 FF0956 STATION RECOVERY (2002) FF0956 FF0956'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0956'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1140 *********************************************************************** FF1140 DESIGNATION - C 246 FF1140 PID - FF1140 FF1140 STATE/COUNTY- AR/JACKSON FF1140 USGS QUAD - AUVERGNE (1981) FF1140 FF1140 *CURRENT SURVEY CONTROL FF1140 ___________________________________________________________________ FF1140* NAD 83(1986)- 35 34 42. (N) 091 09 45. (W) SCALED FF1140* NAVD 88 - 68.428 (meters) 224.50 (feet) ADJUSTED FF1140 ___________________________________________________________________ FF1140 GEOID HEIGHT- -27.44 (meters) GEOID99 FF1140 DYNAMIC HT - 68.368 (meters) 224.30 (feet) COMP FF1140 MODELED GRAV- 979,766.5 (mgal) NAVD 88 FF1140 FF1140 VERT ORDER - SECOND CLASS 0 FF1140 FF1140.The horizontal coordinates were scaled from a topographic map and have FF1140.an estimated accuracy of +/- 6 seconds. FF1140 FF1140.The orthometric height was determined by differential leveling FF1140.and adjusted by the National Geodetic Survey in June 1991. FF1140 FF1140.The geoid height was determined by GEOID99. FF1140 FF1140.The dynamic height is computed by dividing the NAVD 88 FF1140.geopotential number by the normal gravity value computed on the FF1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1140.degrees latitude (g = 980.6199 gals.). FF1140 FF1140.The modeled gravity was interpolated from observed gravity values. FF1140 FF1140; North East Units Estimated Accuracy FF1140;SPC AR N - 138,450. 475,910. MT (+/- 180 meters Scaled) FF1140 FF1140 SUPERSEDED SURVEY CONTROL FF1140 FF1140 NGVD 29 - 68.363 (m) 224.29 (f) ADJUSTED 2 0 FF1140 FF1140.Superseded values are not recommended for survey control. FF1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1140.See file dsdata.txt to determine how the superseded data were derived. FF1140 FF1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV664387(NAD 83) FF1140_MARKER: DB = BENCH MARK DISK FF1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1140_STAMPING: C 246 1938 FF1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1140+STABILITY: SURFACE MOTION FF1140 FF1140 HISTORY - Date Condition Report By FF1140 HISTORY - 1938 MONUMENTED CGS FF1140 HISTORY - 1955 GOOD LOCENG FF1140 HISTORY - 20020920 MARK NOT FOUND USACE FF1140 FF1140 STATION DESCRIPTION FF1140 FF1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF1140'3.9 MI W FROM AMAGON. FF1140'ABOUT 3.9 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE FF1140'AT AMAGON, JACKSON COUNTY, ABOUT 1.0 MILE EAST OF THE JUNCTION FF1140'WITH STATE HIGHWAY 145, AT THE SCHOOL AT JOHNSTOWN, IN THE FF1140'NORTHEAST CORNER OF THE SCHOOLYARD, 126 FEET NORTHEAST OF THE FF1140'NORTHEAST CORNER OF THE BUILDING, 67 FEET SOUTHWEST OF A LARGE FF1140'LONE OAK TREE, 60 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, FF1140'AND 3.5 FEET FROM A WIRE FENCE. A STANDARD DISK, STAMPED C FF1140'246 1938 AND SET IN THE TOP OF A CONCRETE POST. FF1140 FF1140 STATION RECOVERY (1955) FF1140 FF1140'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 FF1140'RECOVERED IN GOOD CONDITION. FF1140 FF1140 STATION RECOVERY (2002) FF1140 FF1140'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1140'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1144 *********************************************************************** FF1144 DESIGNATION - C 75 FF1144 PID - FF1144 FF1144 STATE/COUNTY- AR/JACKSON FF1144 USGS QUAD - AUVERGNE (1981) FF1144 FF1144 *CURRENT SURVEY CONTROL FF1144 ___________________________________________________________________ FF1144* NAD 83(1986)- 35 33 47. (N) 091 07 38. (W) SCALED FF1144* NAVD 88 - 67.103 (meters) 220.15 (feet) ADJUSTED FF1144 ___________________________________________________________________ FF1144 GEOID HEIGHT- -27.44 (meters) GEOID99 FF1144 DYNAMIC HT - 67.044 (meters) 219.96 (feet) COMP FF1144 MODELED GRAV- 979,764.7 (mgal) NAVD 88 FF1144 FF1144 VERT ORDER - SECOND CLASS 0 FF1144 FF1144.The horizontal coordinates were scaled from a topographic map and have FF1144.an estimated accuracy of +/- 6 seconds. FF1144 FF1144.The orthometric height was determined by differential leveling FF1144.and adjusted by the National Geodetic Survey in June 1991. FF1144 FF1144.The geoid height was determined by GEOID99. FF1144 FF1144.The dynamic height is computed by dividing the NAVD 88 FF1144.geopotential number by the normal gravity value computed on the FF1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1144.degrees latitude (g = 980.6199 gals.). FF1144 FF1144.The modeled gravity was interpolated from observed gravity values. FF1144 FF1144; North East Units Estimated Accuracy FF1144;SPC AR N - 136,780. 479,120. MT (+/- 180 meters Scaled) FF1144 FF1144 SUPERSEDED SURVEY CONTROL FF1144 FF1144 NGVD 29 - 67.037 (m) 219.94 (f) ADJUSTED 2 0 FF1144 FF1144.Superseded values are not recommended for survey control. FF1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1144.See file dsdata.txt to determine how the superseded data were derived. FF1144 FF1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV697371(NAD 83) FF1144_MARKER: DB = BENCH MARK DISK FF1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1144_STAMPING: C 75 1934 FF1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1144+STABILITY: SURFACE MOTION FF1144 FF1144 HISTORY - Date Condition Report By FF1144 HISTORY - 1934 MONUMENTED CGS FF1144 HISTORY - 1955 GOOD CGS FF1144 HISTORY - 20020921 MARK NOT FOUND USACE FF1144 FF1144 STATION DESCRIPTION FF1144 FF1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF1144'1 MI W FROM AMAGON. FF1144'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE FF1144'AT AMAGON, JACKSON COUNTY, ABOUT 140 FEET NORTH OF THE NORTHEAST FF1144'CORNER OF THE CHESTER TAIT HOME, ABOUT 80 FEET NORTH OF THE FF1144'CENTER LINE OF THE HIGHWAY, ABOUT 40 FEET WEST OF THE CENTER FF1144'LINE OF A FARM LANE, 15 FEET WEST OF THE SOUTHEAST CORNER OF A FF1144'FENCE, AND 2 FEET SOUTH OF A FENCE LINE. A STANDARD DISK, FF1144'STAMPED C 75 1934 AND SET IN THE TOP OF A CONCRETE POST. FF1144 FF1144 STATION RECOVERY (1955) FF1144 FF1144'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 FF1144'RECOVERED IN GOOD CONDITION. FF1144 FF1144 STATION RECOVERY (2002) FF1144 FF1144'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1144'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0958 *********************************************************************** FF0958 DESIGNATION - C 9 RESET FF0958 PID - FF0958 FF0958 STATE/COUNTY- AR/JACKSON FF0958 USGS QUAD - NEWPORT (1981) FF0958 FF0958 *CURRENT SURVEY CONTROL FF0958 ___________________________________________________________________ FF0958* NAD 83(1986)- 35 36 16. (N) 091 16 57. (W) SCALED FF0958* NAVD 88 - 68.50 (+/-2cm) 224.7 (feet) VERTCON FF0958 ___________________________________________________________________ FF0958 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0958 FF0958 VERT ORDER - ? (See Below) FF0958 FF0958.The horizontal coordinates were scaled from a topographic map and have FF0958.an estimated accuracy of +/- 6 seconds. FF0958 FF0958.The NAVD 88 height was computed by applying the VERTCON shift value to FF0958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0958.The vertical order pertains to the superseded datum. FF0958 FF0958.The geoid height was determined by GEOID99. FF0958 FF0958; North East Units Estimated Accuracy FF0958;SPC AR N - 141,260. 465,010. MT (+/- 180 meters Scaled) FF0958 FF0958 SUPERSEDED SURVEY CONTROL FF0958 FF0958 NGVD 29 - 68.435 (m) 224.52 (f) ADJUSTED ? FF0958 FF0958.Superseded values are not recommended for survey control. FF0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0958.See file dsdata.txt to determine how the superseded data were derived. FF0958 FF0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555414(NAD 83) FF0958_MARKER: DB = BENCH MARK DISK FF0958_SETTING: 30 = DOOR STEP FF0958_STAMPING: C 9 RESET 1974 FF0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0958+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002 FF0958 FF0958 HISTORY - Date Condition Report By FF0958 HISTORY - 1974 MONUMENTED NGS FF0958 HISTORY - 20020921 GOOD USACE FF0958 FF0958 STATION DESCRIPTION FF0958 FF0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 FF0958'AT NEWPORT. FF0958'LOCATED AT THE JACKSON COUNTY COURTHOUSE IN NEWPORT, AT THE FF0958'SOUTH ENTRANCE TO THE COURTHOUSE, ON THE FIRST ELEVATED STEP, FF0958'THE NO. 2 (TWO) IN JACKSON COUNTY ARK. 1892. IT IS STAMPED FF0958'C 9 RESET 1974. IT IS 2.4 FEET WEST OF THE SOUTHEAST COLUMN OF FF0958'THE STEP, 2.6 FEET NORTH OF THE SOUTH EDGE OF THE BOTTOM METAL FF0958'STEP, 21 FEET NORTH OF THE NORTH CURB OF THE STREET, AND 15 FEET FF0958'NNW OF THE CENTER OF THE POST FOR THE SIGN (JACKSON COUNTY FIRST FF0958'COURTHOUSE). FF0958 FF0958 STATION RECOVERY (2002) FF0958 FF0958'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0958'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1782 *********************************************************************** FF1782 DESIGNATION - CART 2 FF1782 PID - FF1782 FF1782 STATE/COUNTY- AR/JACKSON FF1782 USGS QUAD - TUCKERMAN (1981) FF1782 FF1782 *CURRENT SURVEY CONTROL FF1782 ___________________________________________________________________ FF1782* NAD 83(1997)- 35 41 08.40452(N) 091 13 46.26009(W) ADJUSTED FF1782* NAVD 88 - 71. (meters) 233. (feet) SCALED FF1782 ___________________________________________________________________ FF1782 LAPLACE CORR- -0.03 (seconds) DEFLEC99 FF1782 GEOID HEIGHT- -27.55 (meters) GEOID99 FF1782 FF1782 HORZ ORDER - THIRD FF1782 FF1782.The horizontal coordinates were established by classical geodetic methods FF1782.and adjusted by the National Geodetic Survey in September 1999. FF1782.No horizontal observational check was made to the station. FF1782 FF1782.The orthometric height was scaled from a topographic map. FF1782 FF1782.The Laplace correction was computed from DEFLEC99 derived deflections. FF1782 FF1782.The geoid height was determined by GEOID99. FF1782 FF1782; North East Units Scale Converg. FF1782;SPC AR N - 150,303.221 469,739.179 MT 0.99993750 +0 26 54.0 FF1782;UTM 15 - 3,950,529.541 660,208.493 MT 0.99991629 +1 01 58.8 FF1782 FF1782|---------------------------------------------------------------------| FF1782| PID Reference Object Distance Geod. Az | FF1782| dddmmss.s | FF1782| CI1372 CART 2 RM 3 14.761 METERS 02718 | FF1782| FF1783 CART 15.713 METERS 17042 | FF1782| CI1373 CART 2 RM 4 24.624 METERS 23620 | FF1782|---------------------------------------------------------------------| FF1782 FF1782 SUPERSEDED SURVEY CONTROL FF1782 FF1782 NAD 83(1997)- 35 41 08.41115(N) 091 13 46.25764(W) AD( ) 3 FF1782 NAD 83(1986)- 35 41 08.41641(N) 091 13 46.26060(W) AD( ) 3 FF1782 NAD 27 - 35 41 08.13600(N) 091 13 45.80200(W) AD( ) 3 FF1782 FF1782.Superseded values are not recommended for survey control. FF1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1782.See file dsdata.txt to determine how the superseded data were derived. FF1782 FF1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6020850530(NAD 83) FF1782_MARKER: DS = TRIANGULATION STATION DISK FF1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1782 FF1782 HISTORY - Date Condition Report By FF1782 HISTORY - 1961 MONUMENTED CGS FF1782 HISTORY - 1963 GOOD USAF FF1782 HISTORY - 1968 GOOD CGS FF1782 HISTORY - 20020926 MARK NOT FOUND USACE FF1782 FF1782 STATION DESCRIPTION FF1782 FF1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH) FF1782'THE STATION IS LOCATED ABOUT 6 MILES NORTHEAST OF NEW PORT FF1782'AND 3-1/2 MILES SOUTHWEST OF TUCKERMAN IN THE NORTHWEST FF1782'ANGLE OF THE INTERSECTION OF U.S. HIGHWAY 67 AND A GRAVELED FF1782'ROAD LEADING WEST TO HICKORY FLAT. IT IS 68 FEET WEST OF THE FF1782'CENTERLINE OF U.S. HIGHWAY 67, 143 FEET NORTH-NORTHWEST OF FF1782'THE CENTER OF THE GRAVELED ROAD LEADING WEST, 3 FEET EAST FF1782'OF A RIGHT-OF-WAY FENCE LINE, 31 FEET NORTH OF A FENCE CORNER FF1782'AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS A STANDARD FF1782'DISK, STAMPED CART 2 1961, PROJECTING 6 INCHES. FF1782' FF1782'REFERENCE MARK NO. 3 IS 48.43 FEET NORTH OF THE STATION, FF1782'70 FEET WEST-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 67, FF1782'191 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD LEADING FF1782'WEST AND 1 FOOT EAST-SOUTHEAST OF THE RIGHT-OF-WAY FENCE FF1782'AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A STANDARD FF1782'DISK, STAMPED CART 2 NO 3 1961, SET IN THE TOP OF A 12-INCH FF1782'ROUND CONCRETE POST PROJECTING 6 INCHES. FF1782' FF1782'REFERENCE MARK NO. 4 IS 80.79 FEET WEST-SOUTHWEST OF THE STATION, FF1782'81 FEET NORTH EAST OF THE CENTERLINE OF THE GRAVELED ROAD FF1782'LEADING WEST, 108 FEET WEST-NORTHWEST OF THE CENTERLINE OF FF1782'U.S. HIGHWAY 67, 2 FEET NORTHEAST OF A FENCE LINE AND 1 FOOT FF1782'NORTH OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED FF1782'CART 2 NO 3 1961, SET IN THE TOP OF A 12-INCH ROUND CONCRETE FF1782'POST PROJECTING 6 INCHES. FF1782' FF1782'THE DISTANCE BETWEEN REFERENCE MARK NO. 3 AND NO. 4 IS 125.34 FEET. FF1782' FF1782'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION. FF1782' FF1782'TO REACH THE STATION FROM THE JACKSON COUNTY COURTHOUSE AT FF1782'NEWPORT, GO NORTH ON U.S. HIGHWAY 67 FOT 7.5 MILES TO THE FF1782'SIDE ROAD LEFT AND THE STATION IN THE NORTHWEST ANGLE OF THE FF1782'INTERSECTION. FF1782 FF1782 STATION RECOVERY (1963) FF1782 FF1782'RECOVERY NOTE BY US AIR FORCE 1963 FF1782'STATION, AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE FF1782'DESCRIPTION WAS ADEQUATE. FF1782 FF1782 STATION RECOVERY (1968) FF1782 FF1782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS) FF1782'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED FF1782'AND FOUND IN EXCELLENT CONDITION. THE HORIZONTAL DISTANCE FF1782'MEASUREMENTS BETWEEN THE STATION AND THE REFERENCE MARKS FF1782'WERE CHECKED AND VERIFIED. FF1782' FF1782'FOLLOWING IS AN ADDITIONAL STATION TO-REACH FF1782' FF1782'TO REACH THE STATION FROM THE POST OFFICE IN TUCKERMAN, GO FF1782'WEST ON THE MAIN STREET FOR ABOUT 0.05 OF A MILE TO U.S. HIGHWAY FF1782'67. HERE TURN LEFT AND GO SOUTHWESTERLY ON U.S. HIGHWAY 67 FOR 3.5 FF1782'MILES TO A GRAVELED T ROAD RIGHT AT SIGN HICKORY GROVE ROAD, AND FF1782'THE STATION ON THE RIGHT IN THE NORTHWEST ANGLE OF THE FF1782'INTERSECTION. FF1782' FF1782'NOTE--NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION. WITHOUT FF1782'THE USE OF A STEEL SIGNAL, POLARIS OBSERVATIONS WILL BE FF1782'REQUIRED TO ESTABLISH AN AZIMUTH MARK. FF1782 FF1782 STATION RECOVERY (2002) FF1782 FF1782'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1782'NEW LANES OF HWY 67 ARE IN LOCATION NOW. ALSO DITCH WIDENED. FF1782'MARK ASSUMED DESTROYED. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1773 *********************************************************************** FF1773 DESIGNATION - CASH FF1773 PID - FF1773 FF1773 STATE/COUNTY- AR/JACKSON FF1773 USGS QUAD - SWIFTON EAST (1980) FF1773 FF1773 *CURRENT SURVEY CONTROL FF1773 ___________________________________________________________________ FF1773* NAD 83(1997)- 35 45 11.95294(N) 091 04 02.05175(W) ADJUSTED FF1773* NAVD 88 - 74.06 (+/-2cm) 243.0 (feet) VERTCON FF1773 ___________________________________________________________________ FF1773 LAPLACE CORR- 0.02 (seconds) DEFLEC99 FF1773 GEOID HEIGHT- -27.63 (meters) GEOID99 FF1773 FF1773 HORZ ORDER - THIRD FF1773 VERT ORDER - THIRD ? (See Below) FF1773 FF1773.The horizontal coordinates were established by classical geodetic methods FF1773.and adjusted by the National Geodetic Survey in September 1999. FF1773 FF1773.The NAVD 88 height was computed by applying the VERTCON shift value to FF1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1773.The vertical order pertains to the superseded datum. FF1773 FF1773.The Laplace correction was computed from DEFLEC99 derived deflections. FF1773 FF1773.The geoid height was determined by GEOID99. FF1773 FF1773; North East Units Scale Converg. FF1773;SPC AR N - 157,935.752 484,356.223 MT 0.99994027 +0 32 34.0 FF1773;UTM 15 - 3,958,311.151 674,746.852 MT 0.99997630 +1 07 46.5 FF1773 FF1773: Primary Azimuth Mark Grid Az FF1773:SPC AR N - CASH AZ MK 243 41 11.3 FF1773:UTM 15 - CASH AZ MK 243 05 58.8 FF1773 FF1773|---------------------------------------------------------------------| FF1773| PID Reference Object Distance Geod. Az | FF1773| dddmmss.s | FF1773| CI1383 CASH RM 1 30.266 METERS 11918 | FF1773| CI1382 CASH AZ MK 2441345.3 | FF1773| CI1384 CASH RM 2 26.033 METERS 33356 | FF1773|---------------------------------------------------------------------| FF1773 FF1773 SUPERSEDED SURVEY CONTROL FF1773 FF1773 NAD 83(1997)- 35 45 11.95642(N) 091 04 02.04733(W) AD( ) 3 FF1773 NAD 83(1986)- 35 45 11.96410(N) 091 04 02.05292(W) AD( ) 3 FF1773 NAD 27 - 35 45 11.68740(N) 091 04 01.60920(W) AD( ) 3 FF1773 NGVD 29 - 73.99 (m) 242.7 (f) LEVELING 3 FF1773 FF1773.Superseded values are not recommended for survey control. FF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1773.See file dsdata.txt to determine how the superseded data were derived. FF1773 FF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7474758311(NAD 83) FF1773_MARKER: DS = TRIANGULATION STATION DISK FF1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1773 FF1773 HISTORY - Date Condition Report By FF1773 HISTORY - 1954 MONUMENTED CGS FF1773 HISTORY - 20020925 MARK NOT FOUND USACE FF1773 FF1773 STATION DESCRIPTION FF1773 FF1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1773'THE STATION IS ABOUT 7-1/2 MILES EAST OF TUCKERMAN, 6 MILES FF1773'SOUTHEAST OF SWIFTON, IN SECTION 14, T 13 N., R 1 W., IN FF1773'THE NORTHWEST CORNER OF A CHURCH YARD. IT IS 21 FEET EAST FF1773'OF THE CENTER OF THE ROAD, 21 FEET SOUTH OF THE NORTH BOUNDARY FF1773'LINE FENCE OF THE CHURCH YARD, 7 FEET NORTHWEST OF A 4 BY FF1773'4 INCH WHITE WITNESS POST. FF1773' FF1773'TO REACH FROM THE JUNCTION OF THE MAIN STREET AND U.S. HIGHWAY FF1773'67 IN TUCKERMAN, GO NORTH ON U.S. HIGHWAY 67 FOR 1.4 MILES FF1773'TO A SIDE ROAD RIGHT, TURN RIGHT AND FOLLOW THE GRAVEL ROAD FF1773'EASTERLY FOR 2.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND FF1773'FOLLOW THE ROAD EAST FOR 3.5 MILES TO A CROSSROADS, (TO REACH FF1773'THE AZIMUTH MARK GO SOUTH FOR 0.1 MILE), CONTINUE EAST FOR FF1773'0.3 MILE TO THE CHURCH AND STATION. FF1773' FF1773'THE STATION MARK IS SET ABOUT FLUSH WITH THE GROUND AND FF1773'THE DISK IS STAMPED CASH 1954. FF1773' FF1773'REFERENCE MARK 1 IS 95 FEET NORTHWEST OF THE NORTHWEST CORNER OF FF1773'OF THE CHURCH, 60 FEET SOUTH OF THE NORTH BOUNDARY LINE FENCE OF FF1773'THE CHURCH YARD. THE MARK IS SET ABOUT FLUSH WITH THE GROUND AND FF1773'THE DISK IS STAMPED CASH NO 1 1954. FF1773' FF1773'REFERENCE MARK 2 IS 10 FEET WEST OF THE CENTER OF THE ROAD, FF1773'THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED FF1773'CASH NO 2 1954. FF1773' FF1773'AZIMUTH MARK IS 27 FEET WEST OF CENTER OF THE ROAD, 1 FOOT FF1773'EAST OF THE FENCE LINE AND 2 FEET NORTHWEST OF A 4 BY 4 FF1773'INCH WHITE WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES FF1773'AND THE DISK IS STAMPED CASH 1954. FF1773' FF1773'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FF1773 FF1773 STATION RECOVERY (2002) FF1773 FF1773'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1773'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0960 *********************************************************************** FF0960 DESIGNATION - D 9 FF0960 PID - FF0960 FF0960 STATE/COUNTY- AR/JACKSON FF0960 USGS QUAD - NEWPORT (1981) FF0960 FF0960 *CURRENT SURVEY CONTROL FF0960 ___________________________________________________________________ FF0960* NAD 83(1986)- 35 36 21. (N) 091 16 53. (W) SCALED FF0960* NAVD 88 - 69.519 (meters) 228.08 (feet) ADJUSTED FF0960 ___________________________________________________________________ FF0960 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0960 DYNAMIC HT - 69.459 (meters) 227.88 (feet) COMP FF0960 MODELED GRAV- 979,771.0 (mgal) NAVD 88 FF0960 FF0960 VERT ORDER - FIRST CLASS II FF0960 FF0960.The horizontal coordinates were scaled from a topographic map and have FF0960.an estimated accuracy of +/- 6 seconds. FF0960 FF0960.The orthometric height was determined by differential leveling FF0960.and adjusted by the National Geodetic Survey in June 1991. FF0960 FF0960.The geoid height was determined by GEOID99. FF0960 FF0960.The dynamic height is computed by dividing the NAVD 88 FF0960.geopotential number by the normal gravity value computed on the FF0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0960.degrees latitude (g = 980.6199 gals.). FF0960 FF0960.The modeled gravity was interpolated from observed gravity values. FF0960 FF0960; North East Units Estimated Accuracy FF0960;SPC AR N - 141,410. 465,110. MT (+/- 180 meters Scaled) FF0960 FF0960 SUPERSEDED SURVEY CONTROL FF0960 FF0960 NGVD 29 - 69.455 (m) 227.87 (f) ADJUSTED 1 2 FF0960 FF0960.Superseded values are not recommended for survey control. FF0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0960.See file dsdata.txt to determine how the superseded data were derived. FF0960 FF0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV556415(NAD 83) FF0960_MARKER: DB = BENCH MARK DISK FF0960_SETTING: 36 = BUILDING FF0960_STAMPING: 227.870 D 9 1931 FF0960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0960+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2002 FF0960 FF0960 HISTORY - Date Condition Report By FF0960 HISTORY - 1931 MONUMENTED CGS FF0960 HISTORY - 1934 GOOD CGS FF0960 HISTORY - 1974 GOOD NGS FF0960 HISTORY - 20020921 GOOD USACE FF0960 FF0960 STATION DESCRIPTION FF0960 FF0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0960'AT NEWPORT. FF0960'AT NEWPORT, JACKSON COUNTY, IN THE SOUTHWEST OR FRONT WALL OF FF0960'THE POST OFFICE, 4 FEET NORTHWEST OF THE MAIN ENTRANCE, AND 5 FF0960'FEET HIGHER THAN THE WALK. A STANDARD DISK, STAMPED 227.870 D FF0960'9 1931 AND SET VERTICALLY. FF0960 FF0960 STATION RECOVERY (1934) FF0960 FF0960'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0960'RECOVERED IN GOOD CONDITION. FF0960 FF0960 STATION RECOVERY (1974) FF0960 FF0960'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 FF0960'RECOVERED IN GOOD CONDITION. FF0960 FF0960 STATION RECOVERY (2002) FF0960 FF0960'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0960'BUILDING IS NOW OLD POST OFFICE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1147 *********************************************************************** FF1147 DESIGNATION - E 246 FF1147 PID - FF1147 FF1147 STATE/COUNTY- AR/JACKSON FF1147 USGS QUAD - AMAGON (1965) FF1147 FF1147 *CURRENT SURVEY CONTROL FF1147 ___________________________________________________________________ FF1147* NAD 83(1986)- 35 33 39. (N) 091 05 31. (W) SCALED FF1147* NAVD 88 - 68.951 (meters) 226.22 (feet) ADJUSTED FF1147 ___________________________________________________________________ FF1147 GEOID HEIGHT- -27.44 (meters) GEOID99 FF1147 DYNAMIC HT - 68.891 (meters) 226.02 (feet) COMP FF1147 MODELED GRAV- 979,764.3 (mgal) NAVD 88 FF1147 FF1147 VERT ORDER - SECOND CLASS 0 FF1147 FF1147.The horizontal coordinates were scaled from a topographic map and have FF1147.an estimated accuracy of +/- 6 seconds. FF1147 FF1147.The orthometric height was determined by differential leveling FF1147.and adjusted by the National Geodetic Survey in June 1991. FF1147 FF1147.The geoid height was determined by GEOID99. FF1147 FF1147.The dynamic height is computed by dividing the NAVD 88 FF1147.geopotential number by the normal gravity value computed on the FF1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1147.degrees latitude (g = 980.6199 gals.). FF1147 FF1147.The modeled gravity was interpolated from observed gravity values. FF1147 FF1147; North East Units Estimated Accuracy FF1147;SPC AR N - 136,560. 482,320. MT (+/- 180 meters Scaled) FF1147 FF1147 SUPERSEDED SURVEY CONTROL FF1147 FF1147 NGVD 29 - 68.884 (m) 226.00 (f) ADJUSTED 2 0 FF1147 FF1147.Superseded values are not recommended for survey control. FF1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1147.See file dsdata.txt to determine how the superseded data were derived. FF1147 FF1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV729369(NAD 83) FF1147_MARKER: DB = BENCH MARK DISK FF1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1147_STAMPING: E 246 1938 FF1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1147+STABILITY: SURFACE MOTION FF1147 FF1147 HISTORY - Date Condition Report By FF1147 HISTORY - 1938 MONUMENTED CGS FF1147 HISTORY - 20020921 MARK NOT FOUND USACE FF1147 FF1147 STATION DESCRIPTION FF1147 FF1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 FF1147'1 MI E FROM AMAGON. FF1147'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 14 FROM THE POST FF1147'OFFICE AT AMAGON, JACKSON COUNTY, 133 FEET EAST OF THE EAST FF1147'END OF A WOODEN BRIDGE, 211 FEET WEST OF THE CENTER LINE OF A FF1147'T-ROAD LEADING SOUTH, 54 FEET SOUTH OF THE CENTER LINE OF THE FF1147'HIGHWAY, AND 18 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE. FF1147'A STANDARD DISK, STAMPED E 246 1938 AND SET IN THE TOP OF A FF1147'CONCRETE POST. FF1147 FF1147 STATION RECOVERY (2002) FF1147 FF1147'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1147'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1137 *********************************************************************** FF1137 DESIGNATION - F 43 FF1137 PID - FF1137 FF1137 STATE/COUNTY- AR/JACKSON FF1137 USGS QUAD - JACKSONPORT (1981) FF1137 FF1137 *CURRENT SURVEY CONTROL FF1137 ___________________________________________________________________ FF1137* NAD 83(1986)- 35 38 53. (N) 091 16 53. (W) SCALED FF1137* NAVD 88 - 71.149 (meters) 233.43 (feet) ADJUSTED FF1137 ___________________________________________________________________ FF1137 GEOID HEIGHT- -27.48 (meters) GEOID99 FF1137 DYNAMIC HT - 71.088 (meters) 233.23 (feet) COMP FF1137 MODELED GRAV- 979,771.5 (mgal) NAVD 88 FF1137 FF1137 VERT ORDER - SECOND CLASS 0 FF1137 FF1137.The horizontal coordinates were scaled from a topographic map and have FF1137.an estimated accuracy of +/- 6 seconds. FF1137 FF1137.The orthometric height was determined by differential leveling FF1137.and adjusted by the National Geodetic Survey in June 1991. FF1137 FF1137.The geoid height was determined by GEOID99. FF1137 FF1137.The dynamic height is computed by dividing the NAVD 88 FF1137.geopotential number by the normal gravity value computed on the FF1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1137.degrees latitude (g = 980.6199 gals.). FF1137 FF1137.The modeled gravity was interpolated from observed gravity values. FF1137 FF1137; North East Units Estimated Accuracy FF1137;SPC AR N - 146,100. 465,080. MT (+/- 180 meters Scaled) FF1137 FF1137 SUPERSEDED SURVEY CONTROL FF1137 FF1137 NGVD 29 - 71.080 (m) 233.20 (f) ADJUSTED 2 0 FF1137 FF1137.Superseded values are not recommended for survey control. FF1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1137.See file dsdata.txt to determine how the superseded data were derived. FF1137 FF1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV555462(NAD 83) FF1137_MARKER: DB = BENCH MARK DISK FF1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1137_STAMPING: F 43 1935 FF1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1137+STABILITY: SURFACE MOTION FF1137 FF1137 HISTORY - Date Condition Report By FF1137 HISTORY - 1935 MONUMENTED CGS FF1137 HISTORY - 20020927 MARK NOT FOUND USACE FF1137 FF1137 STATION DESCRIPTION FF1137 FF1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1137'1.4 MI NW FROM DIAZ. FF1137'ABOUT 1.4 MILES NORTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1137'FROM THE STATION AT DIAZ, JACKSON COUNTY, ABOUT 0.13 MILE FF1137'NORTHWEST OF A ROAD CROSSING, 10.8 FEET NORTHWEST OF THE FIFTEENTH FF1137'POLE NORTHWEST OF MILEPOST 260, 26.7 FEET NORTHEAST OF THE FF1137'CENTER LINE OF THE TRACK, 23 FEET SOUTHWEST OF THE RIGHT-OF-WAY FF1137'FENCE, AND IN LINE WITH A ROW OF POLES. A STANDARD DISK, FF1137'STAMPED F 43 1935 AND SET IN THE TOP OF A CONCRETE POST. FF1137 FF1137 STATION RECOVERY (2002) FF1137 FF1137'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1137'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0971 *********************************************************************** FF0971 DESIGNATION - F 9 FF0971 PID - FF0971 FF0971 STATE/COUNTY- AR/JACKSON FF0971 USGS QUAD - TUCKERMAN (1981) FF0971 FF0971 *CURRENT SURVEY CONTROL FF0971 ___________________________________________________________________ FF0971* NAD 83(1986)- 35 40 05. (N) 091 14 27. (W) SCALED FF0971* NAVD 88 - 70.992 (meters) 232.91 (feet) ADJUSTED FF0971 ___________________________________________________________________ FF0971 GEOID HEIGHT- -27.52 (meters) GEOID99 FF0971 DYNAMIC HT - 70.930 (meters) 232.71 (feet) COMP FF0971 MODELED GRAV- 979,773.1 (mgal) NAVD 88 FF0971 FF0971 VERT ORDER - FIRST CLASS II FF0971 FF0971.The horizontal coordinates were scaled from a topographic map and have FF0971.an estimated accuracy of +/- 6 seconds. FF0971 FF0971.The orthometric height was determined by differential leveling FF0971.and adjusted by the National Geodetic Survey in June 1991. FF0971 FF0971.The geoid height was determined by GEOID99. FF0971 FF0971.The dynamic height is computed by dividing the NAVD 88 FF0971.geopotential number by the normal gravity value computed on the FF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0971.degrees latitude (g = 980.6199 gals.). FF0971 FF0971.The modeled gravity was interpolated from observed gravity values. FF0971 FF0971; North East Units Estimated Accuracy FF0971;SPC AR N - 148,340. 468,730. MT (+/- 180 meters Scaled) FF0971 FF0971 SUPERSEDED SURVEY CONTROL FF0971 FF0971 NGVD 29 - 70.924 (m) 232.69 (f) ADJUSTED 1 2 FF0971 FF0971.Superseded values are not recommended for survey control. FF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0971.See file dsdata.txt to determine how the superseded data were derived. FF0971 FF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV592485(NAD 83) FF0971_MARKER: DB = BENCH MARK DISK FF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0971_STAMPING: 232.690 F 9 1931 FF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0971+STABILITY: SURFACE MOTION FF0971 FF0971 HISTORY - Date Condition Report By FF0971 HISTORY - 1931 MONUMENTED CGS FF0971 HISTORY - 1934 GOOD CGS FF0971 HISTORY - 20020927 MARK NOT FOUND USACE FF0971 FF0971 STATION DESCRIPTION FF0971 FF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0971'2.6 MI NE FROM DIAZ. FF0971'ABOUT 2.6 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0971'FROM DIAZ, JACKSON COUNTY, AT A ROAD CROSSING, ABOUT 140 FEET FF0971'NORTHEAST OF THE ROAD, 76 FEET NORTHEAST OF POLE 256+30, 42 FEET FF0971'EAST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH FF0971'A ROW OF POLES. A STANDARD DISK, STAMPED 232.690 F 9 1931 FF0971'AND SET IN THE TOP OF A CONCRETE POST. FF0971 FF0971 STATION RECOVERY (1934) FF0971 FF0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0971'RECOVERED IN GOOD CONDITION. FF0971 FF0971 STATION RECOVERY (2002) FF0971 FF0971'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0971'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1136 *********************************************************************** FF1136 DESIGNATION - G 43 FF1136 PID - FF1136 FF1136 STATE/COUNTY- AR/JACKSON FF1136 USGS QUAD - JACKSONPORT (1981) FF1136 FF1136 *CURRENT SURVEY CONTROL FF1136 ___________________________________________________________________ FF1136* NAD 83(1986)- 35 39 51. (N) 091 18 35. (W) SCALED FF1136* NAVD 88 - 69.292 (meters) 227.34 (feet) ADJUSTED FF1136 ___________________________________________________________________ FF1136 GEOID HEIGHT- -27.50 (meters) GEOID99 FF1136 DYNAMIC HT - 69.233 (meters) 227.14 (feet) COMP FF1136 MODELED GRAV- 979,771.1 (mgal) NAVD 88 FF1136 FF1136 VERT ORDER - SECOND CLASS 0 FF1136 FF1136.The horizontal coordinates were scaled from a topographic map and have FF1136.an estimated accuracy of +/- 6 seconds. FF1136 FF1136.The orthometric height was determined by differential leveling FF1136.and adjusted by the National Geodetic Survey in June 1991. FF1136 FF1136.The geoid height was determined by GEOID99. FF1136 FF1136.The dynamic height is computed by dividing the NAVD 88 FF1136.geopotential number by the normal gravity value computed on the FF1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1136.degrees latitude (g = 980.6199 gals.). FF1136 FF1136.The modeled gravity was interpolated from observed gravity values. FF1136 FF1136; North East Units Estimated Accuracy FF1136;SPC AR N - 147,860. 462,500. MT (+/- 180 meters Scaled) FF1136 FF1136 SUPERSEDED SURVEY CONTROL FF1136 FF1136 NGVD 29 - 69.223 (m) 227.11 (f) ADJUSTED 2 0 FF1136 FF1136.Superseded values are not recommended for survey control. FF1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1136.See file dsdata.txt to determine how the superseded data were derived. FF1136 FF1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529480(NAD 83) FF1136_MARKER: DB = BENCH MARK DISK FF1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1136_STAMPING: G 43 1935 FF1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1136+STABILITY: SURFACE MOTION FF1136 FF1136 HISTORY - Date Condition Report By FF1136 HISTORY - 1935 MONUMENTED CGS FF1136 HISTORY - 20020927 MARK NOT FOUND USACE FF1136 FF1136 STATION DESCRIPTION FF1136 FF1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF1136'3.4 MI W FROM DIAZ. FF1136'ABOUT 3.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF1136'THE STATION AT DIAZ, JACKSON COUNTY, ABOUT 265 FEET WEST OF FF1136'BRIDGE 1511, ABOUT 125 FEET SOUTHEAST OF THE FIFTEENTH POLE WEST FF1136'OF MILEPOST 262, 49.5 FEET SOUTH OF THE CENTER LINE OF THE FF1136'TRACK, 29.5 FEET SOUTHWEST OF A POLE, AND 1 FOOT NORTH OF THE FF1136'RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED G 43 1935 AND FF1136'SET IN THE TOP OF A CONCRETE POST. FF1136 FF1136 STATION RECOVERY (2002) FF1136 FF1136'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1136'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0981 *********************************************************************** FF0981 DESIGNATION - G 9 FF0981 PID - FF0981 FF0981 STATE/COUNTY- AR/JACKSON FF0981 USGS QUAD - TUCKERMAN (1981) FF0981 FF0981 *CURRENT SURVEY CONTROL FF0981 ___________________________________________________________________ FF0981* NAD 83(1986)- 35 42 16. (N) 091 12 55. (W) SCALED FF0981* NAVD 88 - 73.977 (meters) 242.71 (feet) ADJUSTED FF0981 ___________________________________________________________________ FF0981 GEOID HEIGHT- -27.57 (meters) GEOID99 FF0981 DYNAMIC HT - 73.914 (meters) 242.50 (feet) COMP FF0981 MODELED GRAV- 979,776.2 (mgal) NAVD 88 FF0981 FF0981 VERT ORDER - FIRST CLASS II FF0981 FF0981.The horizontal coordinates were scaled from a topographic map and have FF0981.an estimated accuracy of +/- 6 seconds. FF0981 FF0981.The orthometric height was determined by differential leveling FF0981.and adjusted by the National Geodetic Survey in June 1991. FF0981 FF0981.The geoid height was determined by GEOID99. FF0981 FF0981.The dynamic height is computed by dividing the NAVD 88 FF0981.geopotential number by the normal gravity value computed on the FF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0981.degrees latitude (g = 980.6199 gals.). FF0981 FF0981.The modeled gravity was interpolated from observed gravity values. FF0981 FF0981; North East Units Estimated Accuracy FF0981;SPC AR N - 152,400. 471,010. MT (+/- 180 meters Scaled) FF0981 FF0981 SUPERSEDED SURVEY CONTROL FF0981 FF0981 NGVD 29 - 73.908 (m) 242.48 (f) ADJUSTED 1 2 FF0981 FF0981.Superseded values are not recommended for survey control. FF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0981.See file dsdata.txt to determine how the superseded data were derived. FF0981 FF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV614526(NAD 83) FF0981_MARKER: DB = BENCH MARK DISK FF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0981_STAMPING: 242.480 G 9 1931 FF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0981+STABILITY: SURFACE MOTION FF0981 FF0981 HISTORY - Date Condition Report By FF0981 HISTORY - 1931 MONUMENTED CGS FF0981 HISTORY - 1934 GOOD CGS FF0981 HISTORY - 20020926 MARK NOT FOUND USACE FF0981 FF0981 STATION DESCRIPTION FF0981 FF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0981'2 MI SW FROM TUCKERMAN. FF0981'ABOUT 2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF0981'TUCKERMAN, JACKSON COUNTY, 30 FEET NORTH OF DOUBLE-POLE 253+36, FF0981'IN FRONT OF A FARMHOUSE, 37 FEET SOUTH OF A ROAD CROSSING, 38 FF0981'FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH FF0981'A ROW OF POLES. A STANDARD DISK, STAMPED 242.480 G 9 1931 AND FF0981'SET IN THE TOP OF A CONCRETE POST. FF0981 FF0981 STATION RECOVERY (1934) FF0981 FF0981'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0981'RECOVERED IN GOOD CONDITION. FF0981 FF0981 STATION RECOVERY (2002) FF0981 FF0981'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0981'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1778 *********************************************************************** FF1778 DESIGNATION - GRUBBS FF1778 PID - FF1778 FF1778 STATE/COUNTY- AR/JACKSON FF1778 USGS QUAD - GRUBBS (1965) FF1778 FF1778 *CURRENT SURVEY CONTROL FF1778 ___________________________________________________________________ FF1778* NAD 83(1997)- 35 38 59.60085(N) 091 04 42.81161(W) ADJUSTED FF1778* NAVD 88 - 70.36 (+/-2cm) 230.8 (feet) VERTCON FF1778 ___________________________________________________________________ FF1778 LAPLACE CORR- -0.36 (seconds) DEFLEC99 FF1778 GEOID HEIGHT- -27.51 (meters) GEOID99 FF1778 FF1778 HORZ ORDER - SECOND FF1778 VERT ORDER - THIRD ? (See Below) FF1778 FF1778.The horizontal coordinates were established by classical geodetic methods FF1778.and adjusted by the National Geodetic Survey in September 1999. FF1778 FF1778.The NAVD 88 height was computed by applying the VERTCON shift value to FF1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1778.The vertical order pertains to the superseded datum. FF1778 FF1778.The Laplace correction was computed from DEFLEC99 derived deflections. FF1778 FF1778.The geoid height was determined by GEOID99. FF1778 FF1778; North East Units Scale Converg. FF1778;SPC AR N - 146,451.279 483,439.697 MT 0.99993659 +0 32 10.3 FF1778;UTM 15 - 3,946,817.495 673,947.679 MT 0.99997287 +1 07 12.6 FF1778 FF1778: Primary Azimuth Mark Grid Az FF1778:SPC AR N - GRUBBS AZ MK 276 58 57.8 FF1778:UTM 15 - GRUBBS AZ MK 276 23 55.5 FF1778 FF1778|---------------------------------------------------------------------| FF1778| PID Reference Object Distance Geod. Az | FF1778| dddmmss.s | FF1778| CI1526 GRUBBS RM 1 27.569 METERS 17841 | FF1778| FF1790 NEWPORT RADIO STA KNBY MAST APPROX.16.2 KM 2543114.9 | FF1778| FF1787 ARKANSAS ST POL RAD STA MAST APPROX.15.7 KM 2653401.9 | FF1778| FF1786 CAMPBELL VICTOR METAL INC TANK APPROX.15.7 KM 2692103.7 | FF1778| FF1785 CAMPBELL TEX ILL GAS P L W MST APPROX.15.6 KM 2771914.0 | FF1778| CI1525 GRUBBS AZ MK 2773108.1 | FF1778| CI1527 GRUBBS RM 2 35.387 METERS 28404 | FF1778|---------------------------------------------------------------------| FF1778 FF1778 SUPERSEDED SURVEY CONTROL FF1778 FF1778 NAD 83(1997)- 35 38 59.60494(N) 091 04 42.81240(W) AD( ) 2 FF1778 NAD 83(1986)- 35 38 59.61284(N) 091 04 42.81139(W) AD( ) 2 FF1778 NAD 27 - 35 38 59.32850(N) 091 04 42.37090(W) AD( ) 2 FF1778 NGVD 29 - 70.29 (m) 230.6 (f) LEVELING 3 FF1778 FF1778.Superseded values are not recommended for survey control. FF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1778.See file dsdata.txt to determine how the superseded data were derived. FF1778 FF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7394846817(NAD 83) FF1778_MARKER: DS = TRIANGULATION STATION DISK FF1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1778 FF1778 HISTORY - Date Condition Report By FF1778 HISTORY - 1954 MONUMENTED CGS FF1778 HISTORY - 20020921 MARK NOT FOUND USACE FF1778 FF1778 STATION DESCRIPTION FF1778 FF1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1778'THE STATION IS LOCATED IN THE SOUTHWEST PART OF THE VILLAGE FF1778'OF GRUBBS, IN SEC. 27, T 12 N, R 1 W, ON LAND OWNED BY DELIA FF1778'DAWSON AND RENTED BY C.M. BIRDSONG. IT IS 100 YARDS NORTHWEST OF FF1778'A HOUSE, 39 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 18, 30 FEET FF1778'SOUTHEAST OF A FENCE CORNER AND 5 FEET NORTHEAST OF A 4 X 4 INCH FF1778'WHITE WITNESS POST. FF1778' FF1778'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND FF1778'37 IN GRUBBS, GO WEST ON HIGHWAY 18 FOR 0.2 MILE TO THE STATION FF1778'ON THE LEFT, CONTINUE 0.5 MILE ON THE HIGHWAY TO THE AZIMUTH FF1778'MARK ON THE LEFT. FF1778' FF1778'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED GRUBBS FF1778'1954. FF1778' FF1778'REFERENCE MARK 1 IS 25 FEET EAST OF A FENCE. THE MARK PROJECTS 2 FF1778'INCHES AND THE DISK IS STAMPED GRUBBS NO 1 1954. FF1778' FF1778'REFERENCE MARK 2 IS 26 FEET SOUTH OF THE CENTER OF THE HIGHWAY, FF1778'2 FEET EAST OF A TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE. FF1778'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED GRUBBS FF1778'NO 2 1954. FF1778' FF1778'THE AZIMUTH MARK IS 28 FEET SOUTH OF THE CENTER OF THE HIGHWAY, FF1778'4 FEET WEST OF A 4 X 4 INCH WHITE WITNESS POST AND 2 FEET FF1778'EAST OF A TELEPHONE POLE. THE MARK PROJECTS 4 INCHES AND THE DISK FF1778'IS STAMPED GRUBBS 1954. FF1778' FF1778'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1778 FF1778 STATION RECOVERY (2002) FF1778 FF1778'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1778'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0985 *********************************************************************** FF0985 DESIGNATION - H 9 FF0985 PID - FF0985 FF0985 STATE/COUNTY- AR/JACKSON FF0985 USGS QUAD - TUCKERMAN (1981) FF0985 FF0985 *CURRENT SURVEY CONTROL FF0985 ___________________________________________________________________ FF0985* NAD 83(1986)- 35 43 50. (N) 091 11 51. (W) SCALED FF0985* NAVD 88 - 75.675 (meters) 248.28 (feet) ADJUSTED FF0985 ___________________________________________________________________ FF0985 GEOID HEIGHT- -27.60 (meters) GEOID99 FF0985 DYNAMIC HT - 75.611 (meters) 248.07 (feet) COMP FF0985 MODELED GRAV- 979,778.7 (mgal) NAVD 88 FF0985 FF0985 VERT ORDER - FIRST CLASS II FF0985 FF0985.The horizontal coordinates were scaled from a topographic map and have FF0985.an estimated accuracy of +/- 6 seconds. FF0985 FF0985.The orthometric height was determined by differential leveling FF0985.and adjusted by the National Geodetic Survey in June 1991. FF0985 FF0985.The geoid height was determined by GEOID99. FF0985 FF0985.The dynamic height is computed by dividing the NAVD 88 FF0985.geopotential number by the normal gravity value computed on the FF0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0985.degrees latitude (g = 980.6199 gals.). FF0985 FF0985.The modeled gravity was interpolated from observed gravity values. FF0985 FF0985; North East Units Estimated Accuracy FF0985;SPC AR N - 155,310. 472,600. MT (+/- 180 meters Scaled) FF0985 FF0985 SUPERSEDED SURVEY CONTROL FF0985 FF0985 NGVD 29 - 75.605 (m) 248.05 (f) ADJUSTED 1 2 FF0985 FF0985.Superseded values are not recommended for survey control. FF0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0985.See file dsdata.txt to determine how the superseded data were derived. FF0985 FF0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV630555(NAD 83) FF0985_MARKER: DB = BENCH MARK DISK FF0985_SETTING: 36 = BUILDING FF0985_STAMPING: 248.047 H 9 1931 FF0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0985 FF0985 HISTORY - Date Condition Report By FF0985 HISTORY - 1931 MONUMENTED CGS FF0985 HISTORY - 1934 GOOD CGS FF0985 HISTORY - 20020926 MARK NOT FOUND USACE FF0985 FF0985 STATION DESCRIPTION FF0985 FF0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0985'AT TUCKERMAN. FF0985'AT TUCKERMAN, JACKSON COUNTY, ABOUT 100 YARDS NORTH OF THE FF0985'MISSOURI PACIFIC RAILROAD STATION, IN THE EAST WALL OF THE FF0985'GRAHAM BROS. WAREHOUSE, 2 FEET NORTH OF THE SOUTHEAST CORNER, FF0985'AND 5 FEET HIGHER THAN THE GROUND. A STANDARD DISK, STAMPED FF0985'248.047 H 9 1931 AND SET VERTICALLY. FF0985 FF0985 STATION RECOVERY (1934) FF0985 FF0985'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0985'RECOVERED IN GOOD CONDITION. FF0985 FF0985 STATION RECOVERY (2002) FF0985 FF0985'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0985'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1171 *********************************************************************** FF1171 DESIGNATION - L 10 5 FF1171 PID - FF1171 FF1171 STATE/COUNTY- AR/JACKSON FF1171 USGS QUAD - NEWPORT (1981) FF1171 FF1171 *CURRENT SURVEY CONTROL FF1171 ___________________________________________________________________ FF1171* NAD 83(1986)- 35 35 42. (N) 091 15 09. (W) SCALED FF1171* NAVD 88 - 68.973 (meters) 226.29 (feet) ADJUSTED FF1171 ___________________________________________________________________ FF1171 GEOID HEIGHT- -27.43 (meters) GEOID99 FF1171 DYNAMIC HT - 68.913 (meters) 226.09 (feet) COMP FF1171 MODELED GRAV- 979,769.7 (mgal) NAVD 88 FF1171 FF1171 VERT ORDER - SECOND CLASS 0 FF1171 FF1171.The horizontal coordinates were scaled from a topographic map and have FF1171.an estimated accuracy of +/- 6 seconds. FF1171 FF1171.The orthometric height was determined by differential leveling FF1171.and adjusted by the National Geodetic Survey in June 1991. FF1171 FF1171.The geoid height was determined by GEOID99. FF1171 FF1171.The dynamic height is computed by dividing the NAVD 88 FF1171.geopotential number by the normal gravity value computed on the FF1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1171.degrees latitude (g = 980.6199 gals.). FF1171 FF1171.The modeled gravity was interpolated from observed gravity values. FF1171 FF1171; North East Units Estimated Accuracy FF1171;SPC AR N - 140,230. 467,740. MT (+/- 180 meters Scaled) FF1171 FF1171 SUPERSEDED SURVEY CONTROL FF1171 FF1171 NGVD 29 - 68.911 (m) 226.09 (f) ADJUSTED 2 0 FF1171 FF1171.Superseded values are not recommended for survey control. FF1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1171.See file dsdata.txt to determine how the superseded data were derived. FF1171 FF1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV583404(NAD 83) FF1171_MARKER: P = PIPE CAP FF1171_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND FF1171_STAMPING: L 10-5 FF1171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1171 FF1171 HISTORY - Date Condition Report By FF1171 HISTORY - UNK MONUMENTED DOD FF1171 HISTORY - 1934 GOOD CGS FF1171 HISTORY - 20020921 MARK NOT FOUND USACE FF1171 FF1171 STATION DESCRIPTION FF1171 FF1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 FF1171'2.2 MI E FROM NEWPORT. FF1171'2.2 MILES EAST ALONG THE ABANDONED CHICAGO, ROCK ISLAND AND FF1171'PACIFIC RAILROAD FROM THE POST OFFICE OF NEWPORT, JACKSON COUNTY, FF1171'AT A DIRT-ROAD CROSSING, 20 FEET WEST OF THE ROAD, 14 FEET NORTH FF1171'OF THE NORTH RAIL, AND 6 FEET WEST OF THE CROSSING-WARNING SIGN. FF1171'A CORPS OF ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED L 10-5 FF1171'AND FASTENED ON THE TOP OF A 4-INCH IRON PIPE SET IN CONCRETE. FF1171 FF1171 STATION RECOVERY (2002) FF1171 FF1171'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1171'BUILDING IS NOW OLD POST OFFICE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1001 *********************************************************************** FF1001 DESIGNATION - L 9 FF1001 PID - FF1001 FF1001 STATE/COUNTY- AR/JACKSON FF1001 USGS QUAD - SWIFTON WEST (1980) FF1001 FF1001 *CURRENT SURVEY CONTROL FF1001 ___________________________________________________________________ FF1001* NAD 83(1986)- 35 49 34. (N) 091 07 52. (W) SCALED FF1001* NAVD 88 - 75.569 (meters) 247.93 (feet) ADJUSTED FF1001 ___________________________________________________________________ FF1001 GEOID HEIGHT- -27.75 (meters) GEOID99 FF1001 DYNAMIC HT - 75.505 (meters) 247.72 (feet) COMP FF1001 MODELED GRAV- 979,786.5 (mgal) NAVD 88 FF1001 FF1001 VERT ORDER - FIRST CLASS II FF1001 FF1001.The horizontal coordinates were scaled from a topographic map and have FF1001.an estimated accuracy of +/- 6 seconds. FF1001 FF1001.The orthometric height was determined by differential leveling FF1001.and adjusted by the National Geodetic Survey in June 1991. FF1001 FF1001.The geoid height was determined by GEOID99. FF1001 FF1001.The dynamic height is computed by dividing the NAVD 88 FF1001.geopotential number by the normal gravity value computed on the FF1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1001.degrees latitude (g = 980.6199 gals.). FF1001 FF1001.The modeled gravity was interpolated from observed gravity values. FF1001 FF1001; North East Units Estimated Accuracy FF1001;SPC AR N - 165,960. 478,510. MT (+/- 180 meters Scaled) FF1001 FF1001 SUPERSEDED SURVEY CONTROL FF1001 FF1001 NGVD 29 - 75.494 (m) 247.68 (f) ADJUSTED 1 2 FF1001 FF1001.Superseded values are not recommended for survey control. FF1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1001.See file dsdata.txt to determine how the superseded data were derived. FF1001 FF1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV688662(NAD 83) FF1001_MARKER: DB = BENCH MARK DISK FF1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1001_STAMPING: L 9 1931 247.683 FF1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1001+STABILITY: SURFACE MOTION FF1001 FF1001 HISTORY - Date Condition Report By FF1001 HISTORY - 1931 MONUMENTED CGS FF1001 HISTORY - 1961 GOOD CGS FF1001 HISTORY - 20020925 MARK NOT FOUND USACE FF1001 FF1001 STATION DESCRIPTION FF1001 FF1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 FF1001'AT SWIFTON. FF1001'LOCATED AT SWIFTON ALONG THE MISSOURI PACIFIC RAILROAD TRACKS, FF1001'ACROSS THE TRACKS FROM THE SIGN SWIFTON 62 FEET EAST OF THE EAST FF1001'RAIL OF THE TRACKS, 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH FF1001'STREET, 84 FEET NORTH OF THE CENTERLINE OF AN EAST-WEST STREET FF1001'CROSSING THE TRACKS, 44.5 FEET SOUTHEAST OF A TELEGRAPH POLE BY FF1001'A TELEPHONE BOOTH, 61 FEET WEST OF THE NORTHWEST CORNER OF A FF1001'BRICK STORE BUILDING AND 1 FOOT NORTH OF A METAL WITNESS POST. FF1001'IT IS A STANDARD DISK STAMPED L 9 247.683 1931, SET IN THE TOP FF1001'OF A CONCRETE POST, FLUSH WITH THE GROUND. FF1001 FF1001 STATION RECOVERY (2002) FF1001 FF1001'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1001'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0917 *********************************************************************** FF0917 DESIGNATION - M 16 FF0917 PID - FF0917 FF0917 STATE/COUNTY- AR/JACKSON FF0917 USGS QUAD - AUVERGNE (1981) FF0917 FF0917 *CURRENT SURVEY CONTROL FF0917 ___________________________________________________________________ FF0917* NAD 83(1986)- 35 31 30. (N) 091 10 34. (W) SCALED FF0917* NAVD 88 - 67.161 (meters) 220.34 (feet) ADJUSTED FF0917 ___________________________________________________________________ FF0917 GEOID HEIGHT- -27.41 (meters) GEOID99 FF0917 DYNAMIC HT - 67.103 (meters) 220.15 (feet) COMP FF0917 MODELED GRAV- 979,761.1 (mgal) NAVD 88 FF0917 FF0917 VERT ORDER - SECOND CLASS 0 FF0917 FF0917.The horizontal coordinates were scaled from a topographic map and have FF0917.an estimated accuracy of +/- 6 seconds. FF0917 FF0917.The orthometric height was determined by differential leveling FF0917.and adjusted by the National Geodetic Survey in June 1991. FF0917 FF0917.The geoid height was determined by GEOID99. FF0917 FF0917.The dynamic height is computed by dividing the NAVD 88 FF0917.geopotential number by the normal gravity value computed on the FF0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0917.degrees latitude (g = 980.6199 gals.). FF0917 FF0917.The modeled gravity was interpolated from observed gravity values. FF0917 FF0917; North East Units Estimated Accuracy FF0917;SPC AR N - 132,520. 474,720. MT (+/- 180 meters Scaled) FF0917 FF0917 SUPERSEDED SURVEY CONTROL FF0917 FF0917 NGVD 29 - 67.098 (m) 220.14 (f) ADJUSTED 2 0 FF0917 FF0917.Superseded values are not recommended for survey control. FF0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0917.See file dsdata.txt to determine how the superseded data were derived. FF0917 FF0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV653327(NAD 83) FF0917_MARKER: DB = BENCH MARK DISK FF0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0917_STAMPING: 220.137 M 16 1932 FF0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0917+STABILITY: SURFACE MOTION FF0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0917+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2002 FF0917 FF0917 HISTORY - Date Condition Report By FF0917 HISTORY - 1932 MONUMENTED CGS FF0917 HISTORY - 1938 GOOD CGS FF0917 HISTORY - 20020920 GOOD USACE FF0917 FF0917 STATION DESCRIPTION FF0917 FF0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0917'3 MI N FROM BEEDEVILLE. FF0917'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 37 FROM BEEDEVILLE, FF0917'JACKSON COUNTY, THENCE ABOUT 6-1/2 MILES NORTHWEST ALONG STATE FF0917'HIGHWAY 145, 3.9 MILES SOUTH OF THE JUNCTION OF STATE HIGHWAY FF0917'14, ON PROPERTY OWNED IN 1932 BY J.M. KOETTEL, 28 FEET NORTHWEST FF0917'OF THE NORTHWEST CORNER OF THE HOUSE, 29 FEET EAST OF THE FF0917'CENTERLINE OF THE HIGHWAY, AND 2 FEET SOUTHEAST OF THE NORTHWEST FF0917'CORNER OF THE YARD. A STANDARD DISK, STAMPED 220.137 M 16 1932 FF0917'AND SET IN THE TOP OF A CONCRETE POST. FF0917 FF0917 STATION RECOVERY (1938) FF0917 FF0917'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 FF0917'RECOVERED IN GOOD CONDITION. FF0917 FF0917 STATION RECOVERY (2002) FF0917 FF0917'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0917'THE STATION IS LOCATED AT VACANT HOUSE LOT, AREA VERY BRUSHY. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0918 *********************************************************************** FF0918 DESIGNATION - N 16 FF0918 PID - FF0918 FF0918 STATE/COUNTY- AR/JACKSON FF0918 USGS QUAD - AUVERGNE (1981) FF0918 FF0918 *CURRENT SURVEY CONTROL FF0918 ___________________________________________________________________ FF0918* NAD 83(1986)- 35 33 49. (N) 091 10 49. (W) SCALED FF0918* NAVD 88 - 68.103 (meters) 223.43 (feet) ADJUSTED FF0918 ___________________________________________________________________ FF0918 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0918 DYNAMIC HT - 68.044 (meters) 223.24 (feet) COMP FF0918 MODELED GRAV- 979,765.3 (mgal) NAVD 88 FF0918 FF0918 VERT ORDER - SECOND CLASS 0 FF0918 FF0918.The horizontal coordinates were scaled from a topographic map and have FF0918.an estimated accuracy of +/- 6 seconds. FF0918 FF0918.The orthometric height was determined by differential leveling FF0918.and adjusted by the National Geodetic Survey in June 1991. FF0918 FF0918.The geoid height was determined by GEOID99. FF0918 FF0918.The dynamic height is computed by dividing the NAVD 88 FF0918.geopotential number by the normal gravity value computed on the FF0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0918.degrees latitude (g = 980.6199 gals.). FF0918 FF0918.The modeled gravity was interpolated from observed gravity values. FF0918 FF0918; North East Units Estimated Accuracy FF0918;SPC AR N - 136,800. 474,310. MT (+/- 180 meters Scaled) FF0918 FF0918 SUPERSEDED SURVEY CONTROL FF0918 FF0918 NGVD 29 - 68.038 (m) 223.22 (f) ADJUSTED 2 0 FF0918 FF0918.Superseded values are not recommended for survey control. FF0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0918.See file dsdata.txt to determine how the superseded data were derived. FF0918 FF0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV649370(NAD 83) FF0918_MARKER: DB = BENCH MARK DISK FF0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0918_STAMPING: 223.221 N 16 1932 FF0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0918+STABILITY: SURFACE MOTION FF0918 FF0918 HISTORY - Date Condition Report By FF0918 HISTORY - 1932 MONUMENTED CGS FF0918 HISTORY - 1955 GOOD CGS FF0918 HISTORY - 20020920 MARK NOT FOUND USACE FF0918 FF0918 STATION DESCRIPTION FF0918 FF0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0918'8 MI SE FROM NEWPORT. FF0918'ABOUT 8 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM NEWPORT, FF0918'JACKSON COUNTY, THENCE ABOUT 1 MILE SOUTH ALONG STATE HIGHWAY 145, FF0918'AT A RIGHT-ANGLE TURN IN THE HIGHWAY, 35 FEET EAST OF THE FF0918'CENTERLINE OF A COUNTY ROAD (STATE HIGHWAY 145 EXTENDED), 30 FF0918'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 48 FEET SOUTHEAST FF0918'OF A 48-INCH DOUBLE WHITE OAK TREE IN THE MIDDLE OF THE ROAD FF0918'INTERSECTION, AND 13 FEET EAST OF A WIRE-FENCE CORNER. A FF0918'STANDARD DISK, STAMPED 223.221 N 16 1932 AND SET IN THE TOP OF FF0918'A CONCRETE POST. FF0918 FF0918 STATION RECOVERY (1955) FF0918 FF0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 FF0918'RECOVERED IN GOOD CONDITION. FF0918 FF0918 STATION RECOVERY (2002) FF0918 FF0918'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0918'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1789 *********************************************************************** FF1789 DESIGNATION - NEWPORT RESET FF1789 PID - FF1789 FF1789 STATE/COUNTY- AR/JACKSON FF1789 USGS QUAD - JACKSONPORT (1981) FF1789 FF1789 *CURRENT SURVEY CONTROL FF1789 ___________________________________________________________________ FF1789* NAD 83(1997)- 35 37 38.29470(N) 091 15 10.44652(W) ADJUSTED FF1789* NAVD 88 - 75. (meters) 246. (feet) SCALED FF1789 ___________________________________________________________________ FF1789 LAPLACE CORR- -0.42 (seconds) DEFLEC99 FF1789 GEOID HEIGHT- -27.46 (meters) GEOID99 FF1789 FF1789 HORZ ORDER - SECOND FF1789 FF1789.The horizontal coordinates were established by classical geodetic methods FF1789.and adjusted by the National Geodetic Survey in September 1999. FF1789 FF1789.The orthometric height was scaled from a topographic map. FF1789 FF1789.The Laplace correction was computed from DEFLEC99 derived deflections. FF1789 FF1789.The geoid height was determined by GEOID99. FF1789 FF1789; North East Units Scale Converg. FF1789;SPC AR N - 143,811.883 467,671.681 MT 0.99993622 +0 26 05.0 FF1789;UTM 15 - 3,944,017.629 658,207.305 MT 0.99990844 +1 01 04.5 FF1789 FF1789: Primary Azimuth Mark Grid Az FF1789:SPC AR N - NEWPORT AZ MK 2 167 49 21.1 FF1789:UTM 15 - NEWPORT AZ MK 2 167 14 21.6 FF1789 FF1789|---------------------------------------------------------------------| FF1789| PID Reference Object Distance Geod. Az | FF1789| dddmmss.s | FF1789| CI2667 NEWPORT RM 1 25.225 METERS 09637 | FF1789| CI2669 NEWPORT RM 3 25.198 METERS 09641 | FF1789| CI2666 NEWPORT AZ MK 2 1681526.1 | FF1789| CI2665 NEWPORT AZ MK 1683757.5 | FF1789| FF1790 NEWPORT RADIO STA KNBY MAST APPROX. 1.8 KM 1744537.9 | FF1789| FF1827 TUPELO TEX ILL GAS P L WNW MST APPROX.26.4 KM 1844410.1 | FF1789| FF1791 NEWPORT JACKSON CO CTHSE CUP APPROX. 3.7 KM 2264451.9 | FF1789| FF1793 NEWPORT MUNICIPAL TANK APPROX. 2.8 KM 2323659.3 | FF1789| FF1792 NEWPORT FEDERAL COMPRESS TANK APPROX. 2.8 KM 2350740.9 | FF1789| CI2668 NEWPORT RM 2 24.360 METERS 27140 | FF1789| CI2670 NEWPORT RM 4 19.135 METERS 27325 | FF1789|---------------------------------------------------------------------| FF1789 FF1789 SUPERSEDED SURVEY CONTROL FF1789 FF1789 NAD 83(1997)- 35 37 38.30125(N) 091 15 10.44491(W) AD( ) 2 FF1789 NAD 83(1986)- 35 37 38.30640(N) 091 15 10.44690(W) AD( ) 2 FF1789 NAD 27 - 35 37 38.02160(N) 091 15 09.98820(W) AD( ) 2 FF1789 FF1789.Superseded values are not recommended for survey control. FF1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1789.See file dsdata.txt to determine how the superseded data were derived. FF1789 FF1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV5820744018(NAD 83) FF1789_MARKER: DS = TRIANGULATION STATION DISK FF1789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1789_STAMPING: NEWPORT 1954 1968 FF1789_PROJECTION: RECESSED 13 CENTIMETERS FF1789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1789+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002 FF1789 FF1789 HISTORY - Date Condition Report By FF1789 HISTORY - 1968 MONUMENTED CGS FF1789 HISTORY - 20020927 GOOD USACE FF1789 FF1789 STATION DESCRIPTION FF1789 FF1789'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS) FF1789'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE FF1789'MARK NO. 1 WAS FOUND LOOSE IN THE GROUND AND BADLY TILTED AND FF1789'REFERENCE MARK NO. 2 WAS FOUND BROKEN OFF AND LYING ON ITS SIDE. FF1789'AFTER A LENGTHY SEARCH, THE UNDERGROUND STATION MARK WAS FF1789'RECOVERED ABOUT 16 INCHES BELOW THE SURFACE AND SHOWED NO FF1789'EVIDENCE OF HAVING BEEN DISTURBED. A FIRM PLUMBING BENCH WAS FF1789'ERECTED OVER THE UNDERGROUND MARK AND THE POINT HELD. THE FF1789'UNDERGROUND STATION MARK WAS THEN REMOVED AND A NEW MARK WAS FF1789'LOWERED TO A DEPTH OF ABOUT 38 INCHES AND A NEW SURFACE MARK FF1789'ESTABLISHED IN ITS EXACT ORIGINAL HORIZONTAL POSITION. THE FF1789'CONCRETE MONUMENT FOR REFERENCE MARK NO. 1 WAS REPLUMBED AND FF1789'REINFORCED AND THE DISK ALTERED TO READ NEWPORT 1954 NO 3 1968. FF1789'A NEW REFERENCE MARK NO. 4 WAS ESTABLISHED. THE AZIMUTH FF1789'MARK WOULD BE DESTROYED BY HIGHWAY CONSTRUCTION. THEREFORE, FF1789'A NEW AZIMUTH MARK WAS ESTABLISHED AND AFTER THE FF1789'STATION WAS OCCUPIED AND ALL OBSERVATIONS COMPLETED, THE ORIGINAL FF1789'AZIMUTH MARK WAS DESTROYED AND THE DISK REMOVED. FF1789' FF1789'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FF1789' FF1789'THE STATION IS NOW LOCATED NEAR THE NORTHEAST CITY LIMITS OF FF1789'NEWPORT ABOUT 1 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 67 FF1789'AND STATE ROUTE 18, ABOUT 0.05 OF A MILE WEST OF U.S. HIGHWAY 67, FF1789'AND ON THE PROPERTY OF THE NORTHSIDE CHURCH OF CHRIST. FF1789' FF1789'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE JACKSON FF1789'COUNTY COURTHOUSE IN NEWPORT, GO EAST ON U.S. HIGHWAY 67 AND FF1789'STATE ROUTE 14 FOR 1.2 MILES TO WHERE STATE ROUTE 14 BEARS RIGHT. FF1789'HERE CONTINUE EAST AND NORTH ON U.S. HIGHWAY 67 FOR 1.55 MILES TO FF1789'THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED. CONTINUE NORTH ON FF1789'U.S. HIGHWAY 67 FOR 0.45 OF A MILE TO A T STREET LEFT, TURN LEFT FF1789'AND GO WEST ON THIS STREET FOR ABOUT 0.05 OF A MILE TO A T FF1789'STREET LEFT, TURN LEFT ON THIS STREET AND GO SOUTH FOR 0.15 OF A FF1789'MILE TO A DEAD END AND THE NORTHSIDE CHURCH OF CHRIST ON THE FF1789'LEFT AND THE STATION SOUTH OF THE CHURCH BUILDING AS FF1789'DESCRIBED. FF1789' FF1789'THE STATION IS 80 FEET WEST OF A TELEPHONE POLE, 72 FEET WEST FF1789'OF AN UNDERGROUND CABLE RISER NO. 1-337, 65 FEET EAST OF A FF1789'GUYED TELEPHONE POLE, 52 FEET WEST-SOUTHWEST OF THE SOUTHEAST FF1789'CORNER OF THE CHURCH BUILDING, 35 FEET EAST-SOUTHEAST OF THE FF1789'SOUTHWEST CORNER OF THE CHURCH BUILDING, 16 FEET SOUTH OF THE FF1789'SOUTH WALL OF THE CHURCH BUILDING, AND IN A SMALL PARKING FF1789'AREA. IT IS A STANDARD DISK SET IN THE TOP OF AN IRREGULAR FF1789'SHAPED CONCRETE MONUMENT ABOUT 16 INCHES IN DIAMETER, IS 5 FF1789'INCHES BELOW THE SURFACE OF THE PARKING AREA, AND THE DISK IS FF1789'STAMPED NEWPORT 1954 1968. FF1789' FF1789'REFERENCE MARK NO. 3 IS 75 FEET SOUTH OF A GUYED POWERLINE FF1789'TRANSFORMER POLE, 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE FF1789'CHURCH BUILDING, 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF FF1789'A CHAIN LINK FENCE, 12 FEET SOUTH OF A GUYED TELEPHONE POLE, 11 FF1789'FEET EAST OF AN UNDERGROUND CABLE RISER NO. 1-337, AND 0.7 OF FF1789'A FOOT WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD FF1789'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT FF1789'PROJECTS 5 INCHES AND THE DISK IS STAMPED NEWPORT 1954 NO 3 FF1789'1968. FF1789' FF1789'REFERENCE MARK NO. 4 IS 47 FEET SOUTHWEST OF THE WEST ENTRANCE FF1789'OF THE CHURCH, 35 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER FF1789'OF THE CHURCH BUILDING, 2.5 FEET EAST OF A TELEPHONE POLE, AND FF1789'0.9 OF A FOOT NORTH OF A METAL WITNESS POST AND SIGN. IT IS A FF1789'STANDARD DISK SET IN THE TOP OF AN 11-INCH, ROUND, CONCRETE FF1789'MONUMENT THAT PROJECTS 3 INCHES AND THE DISK IS STAMPED NEWPORT FF1789'1954 NO 4 1968. FF1789' FF1789'DUE TO BUILDING MATERIALS STOCKPILED ON LINE BETWEEN THE FF1789'REFERENCE MARKS, NO EFFORT WAS MADE TO MEASURE BETWEEN THEM. FF1789' FF1789'THE AZIMUTH MARK IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF U.S. FF1789'HIGHWAY 67 ABOUT 0.3 OF A MILE SOUTH-SOUTHEAST OF THE STATION, 53 FF1789'FEET EAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 67, 35 FEET FF1789'NORTH OF THE APPROXIMATE CENTER OF A GRAVELED DRIVEWAY, 26 FEET FF1789'WEST-NORTHWEST OF A 14-INCH ALBIZZIA TREE, 7 FEET FF1789'WEST-SOUTHWEST OF A WATER METER COVER, 2 FEET NORTH OF FF1789'TELEPHONE POLE NO. 29, AND 0.9 OF A FOOT WEST OF A METAL FF1789'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP FF1789'OF AN 11-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 3 FF1789'INCHES AND THE DISK IS STAMPED NEWPORT 1954 1968. FF1789' FF1789'NOTE- DUE TO MATERIALS STOCKPILED IN THE AREA, IT WAS NECESSARY FF1789'TO TAKE VERTICAL ANGLES AND MAKE SLOPE MEASUREMENTS TO THE REFERENCE FF1789'MARKS, AND COMPUTE THE HORIZONTAL DISTANCES. FF1789 FF1789 STATION RECOVERY (2002) FF1789 FF1789'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1789'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF2151 *********************************************************************** FF2151 FBN - This is a Candidate for Federal Base Network Control. FF2151 PACS - This is a Primary Airport Control Station. FF2151 DESIGNATION - NEWSPORT FF2151 PID - FF2151 FF2151 STATE/COUNTY- AR/JACKSON FF2151 USGS QUAD - TUCKERMAN (1981) FF2151 FF2151 *CURRENT SURVEY CONTROL FF2151 ___________________________________________________________________ FF2151* NAD 83(1997)- 35 38 31.66954(N) 091 10 36.90923(W) ADJUSTED FF2151* NAVD 88 - 72.47 (meters) 237.8 (feet) GPS OBS FF2151 ___________________________________________________________________ FF2151 X - -106,585.989 (meters) COMP FF2151 Y - -5,188,179.652 (meters) COMP FF2151 Z - 3,696,020.996 (meters) COMP FF2151 LAPLACE CORR- -0.14 (seconds) DEFLEC99 FF2151 ELLIP HEIGHT- 44.92 (meters) GPS OBS FF2151 GEOID HEIGHT- -27.49 (meters) GEOID99 FF2151 FF2151 HORZ ORDER - B FF2151 ELLP ORDER - FOURTH CLASS I FF2151 FF2151.This mark is at Newport Airport (M19) FF2151 FF2151.The horizontal coordinates were established by GPS observations FF2151.and adjusted by the National Geodetic Survey in September 1997. FF2151 FF2151.The orthometric height was determined by GPS observations and a FF2151.high-resolution geoid model. FF2151 FF2151.GPS derived orthometric heights for airport stations designated as FF2151.PACS or SACS are published to 2 decimal places. This maintains FF2151.centimeter relative accuracy between the PACS and SACS. It does FF2151.not indicate centimeter accuracy relative to other marks which are FF2151.part of the NAVD 88 network. FF2151 FF2151.The X, Y, and Z were computed from the position and the ellipsoidal ht. FF2151 FF2151.The Laplace correction was computed from DEFLEC99 derived deflections. FF2151 FF2151.The ellipsoidal height was determined by GPS observations FF2151.and is referenced to NAD 83. FF2151 FF2151.The geoid height was determined by GEOID99. FF2151 FF2151; North East Units Scale Converg. FF2151;SPC AR N - 145,511.613 474,540.232 MT 0.99993644 +0 28 44.2 FF2151;UTM 15 - 3,945,787.182 665,058.095 MT 0.99993573 +1 03 45.3 FF2151 FF2151: Primary Azimuth Mark Grid Az FF2151:SPC AR N - NEWSPORT AZ MK 180 27 24.8 FF2151:UTM 15 - NEWSPORT AZ MK 179 52 23.7 FF2151 FF2151|---------------------------------------------------------------------| FF2151| PID Reference Object Distance Geod. Az | FF2151| dddmmss.s | FF2151| FF2152 NEWSPORT AZ MK APPROX. 0.6 KM 1805609.0 | FF2151|---------------------------------------------------------------------| FF2151 FF2151 SUPERSEDED SURVEY CONTROL FF2151 FF2151 ELLIP HT - 44.95 (m) GP( ) 4 1 FF2151 NAD 83(1986)- 35 38 31.68139(N) 091 10 36.91084(W) AD( ) 1 FF2151 NGVD 29 - 72.4 (m) 238. (f) GPS OBS FF2151 FF2151.Superseded values are not recommended for survey control. FF2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF2151.See file dsdata.txt to determine how the superseded data were derived. FF2151 FF2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6505845787(NAD 83) FF2151_MARKER: I = METAL ROD FF2151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) FF2151_STAMPING: NEWSPORT 1990 FF2151_MARK LOGO: NGS FF2151_PROJECTION: FLUSH FF2151_MAGNETIC: I = MARKER IS A STEEL ROD FF2151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF2151+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2002 FF2151_ROD/PIPE-DEPTH: 11.2 meters FF2151_SLEEVE-DEPTH : 0.93 meters FF2151 FF2151 HISTORY - Date Condition Report By FF2151 HISTORY - 1990 MONUMENTED NGS FF2151 HISTORY - 19970220 GOOD NGS FF2151 HISTORY - 20000119 GOOD NGS FF2151 HISTORY - 20020927 GOOD USACE FF2151 FF2151 STATION DESCRIPTION FF2151 FF2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 FF2151'STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTH-SOUTHEAST OF FF2151'TUCKERMAN, 9.4 KM (5.8 MI) WEST-SOUTHWEST OF GRUBBS, AND 8.7 KM FF2151'(5.4 MI) NORTHEAST OF NEWPORT. AT THE NEWPORT MUNICIPAL AIRPORT. FF2151'OWNERSHIP--CITY OF NEWPORT AR 72112. PHONE IS 501-523-6067. AIRPORT FF2151'MANAGER IS JOE BALLARD, P.O.BOX 666, NEWPORT AR 72112. PHONE IS FF2151'501-523-3613 OR HOME 501-523-9626. FF2151'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 17 IN FF2151'NEWPORT, GO NORTHEASTERLY ON U.S.HIGHWAY 67 FOR 4.23 KM (2.63 MI) TO FF2151'A CROSSROAD. TURN RIGHT AND GO EAST ON STATE HIGHWAY 18 FOR FOR 2.84 FF2151'KM (1.76 MI) TO WHERE STATE HIGHWAY 18 TURNS NORTH. CONTINUE EAST ON FF2151'STATE HIGHWAY 980 FOR 3.89 KM (2.42 MI) TO A GATE. PASS THROUGH THE FF2151'GATE AND GO ACROSS AN APRON FOR 0.12 KM (0.07 MI) TO A CONNECTOR AND FF2151'THE THE STATION IS A PUNCH HOLE IN THE TOP OF A 5/8 INCH STAINLESS FF2151'STEEL ROD ENCASED INJ A 5-INCH PVC PIPE WITH A NGS LOGO CAP, IT IS FF2151'22.5 M (73.8 FT) SOUTH-SOUTHEAST FROM CENTERLINE OF A CONNECTOR, 14.4 FF2151'M (47.2 FT) EAST-NORTHEAST FROM WEST EDGE OF A APRON, 11.4 M FF2151'(37.4 FT) EAST-SOUTHEAST FROM THE CURVED PAVEMENT AT THE JUNCTION OF FF2151'THE CONNECTOR AND APRON AND 0.9 M (3.0 FT) WEST-SOUTHWEST OF A FF2151'CARSONITE WITNESS POST. FF2151'DESCRIBED BY R.D.BALL. FF2151 FF2151 STATION RECOVERY (1997) FF2151 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM) FF2151'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTH-SOUTHEAST OF FF2151'TUCKERMAN, 8 KM (4.95 MI) NORTHEAST OF NEWPORT, AT THE MUNICIPAL FF2151'AIRPORT, NEAR MIDFIELD, ACROSS THE APRON FROM THE AIRPORT OFFICE, IN FF2151'THE SOUTHEAST QUADRANT OF THE JUNCTION OF THE APRON AND A CONNECTOR FF2151'TAXIWAY TO THE RUNWAY. OWNERSHIP--CITY OF NEWPORT, PO BOX 666, FF2151'NEWPORT AR 72112. AIRPORT MANAGER IS DORSEY BLOCK, PHONE 501-523-3613 FF2151'OR 523-9628. HOME PHONE IS 579-2351. FIRE STATION PHONE AT THE FF2151'AIRFIELD IS 523-6099. CALL AHEAD FOR ACCESS THROUGH THE LOCKED GATE. FF2151'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 67 AND STATE FF2151'HIGHWAY 18 ON THE NORTH SIDE OF NEWPORT, GO EAST ON HIGHWAYS 67 AND 18 FF2151'FOR 1.13 KM (0.70 MI) TO THE JUNCTION OF HIGHWAY 67 SOUTH ON THE FF2151'RIGHT. CONTINUE AHEAD, EAST ON HIGHWAY 18 FOR 1.53 KM (0.95 MI) TO FF2151'WHERE HIGHWAY 18 TURNS NORTH. CONTINUE AHEAD, EAST ON COUNTY HIGHWAY FF2151'980 FOR 2.21 KM (1.35 MI) TO THE JUNCTION OF HIGHWAY 18S ON THE LEFT. FF2151'CONTINUE AHEAD, EAST ON COUNTY HIGHWAY 980 FOR 0.90 KM (0.55 MI) TO A FF2151'PAVED Y-JUNCTION. TURN LEFT, NORTHEAST ON VICTORY BOULEVARD FOR 0.64 FF2151'KM (0.40 MI) TO A GATE AT THE APRON AND THE AIRPORT OFFICE AND FIRE FF2151'STATION ON THE RIGHT. CONTINUE AHEAD, EAST, PASSING THROUGH THE GATE FF2151'AND ACROSS THE APRON FOR 0.12 KM (0.05 MI) TO A CONNECTOR TAXIWAY AND FF2151'THE STATION ON THE RIGHT. THE STATION IS A PUNCH HOLE ON THE TOP FF2151'CENTER OF A STAINLESS STEEL ROD IN A 2.5 CM GREASE-FILLED SLEEVE 90 CM FF2151'LONG ENCASED IN A 12.7 CM PVC PIPE WITH A LOGO CAP SURROUNDED BY FF2151'CONCRETE SET FLUSH WITH THE GROUND. IT IS 22.0 M (72.2 FT) FF2151'SOUTH-SOUTHEAST OF THE CONNECTOR TAXIWAY, 14.4 M (47.2 FT) FF2151'EAST-NORTHEAST OF THE EAST EDGE OF THE APRON, 11.4 M (37.4 FT) FF2151'EAST-SOUTHEAST OF THE CENTER OF THE CURVE OF THE PAVEMENT AT THE FF2151'JUNCTION OF THE APRON AND CONNECTOR TAXIWAY, 10.6 M (34.8 FT) FF2151'SOUTHEAST OF A TAXIWAY LIGHT NUMBER 102 AT THE JUNCTION AND 0.7 M (2.3 FF2151'FT) WEST OF A FIBERGLASS WITNESS POST. NOTE--THIS STATION WAS USED AS FF2151'AN AREA NAVIGATION APPROACH PRIMARY AIRPORT CONTROL STATION. THE FF2151'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATION FOR A CLASS A ROD MARK. FF2151 FF2151 STATION RECOVERY (2000) FF2151 FF2151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM) FF2151'RECOVERED BY NATIONAL GEODETIC SURVEY 1999. RECOVERED IN GOOD FF2151'CONDITION AND AS PREVIOUSLY DESCRIBED. FF2151 FF2151 STATION RECOVERY (2002) FF2151 FF2151'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF2151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0921 *********************************************************************** FF0921 DESIGNATION - Q 16 FF0921 PID - FF0921 FF0921 STATE/COUNTY- AR/JACKSON FF0921 USGS QUAD - AUVERGNE (1981) FF0921 FF0921 *CURRENT SURVEY CONTROL FF0921 ___________________________________________________________________ FF0921* NAD 83(1986)- 35 36 28. (N) 091 12 40. (W) SCALED FF0921* NAVD 88 - 68.579 (meters) 225.00 (feet) ADJUSTED FF0921 ___________________________________________________________________ FF0921 GEOID HEIGHT- -27.45 (meters) GEOID99 FF0921 DYNAMIC HT - 68.520 (meters) 224.80 (feet) COMP FF0921 MODELED GRAV- 979,769.6 (mgal) NAVD 88 FF0921 FF0921 VERT ORDER - SECOND CLASS 0 FF0921 FF0921.The horizontal coordinates were scaled from a topographic map and have FF0921.an estimated accuracy of +/- 6 seconds. FF0921 FF0921.The orthometric height was determined by differential leveling FF0921.and adjusted by the National Geodetic Survey in June 1991. FF0921 FF0921.The geoid height was determined by GEOID99. FF0921 FF0921.The dynamic height is computed by dividing the NAVD 88 FF0921.geopotential number by the normal gravity value computed on the FF0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0921.degrees latitude (g = 980.6199 gals.). FF0921 FF0921.The modeled gravity was interpolated from observed gravity values. FF0921 FF0921; North East Units Estimated Accuracy FF0921;SPC AR N - 141,680. 471,470. MT (+/- 180 meters Scaled) FF0921 FF0921 SUPERSEDED SURVEY CONTROL FF0921 FF0921 NGVD 29 - 68.516 (m) 224.79 (f) ADJUSTED 2 0 FF0921 FF0921.Superseded values are not recommended for survey control. FF0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0921.See file dsdata.txt to determine how the superseded data were derived. FF0921 FF0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV620419(NAD 83) FF0921_MARKER: DB = BENCH MARK DISK FF0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0921_STAMPING: 224.790 Q 16 1932 FF0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0921+STABILITY: SURFACE MOTION FF0921 FF0921 HISTORY - Date Condition Report By FF0921 HISTORY - 1932 MONUMENTED CGS FF0921 HISTORY - 1934 GOOD CGS FF0921 HISTORY - 20020920 MARK NOT FOUND USACE FF0921 FF0921 STATION DESCRIPTION FF0921 FF0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0921'4 MI E FROM NEWPORT. FF0921'ABOUT 4 MILES EAST ALONG STATE HIGHWAY 14 FROM NEWPORT, JACKSON FF0921'COUNTY, AT THE EAST END OF A 1/2-MILE FILL ON THE HIGHWAY, AT FF0921'THE SOUTHEAST CORNER OF A T-ROAD INTERSECTION, 35 FEET SOUTH OF FF0921'THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTERLINE OF FF0921'THE COUNTY ROAD, AND IN THE NORTHEAST CORNER OF A FIELD OWNED FF0921'IN 1932 BY PETE HOLDEN. A STANDARD DISK, STAMPED 224.790 Q 16 FF0921'1932 AND SET IN THE TOP OF A CONCRETE POST. FF0921 FF0921 STATION RECOVERY (1934) FF0921 FF0921'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0921'RECOVERED IN GOOD CONDITION. FF0921 FF0921 STATION RECOVERY (2002) FF0921 FF0921'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0921'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0922 *********************************************************************** FF0922 DESIGNATION - R 16 FF0922 PID - FF0922 FF0922 STATE/COUNTY- AR/JACKSON FF0922 USGS QUAD - AUVERGNE (1981) FF0922 FF0922 *CURRENT SURVEY CONTROL FF0922 ___________________________________________________________________ FF0922* NAD 83(1986)- 35 36 28. (N) 091 14 55. (W) SCALED FF0922* NAVD 88 - 68.927 (meters) 226.14 (feet) ADJUSTED FF0922 ___________________________________________________________________ FF0922 GEOID HEIGHT- -27.44 (meters) GEOID99 FF0922 DYNAMIC HT - 68.867 (meters) 225.94 (feet) COMP FF0922 MODELED GRAV- 979,770.2 (mgal) NAVD 88 FF0922 FF0922 VERT ORDER - SECOND CLASS 0 FF0922 FF0922.The horizontal coordinates were scaled from a topographic map and have FF0922.an estimated accuracy of +/- 6 seconds. FF0922 FF0922.The orthometric height was determined by differential leveling FF0922.and adjusted by the National Geodetic Survey in June 1991. FF0922 FF0922.The geoid height was determined by GEOID99. FF0922 FF0922.The dynamic height is computed by dividing the NAVD 88 FF0922.geopotential number by the normal gravity value computed on the FF0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0922.degrees latitude (g = 980.6199 gals.). FF0922 FF0922.The modeled gravity was interpolated from observed gravity values. FF0922 FF0922; North East Units Estimated Accuracy FF0922;SPC AR N - 141,650. 468,080. MT (+/- 180 meters Scaled) FF0922 FF0922 SUPERSEDED SURVEY CONTROL FF0922 FF0922 NGVD 29 - 68.864 (m) 225.93 (f) ADJUSTED 2 0 FF0922 FF0922.Superseded values are not recommended for survey control. FF0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0922.See file dsdata.txt to determine how the superseded data were derived. FF0922 FF0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV586418(NAD 83) FF0922_MARKER: DB = BENCH MARK DISK FF0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0922_STAMPING: 225.931 R 16 1932 FF0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0922+STABILITY: SURFACE MOTION FF0922 FF0922 HISTORY - Date Condition Report By FF0922 HISTORY - 1932 MONUMENTED CGS FF0922 HISTORY - 1934 GOOD CGS FF0922 HISTORY - 20020920 MARK NOT FOUND USACE FF0922 FF0922 STATION DESCRIPTION FF0922 FF0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0922'2 MI E FROM NEWPORT. FF0922'ABOUT 2 MILES EAST ALONG STATE HIGHWAY 14 FROM NEWPORT, JACKSON FF0922'COUNTY, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE FF0922'OWNED IN 1932 BY J.R. HOLDEN IN THE YARD, 40 FEET SOUTH OF THE FF0922'CENTERLINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE. A FF0922'STANDARD DISK, STAMPED 225.931 R 16 1932 AND SET IN THE TOP OF FF0922'A CONCRETE POST. FF0922 FF0922 STATION RECOVERY (1934) FF0922 FF0922'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0922'RECOVERED IN GOOD CONDITION. FF0922 FF0922 STATION RECOVERY (2002) FF0922 FF0922'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0922'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0942 *********************************************************************** FF0942 DESIGNATION - RV 33 FF0942 PID - FF0942 FF0942 STATE/COUNTY- AR/JACKSON FF0942 USGS QUAD - OLYPHANT (1962) FF0942 FF0942 *CURRENT SURVEY CONTROL FF0942 ___________________________________________________________________ FF0942* NAD 83(1986)- 35 30 39. (N) 091 23 08. (W) SCALED FF0942* NAVD 88 - 69.944 (meters) 229.47 (feet) ADJUSTED FF0942 ___________________________________________________________________ FF0942 GEOID HEIGHT- -27.26 (meters) GEOID99 FF0942 DYNAMIC HT - 69.884 (meters) 229.28 (feet) COMP FF0942 MODELED GRAV- 979,772.9 (mgal) NAVD 88 FF0942 FF0942 VERT ORDER - FIRST CLASS II FF0942 FF0942.The horizontal coordinates were scaled from a topographic map and have FF0942.an estimated accuracy of +/- 6 seconds. FF0942 FF0942.The orthometric height was determined by differential leveling FF0942.and adjusted by the National Geodetic Survey in June 1991. FF0942 FF0942.The geoid height was determined by GEOID99. FF0942 FF0942.The dynamic height is computed by dividing the NAVD 88 FF0942.geopotential number by the normal gravity value computed on the FF0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0942.degrees latitude (g = 980.6199 gals.). FF0942 FF0942.The modeled gravity was interpolated from observed gravity values. FF0942 FF0942; North East Units Estimated Accuracy FF0942;SPC AR N - 130,810. 455,740. MT (+/- 180 meters Scaled) FF0942 FF0942 SUPERSEDED SURVEY CONTROL FF0942 FF0942 NGVD 29 - 69.887 (m) 229.29 (f) ADJUSTED 1 2 FF0942 FF0942.Superseded values are not recommended for survey control. FF0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0942.See file dsdata.txt to determine how the superseded data were derived. FF0942 FF0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV464308(NAD 83) FF0942_MARKER: R = RIVET FF0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0942+STABILITY: SURFACE MOTION FF0942 FF0942 HISTORY - Date Condition Report By FF0942 HISTORY - UNK MONUMENTED MPRR FF0942 HISTORY - 1931 GOOD CGS FF0942 HISTORY - 1934 GOOD CGS FF0942 HISTORY - 20020927 MARK NOT FOUND USACE FF0942 FF0942 STATION DESCRIPTION FF0942 FF0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0942'1 MI S FROM OLYPHANT. FF0942'ABOUT 1 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FF0942'STATION AT OLYPHANT, JACKSON COUNTY, AT POLE 270+33, AT A BRIDGE FF0942'SIGNAL, AND IN THE CENTER OF THE WEST SIDE OF THE EAST CONCRETE FF0942'FOUNDATION. A STANDARD MONEL-METAL RIVET. FF0942 FF0942 STATION RECOVERY (1934) FF0942 FF0942'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0942'RECOVERED IN GOOD CONDITION. FF0942 FF0942 STATION RECOVERY (2002) FF0942 FF0942'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0942'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0948 *********************************************************************** FF0948 DESIGNATION - RV 37 FF0948 PID - FF0948 FF0948 STATE/COUNTY- AR/JACKSON FF0948 USGS QUAD - NEWPORT (1981) FF0948 FF0948 *CURRENT SURVEY CONTROL FF0948 ___________________________________________________________________ FF0948* NAD 83(1986)- 35 34 24. (N) 091 20 42. (W) SCALED FF0948* NAVD 88 - 69.019 (meters) 226.44 (feet) ADJUSTED FF0948 ___________________________________________________________________ FF0948 GEOID HEIGHT- -27.35 (meters) GEOID99 FF0948 DYNAMIC HT - 68.960 (meters) 226.25 (feet) COMP FF0948 MODELED GRAV- 979,775.5 (mgal) NAVD 88 FF0948 FF0948 VERT ORDER - FIRST CLASS II FF0948 FF0948.The horizontal coordinates were scaled from a topographic map and have FF0948.an estimated accuracy of +/- 6 seconds. FF0948 FF0948.The orthometric height was determined by differential leveling FF0948.and adjusted by the National Geodetic Survey in June 1991. FF0948 FF0948.The geoid height was determined by GEOID99. FF0948 FF0948.The dynamic height is computed by dividing the NAVD 88 FF0948.geopotential number by the normal gravity value computed on the FF0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0948.degrees latitude (g = 980.6199 gals.). FF0948 FF0948.The modeled gravity was interpolated from observed gravity values. FF0948 FF0948; North East Units Estimated Accuracy FF0948;SPC AR N - 137,770. 459,370. MT (+/- 180 meters Scaled) FF0948 FF0948 SUPERSEDED SURVEY CONTROL FF0948 FF0948 NGVD 29 - 68.959 (m) 226.24 (f) ADJUSTED 1 2 FF0948 FF0948.Superseded values are not recommended for survey control. FF0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0948.See file dsdata.txt to determine how the superseded data were derived. FF0948 FF0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV499378(NAD 83) FF0948_MARKER: R = RIVET FF0948_SETTING: 36 = BRIDGE FF0948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0948 FF0948 HISTORY - Date Condition Report By FF0948 HISTORY - UNK MONUMENTED MPRR FF0948 HISTORY - 1931 GOOD CGS FF0948 HISTORY - 1934 GOOD CGS FF0948 HISTORY - 20020921 MARK NOT FOUND USACE FF0948 FF0948 STATION DESCRIPTION FF0948 FF0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0948'4.2 MI SW FROM NEWPORT. FF0948'ABOUT 4-1/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0948'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 265+37, FF0948'IN THE CONCRETE FIRE WALL OF BRIDGE 315-AA, AND ABOUT 6 FEET EAST FF0948'OF THE CENTER LINE OF THE SOUTH-BOUND TRACK. A STANDARD FF0948'MONEL-METAL RIVET. FF0948 FF0948 STATION RECOVERY (1934) FF0948 FF0948'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0948'RECOVERED IN GOOD CONDITION. FF0948 FF0948 STATION RECOVERY (2002) FF0948 FF0948'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0948'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0949 *********************************************************************** FF0949 DESIGNATION - RV 38 FF0949 PID - FF0949 FF0949 STATE/COUNTY- AR/JACKSON FF0949 USGS QUAD - NEWPORT (1981) FF0949 FF0949 *CURRENT SURVEY CONTROL FF0949 ___________________________________________________________________ FF0949* NAD 83(1986)- 35 34 40. (N) 091 20 21. (W) SCALED FF0949* NAVD 88 - 68.998 (meters) 226.37 (feet) ADJUSTED FF0949 ___________________________________________________________________ FF0949 GEOID HEIGHT- -27.36 (meters) GEOID99 FF0949 DYNAMIC HT - 68.939 (meters) 226.18 (feet) COMP FF0949 MODELED GRAV- 979,775.0 (mgal) NAVD 88 FF0949 FF0949 VERT ORDER - FIRST CLASS II FF0949 FF0949.The horizontal coordinates were scaled from a topographic map and have FF0949.an estimated accuracy of +/- 6 seconds. FF0949 FF0949.The orthometric height was determined by differential leveling FF0949.and adjusted by the National Geodetic Survey in June 1991. FF0949 FF0949.The geoid height was determined by GEOID99. FF0949 FF0949.The dynamic height is computed by dividing the NAVD 88 FF0949.geopotential number by the normal gravity value computed on the FF0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0949.degrees latitude (g = 980.6199 gals.). FF0949 FF0949.The modeled gravity was interpolated from observed gravity values. FF0949 FF0949; North East Units Estimated Accuracy FF0949;SPC AR N - 138,260. 459,900. MT (+/- 180 meters Scaled) FF0949 FF0949 SUPERSEDED SURVEY CONTROL FF0949 FF0949 NGVD 29 - 68.938 (m) 226.17 (f) ADJUSTED 1 2 FF0949 FF0949.Superseded values are not recommended for survey control. FF0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0949.See file dsdata.txt to determine how the superseded data were derived. FF0949 FF0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV504383(NAD 83) FF0949_MARKER: R = RIVET FF0949_SETTING: 36 = BRIDGE FF0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0949 FF0949 HISTORY - Date Condition Report By FF0949 HISTORY - UNK MONUMENTED MPRR FF0949 HISTORY - 1931 GOOD CGS FF0949 HISTORY - 1934 GOOD CGS FF0949 HISTORY - 20020921 MARK NOT FOUND USACE FF0949 FF0949 STATION DESCRIPTION FF0949 FF0949'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0949'3.8 MI SW FROM NEWPORT. FF0949'ABOUT 3-3/4 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0949'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 265+19, IN FF0949'THE CONCRETE FIRE WALL OF BRIDGE 315, AND ABOUT 6 FEET EAST OF FF0949'THE CENTER LINE OF THE SOUTH-BOUND TRACK. A STANDARD MONEL-METAL FF0949'RIVET. FF0949 FF0949 STATION RECOVERY (1934) FF0949 FF0949'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0949'RECOVERED IN GOOD CONDITION. FF0949 FF0949 STATION RECOVERY (2002) FF0949 FF0949'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0949'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0953 *********************************************************************** FF0953 DESIGNATION - RV 41 FF0953 PID - FF0953 FF0953 STATE/COUNTY- AR/JACKSON FF0953 USGS QUAD - NEWPORT (1981) FF0953 FF0953 *CURRENT SURVEY CONTROL FF0953 ___________________________________________________________________ FF0953* NAD 83(1986)- 35 35 34. (N) 091 18 21. (W) SCALED FF0953* NAVD 88 - 70.888 (meters) 232.57 (feet) ADJUSTED FF0953 ___________________________________________________________________ FF0953 GEOID HEIGHT- -27.40 (meters) GEOID99 FF0953 DYNAMIC HT - 70.827 (meters) 232.37 (feet) COMP FF0953 MODELED GRAV- 979,772.1 (mgal) NAVD 88 FF0953 FF0953 VERT ORDER - FIRST CLASS II FF0953 FF0953.The horizontal coordinates were scaled from a topographic map and have FF0953.an estimated accuracy of +/- 6 seconds. FF0953 FF0953.The orthometric height was determined by differential leveling FF0953.and adjusted by the National Geodetic Survey in June 1991. FF0953 FF0953.The geoid height was determined by GEOID99. FF0953 FF0953.The dynamic height is computed by dividing the NAVD 88 FF0953.geopotential number by the normal gravity value computed on the FF0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0953.degrees latitude (g = 980.6199 gals.). FF0953 FF0953.The modeled gravity was interpolated from observed gravity values. FF0953 FF0953; North East Units Estimated Accuracy FF0953;SPC AR N - 139,950. 462,900. MT (+/- 180 meters Scaled) FF0953 FF0953 SUPERSEDED SURVEY CONTROL FF0953 FF0953 NGVD 29 - 70.825 (m) 232.37 (f) ADJUSTED 1 2 FF0953 FF0953.Superseded values are not recommended for survey control. FF0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0953.See file dsdata.txt to determine how the superseded data were derived. FF0953 FF0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV534401(NAD 83) FF0953_MARKER: R = RIVET FF0953_SETTING: 36 = BRIDGE FF0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0953 FF0953 HISTORY - Date Condition Report By FF0953 HISTORY - UNK MONUMENTED MPRR FF0953 HISTORY - 1931 GOOD CGS FF0953 HISTORY - 1934 GOOD CGS FF0953 HISTORY - 20020921 MARK NOT FOUND USACE FF0953 FF0953 STATION DESCRIPTION FF0953 FF0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0953'1.5 MI SW FROM NEWPORT. FF0953'ABOUT 1-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0953'FROM THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 263+11, AND FF0953'IN THE EAST END OF THE CONCRETE FIRE WALL OF BRIDGE 312 H. A FF0953'STANDARD MONEL-METAL RIVET. FF0953 FF0953 STATION RECOVERY (1934) FF0953 FF0953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0953'RECOVERED IN GOOD CONDITION. FF0953 FF0953 STATION RECOVERY (2002) FF0953 FF0953'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0953'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0954 *********************************************************************** FF0954 DESIGNATION - RV 42 FF0954 PID - FF0954 FF0954 STATE/COUNTY- AR/JACKSON FF0954 USGS QUAD - NEWPORT (1981) FF0954 FF0954 *CURRENT SURVEY CONTROL FF0954 ___________________________________________________________________ FF0954* NAD 83(1986)- 35 35 53. (N) 091 17 48. (W) SCALED FF0954* NAVD 88 - 71.275 (meters) 233.84 (feet) ADJUSTED FF0954 ___________________________________________________________________ FF0954 GEOID HEIGHT- -27.41 (meters) GEOID99 FF0954 DYNAMIC HT - 71.214 (meters) 233.64 (feet) COMP FF0954 MODELED GRAV- 979,771.6 (mgal) NAVD 88 FF0954 FF0954 VERT ORDER - FIRST CLASS II FF0954 FF0954.The horizontal coordinates were scaled from a topographic map and have FF0954.an estimated accuracy of +/- 6 seconds. FF0954 FF0954.The orthometric height was determined by differential leveling FF0954.and adjusted by the National Geodetic Survey in June 1991. FF0954 FF0954.The geoid height was determined by GEOID99. FF0954 FF0954.The dynamic height is computed by dividing the NAVD 88 FF0954.geopotential number by the normal gravity value computed on the FF0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0954.degrees latitude (g = 980.6199 gals.). FF0954 FF0954.The modeled gravity was interpolated from observed gravity values. FF0954 FF0954; North East Units Estimated Accuracy FF0954;SPC AR N - 140,540. 463,730. MT (+/- 180 meters Scaled) FF0954 FF0954 SUPERSEDED SURVEY CONTROL FF0954 FF0954 NGVD 29 - 71.212 (m) 233.63 (f) ADJUSTED 1 2 FF0954 FF0954.Superseded values are not recommended for survey control. FF0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0954.See file dsdata.txt to determine how the superseded data were derived. FF0954 FF0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543407(NAD 83) FF0954_MARKER: R = RIVET FF0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0954+STABILITY: SURFACE MOTION FF0954 FF0954 HISTORY - Date Condition Report By FF0954 HISTORY - UNK MONUMENTED MPRR FF0954 HISTORY - 1931 GOOD CGS FF0954 HISTORY - 1934 GOOD CGS FF0954 HISTORY - 20020921 MARK NOT FOUND USACE FF0954 FF0954 STATION DESCRIPTION FF0954 FF0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0954'1 MI SW FROM NEWPORT. FF0954'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF0954'THE STATION AT NEWPORT, JACKSON COUNTY, AT POLE 262+27, AT A FF0954'BRIDGE SIGNAL, AND IN THE CENTER OF THE WEST SIDE OF THE EAST FF0954'CONCRETE FOUNDATION. A STANDARD MONEL-METAL RIVET. FF0954 FF0954 STATION RECOVERY (1934) FF0954 FF0954'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0954'RECOVERED IN GOOD CONDITION. FF0954 FF0954 STATION RECOVERY (2002) FF0954 FF0954'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0954'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0955 *********************************************************************** FF0955 DESIGNATION - RV 43 FF0955 PID - FF0955 FF0955 STATE/COUNTY- AR/JACKSON FF0955 USGS QUAD - NEWPORT (1981) FF0955 FF0955 *CURRENT SURVEY CONTROL FF0955 ___________________________________________________________________ FF0955* NAD 83(1986)- 35 36 21. (N) 091 17 09. (W) SCALED FF0955* NAVD 88 - 70.57 (+/-2cm) 231.5 (feet) VERTCON FF0955 ___________________________________________________________________ FF0955 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0955 FF0955 VERT ORDER - ? (See Below) FF0955 FF0955.The horizontal coordinates were scaled from a topographic map and have FF0955.an estimated accuracy of +/- 6 seconds. FF0955 FF0955.The NAVD 88 height was computed by applying the VERTCON shift value to FF0955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0955.The vertical order pertains to the superseded datum. FF0955 FF0955.The geoid height was determined by GEOID99. FF0955 FF0955; North East Units Estimated Accuracy FF0955;SPC AR N - 141,410. 464,710. MT (+/- 180 meters Scaled) FF0955 FF0955 SUPERSEDED SURVEY CONTROL FF0955 FF0955 NGVD 29 - 70.506 (m) 231.32 (f) ADJUSTED ? FF0955 FF0955.Superseded values are not recommended for survey control. FF0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0955.See file dsdata.txt to determine how the superseded data were derived. FF0955 FF0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV552415(NAD 83) FF0955_MARKER: R = RIVET FF0955_SETTING: 30 = WALL FF0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0955 FF0955 HISTORY - Date Condition Report By FF0955 HISTORY - UNK MONUMENTED MPRR FF0955 HISTORY - 1931 GOOD CGS FF0955 HISTORY - 1934 GOOD CGS FF0955 HISTORY - 20020921 MARK NOT FOUND USACE FF0955 FF0955 STATION DESCRIPTION FF0955 FF0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0955'AT NEWPORT. FF0955'AT NEWPORT, JACKSON COUNTY, ABOUT 50 YARDS WEST OF THE MAIN FF0955'TRACKS OF THE MISSOURI PACIFIC RAILROAD, AT POLE 262+00, IN THE FF0955'CENTER OF THE TOP OF THE CONCRETE SEA WALL, AND OVER THE NAME FF0955'PLATE MARKED NEWPORT LEVEE DISTRICT. A STANDARD MONEL-METAL FF0955'RIVET. FF0955 FF0955 STATION RECOVERY (1934) FF0955 FF0955'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0955'RECOVERED IN GOOD CONDITION. FF0955 FF0955 STATION RECOVERY (2002) FF0955 FF0955'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0955'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0961 *********************************************************************** FF0961 DESIGNATION - RV 44 FF0961 PID - FF0961 FF0961 STATE/COUNTY- AR/JACKSON FF0961 USGS QUAD - NEWPORT (1981) FF0961 FF0961 *CURRENT SURVEY CONTROL FF0961 ___________________________________________________________________ FF0961* NAD 83(1986)- 35 36 33. (N) 091 16 49. (W) SCALED FF0961* NAVD 88 - 69.911 (meters) 229.37 (feet) ADJUSTED FF0961 ___________________________________________________________________ FF0961 GEOID HEIGHT- -27.43 (meters) GEOID99 FF0961 DYNAMIC HT - 69.850 (meters) 229.17 (feet) COMP FF0961 MODELED GRAV- 979,771.0 (mgal) NAVD 88 FF0961 FF0961 VERT ORDER - FIRST CLASS II FF0961 FF0961.The horizontal coordinates were scaled from a topographic map and have FF0961.an estimated accuracy of +/- 6 seconds. FF0961 FF0961.The orthometric height was determined by differential leveling FF0961.and adjusted by the National Geodetic Survey in June 1991. FF0961 FF0961.The geoid height was determined by GEOID99. FF0961 FF0961.The dynamic height is computed by dividing the NAVD 88 FF0961.geopotential number by the normal gravity value computed on the FF0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0961.degrees latitude (g = 980.6199 gals.). FF0961 FF0961.The modeled gravity was interpolated from observed gravity values. FF0961 FF0961; North East Units Estimated Accuracy FF0961;SPC AR N - 141,780. 465,210. MT (+/- 180 meters Scaled) FF0961 FF0961 SUPERSEDED SURVEY CONTROL FF0961 FF0961 NGVD 29 - 69.846 (m) 229.15 (f) ADJUSTED 1 2 FF0961 FF0961.Superseded values are not recommended for survey control. FF0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0961.See file dsdata.txt to determine how the superseded data were derived. FF0961 FF0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV557419(NAD 83) FF0961_MARKER: R = RIVET FF0961_SETTING: 36 = BRIDGE FF0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0961 FF0961 HISTORY - Date Condition Report By FF0961 HISTORY - UNK MONUMENTED MPRR FF0961 HISTORY - 1932 GOOD CGS FF0961 HISTORY - 1934 GOOD CGS FF0961 HISTORY - 20020921 MARK NOT FOUND USACE FF0961 FF0961 STATION DESCRIPTION FF0961 FF0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0961'0.5 MI N FROM NEWPORT. FF0961'ABOUT 1/2 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM FF0961'NEWPORT, JACKSON COUNTY, AT POLE 261+20, AND IN THE WEST SIDE OF FF0961'THE EAST CONCRETE FOUNDATION OF A BRIDGE SIGNAL. A STANDARD FF0961'MONEL-METAL RIVET. FF0961 FF0961 STATION RECOVERY (1934) FF0961 FF0961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0961'RECOVERED IN GOOD CONDITION. FF0961 FF0961 STATION RECOVERY (2002) FF0961 FF0961'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0961'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0964 *********************************************************************** FF0964 DESIGNATION - RV 47 FF0964 PID - FF0964 FF0964 STATE/COUNTY- AR/JACKSON FF0964 USGS QUAD - JACKSONPORT (1981) FF0964 FF0964 *CURRENT SURVEY CONTROL FF0964 ___________________________________________________________________ FF0964* NAD 83(1986)- 35 37 59. (N) 091 15 47. (W) SCALED FF0964* NAVD 88 - 71.302 (meters) 233.93 (feet) ADJUSTED FF0964 ___________________________________________________________________ FF0964 GEOID HEIGHT- -27.47 (meters) GEOID99 FF0964 DYNAMIC HT - 71.240 (meters) 233.73 (feet) COMP FF0964 MODELED GRAV- 979,771.3 (mgal) NAVD 88 FF0964 FF0964 VERT ORDER - FIRST CLASS II FF0964 FF0964.The horizontal coordinates were scaled from a topographic map and have FF0964.an estimated accuracy of +/- 6 seconds. FF0964 FF0964.The orthometric height was determined by differential leveling FF0964.and adjusted by the National Geodetic Survey in June 1991. FF0964 FF0964.The geoid height was determined by GEOID99. FF0964 FF0964.The dynamic height is computed by dividing the NAVD 88 FF0964.geopotential number by the normal gravity value computed on the FF0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0964.degrees latitude (g = 980.6199 gals.). FF0964 FF0964.The modeled gravity was interpolated from observed gravity values. FF0964 FF0964; North East Units Estimated Accuracy FF0964;SPC AR N - 144,440. 466,750. MT (+/- 180 meters Scaled) FF0964 FF0964 SUPERSEDED SURVEY CONTROL FF0964 FF0964 NGVD 29 - 71.236 (m) 233.71 (f) ADJUSTED 1 2 FF0964 FF0964.Superseded values are not recommended for survey control. FF0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0964.See file dsdata.txt to determine how the superseded data were derived. FF0964 FF0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV572446(NAD 83) FF0964_MARKER: R = RIVET FF0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0964+STABILITY: SURFACE MOTION FF0964 FF0964 HISTORY - Date Condition Report By FF0964 HISTORY - UNK MONUMENTED MPRR FF0964 HISTORY - 1931 GOOD CGS FF0964 HISTORY - 1935 GOOD CGS FF0964 HISTORY - 20020927 MARK NOT FOUND USACE FF0964 FF0964 STATION DESCRIPTION FF0964 FF0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0964'AT DIAZ. FF0964'AT DIAZ, JACKSON COUNTY, ON THE MAIN LINE OF THE MISSOURI PACIFIC FF0964'RAILROAD, AT POLE 259+19, AND IN THE NORTHEAST CORNER OF THE FF0964'CONCRETE FOUNDATION OF CANTILEVER SIGNAL 2596. A STANDARD FF0964'MONEL-METAL RIVET. FF0964 FF0964 STATION RECOVERY (1935) FF0964 FF0964'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 FF0964'RECOVERED IN GOOD CONDITION. FF0964 FF0964 STATION RECOVERY (2002) FF0964 FF0964'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0964'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0966 *********************************************************************** FF0966 DESIGNATION - RV 48 FF0966 PID - FF0966 FF0966 STATE/COUNTY- AR/JACKSON FF0966 USGS QUAD - JACKSONPORT (1981) FF0966 FF0966 *CURRENT SURVEY CONTROL FF0966 ___________________________________________________________________ FF0966* NAD 83(1986)- 35 38 38. (N) 091 15 26. (W) SCALED FF0966* NAVD 88 - 72.093 (meters) 236.53 (feet) ADJUSTED FF0966 ___________________________________________________________________ FF0966 GEOID HEIGHT- -27.48 (meters) GEOID99 FF0966 DYNAMIC HT - 72.031 (meters) 236.32 (feet) COMP FF0966 MODELED GRAV- 979,771.7 (mgal) NAVD 88 FF0966 FF0966 VERT ORDER - FIRST CLASS II FF0966 FF0966.The horizontal coordinates were scaled from a topographic map and have FF0966.an estimated accuracy of +/- 6 seconds. FF0966 FF0966.The orthometric height was determined by differential leveling FF0966.and adjusted by the National Geodetic Survey in June 1991. FF0966 FF0966.The geoid height was determined by GEOID99. FF0966 FF0966.The dynamic height is computed by dividing the NAVD 88 FF0966.geopotential number by the normal gravity value computed on the FF0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0966.degrees latitude (g = 980.6199 gals.). FF0966 FF0966.The modeled gravity was interpolated from observed gravity values. FF0966 FF0966; North East Units Estimated Accuracy FF0966;SPC AR N - 145,650. 467,270. MT (+/- 180 meters Scaled) FF0966 FF0966 SUPERSEDED SURVEY CONTROL FF0966 FF0966 NGVD 29 - 72.027 (m) 236.31 (f) ADJUSTED 1 2 FF0966 FF0966.Superseded values are not recommended for survey control. FF0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0966.See file dsdata.txt to determine how the superseded data were derived. FF0966 FF0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV577458(NAD 83) FF0966_MARKER: R = RIVET FF0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0966+STABILITY: SURFACE MOTION FF0966 FF0966 HISTORY - Date Condition Report By FF0966 HISTORY - UNK MONUMENTED MPRR FF0966 HISTORY - 1931 GOOD CGS FF0966 HISTORY - 1934 GOOD CGS FF0966 HISTORY - 20020927 MARK NOT FOUND USACE FF0966 FF0966 STATION DESCRIPTION FF0966 FF0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0966'0.8 MI NE FROM DIAZ. FF0966'ABOUT 0.8 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0966'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 258+24, AND IN THE FF0966'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED. FF0966'A STANDARD MONEL-METAL RIVET. FF0966 FF0966 STATION RECOVERY (1934) FF0966 FF0966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0966'RECOVERED IN GOOD CONDITION. FF0966 FF0966 STATION RECOVERY (2002) FF0966 FF0966'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0966'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0967 *********************************************************************** FF0967 DESIGNATION - RV 49 FF0967 PID - FF0967 FF0967 STATE/COUNTY- AR/JACKSON FF0967 USGS QUAD - JACKSONPORT (1981) FF0967 FF0967 *CURRENT SURVEY CONTROL FF0967 ___________________________________________________________________ FF0967* NAD 83(1986)- 35 39 02. (N) 091 15 09. (W) SCALED FF0967* NAVD 88 - 72.096 (meters) 236.53 (feet) ADJUSTED FF0967 ___________________________________________________________________ FF0967 GEOID HEIGHT- -27.50 (meters) GEOID99 FF0967 DYNAMIC HT - 72.034 (meters) 236.33 (feet) COMP FF0967 MODELED GRAV- 979,772.0 (mgal) NAVD 88 FF0967 FF0967 VERT ORDER - FIRST CLASS II FF0967 FF0967.The horizontal coordinates were scaled from a topographic map and have FF0967.an estimated accuracy of +/- 6 seconds. FF0967 FF0967.The orthometric height was determined by differential leveling FF0967.and adjusted by the National Geodetic Survey in June 1991. FF0967 FF0967.The geoid height was determined by GEOID99. FF0967 FF0967.The dynamic height is computed by dividing the NAVD 88 FF0967.geopotential number by the normal gravity value computed on the FF0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0967.degrees latitude (g = 980.6199 gals.). FF0967 FF0967.The modeled gravity was interpolated from observed gravity values. FF0967 FF0967; North East Units Estimated Accuracy FF0967;SPC AR N - 146,390. 467,690. MT (+/- 180 meters Scaled) FF0967 FF0967 SUPERSEDED SURVEY CONTROL FF0967 FF0967 NGVD 29 - 72.029 (m) 236.32 (f) ADJUSTED 1 2 FF0967 FF0967.Superseded values are not recommended for survey control. FF0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0967.See file dsdata.txt to determine how the superseded data were derived. FF0967 FF0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV581465(NAD 83) FF0967_MARKER: R = RIVET FF0967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0967+STABILITY: SURFACE MOTION FF0967 FF0967 HISTORY - Date Condition Report By FF0967 HISTORY - UNK MONUMENTED MPRR FF0967 HISTORY - 1931 GOOD CGS FF0967 HISTORY - 1934 GOOD CGS FF0967 HISTORY - 20020927 MARK NOT FOUND USACE FF0967 FF0967 STATION DESCRIPTION FF0967 FF0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0967'1.3 MI NE FROM DIAZ. FF0967'ABOUT 1.3 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0967'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 258+03, AND IN THE FF0967'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2580. FF0967'A STANDARD MONEL-METAL RIVET. FF0967 FF0967 STATION RECOVERY (1934) FF0967 FF0967'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0967'RECOVERED IN GOOD CONDITION. FF0967 FF0967 STATION RECOVERY (2002) FF0967 FF0967'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0967'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0969 *********************************************************************** FF0969 DESIGNATION - RV 50 RESET FF0969 PID - FF0969 FF0969 STATE/COUNTY- AR/JACKSON FF0969 USGS QUAD - TUCKERMAN (1981) FF0969 FF0969 *CURRENT SURVEY CONTROL FF0969 ___________________________________________________________________ FF0969* NAD 83(1986)- 35 39 27. (N) 091 14 53. (W) SCALED FF0969* NAVD 88 - 71.15 (meters) 233.4 (feet) RESET FF0969 ___________________________________________________________________ FF0969 GEOID HEIGHT- -27.50 (meters) GEOID99 FF0969 FF0969 VERT ORDER - THIRD FF0969 FF0969.The horizontal coordinates were scaled from a topographic map and have FF0969.an estimated accuracy of +/- 6 seconds. FF0969 FF0969.The orthometric height was computed from unverified reset data. FF0969 FF0969.The geoid height was determined by GEOID99. FF0969 FF0969; North East Units Estimated Accuracy FF0969;SPC AR N - 147,170. 468,090. MT (+/- 180 meters Scaled) FF0969 FF0969 SUPERSEDED SURVEY CONTROL FF0969 FF0969 NGVD 29 - 71.08 (m) 233.2 (f) RESET 3 FF0969 FF0969.Superseded values are not recommended for survey control. FF0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0969.See file dsdata.txt to determine how the superseded data were derived. FF0969 FF0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV585473(NAD 83) FF0969_MARKER: DB = BENCH MARK DISK FF0969_SETTING: 30 = CULVERT FF0969_STAMPING: RV 50 RESET 1961 FF0969_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0969 FF0969 HISTORY - Date Condition Report By FF0969 HISTORY - 1961 MONUMENTED CGS FF0969 HISTORY - 20020927 GOOD USACE FF0969 FF0969 STATION DESCRIPTION FF0969 FF0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 FF0969'1.8 MI NE FROM DIAZ. FF0969'THIS MARK IS LOCATED 1.8 MILES NORTHEAST ALONG THE MISSOURI FF0969'PACIFIC RAILROAD FROM DIAZ, 1 1/2 POLES SOUTH OF POLE NO. 257+20, FF0969'IN THE CENTER OF THE WEST HEADWALL OF A RAILROAD BRIDGE CULVERT FF0969'UNDER THE TRACKS, BRIDGE BUILT IN 1937, THE DISK IS ABOVE THE NO. FF0969'9 IN 1937 CAST IN THE WEST SIDE OF THE HEADWALL, AND SET IN A FF0969'DRILL HOLE IN THE TOP OF THE CONCRETE HEADWALL. FF0969 FF0969 STATION RECOVERY (2002) FF0969 FF0969'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0969'ADDITIONAL PREFAB. CONCRETE ATOP EXISTING HEADWALL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0970 *********************************************************************** FF0970 DESIGNATION - RV 51 FF0970 PID - FF0970 FF0970 STATE/COUNTY- AR/JACKSON FF0970 USGS QUAD - TUCKERMAN (1981) FF0970 FF0970 *CURRENT SURVEY CONTROL FF0970 ___________________________________________________________________ FF0970* NAD 83(1986)- 35 39 53. (N) 091 14 35. (W) SCALED FF0970* NAVD 88 - 71.28 (+/-2cm) 233.9 (feet) VERTCON FF0970 ___________________________________________________________________ FF0970 GEOID HEIGHT- -27.52 (meters) GEOID99 FF0970 FF0970 VERT ORDER - ? (See Below) FF0970 FF0970.The horizontal coordinates were scaled from a topographic map and have FF0970.an estimated accuracy of +/- 6 seconds. FF0970 FF0970.The NAVD 88 height was computed by applying the VERTCON shift value to FF0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0970.The vertical order pertains to the superseded datum. FF0970 FF0970.The geoid height was determined by GEOID99. FF0970 FF0970; North East Units Estimated Accuracy FF0970;SPC AR N - 147,970. 468,530. MT (+/- 180 meters Scaled) FF0970 FF0970 SUPERSEDED SURVEY CONTROL FF0970 FF0970 NGVD 29 - 71.212 (m) 233.63 (f) ADJUSTED ? FF0970 FF0970.Superseded values are not recommended for survey control. FF0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0970.See file dsdata.txt to determine how the superseded data were derived. FF0970 FF0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV590481(NAD 83) FF0970_MARKER: R = RIVET FF0970_SETTING: 30 = CULVERT FF0970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0970 FF0970 HISTORY - Date Condition Report By FF0970 HISTORY - UNK MONUMENTED MPRR FF0970 HISTORY - 1931 GOOD CGS FF0970 HISTORY - 1934 GOOD CGS FF0970 HISTORY - 20020927 MARK NOT FOUND USACE FF0970 FF0970 STATION DESCRIPTION FF0970 FF0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0970'2.4 MI NE FROM DIAZ. FF0970'ABOUT 2.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0970'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 257+00, AND IN THE CENTER FF0970'OF THE WEST HEAD WALL OF A 3- BY 3-FOOT CONCRETE CULVERT. A FF0970'STANDARD MONEL-METAL RIVET. FF0970 FF0970 STATION RECOVERY (1934) FF0970 FF0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0970'RECOVERED IN GOOD CONDITION. FF0970 FF0970 STATION RECOVERY (2002) FF0970 FF0970'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0970'ADDITIONAL PREFAB. CONCRETE ATOP EXISTING HEADWALL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0972 *********************************************************************** FF0972 DESIGNATION - RV 52 FF0972 PID - FF0972 FF0972 STATE/COUNTY- AR/JACKSON FF0972 USGS QUAD - TUCKERMAN (1981) FF0972 FF0972 *CURRENT SURVEY CONTROL FF0972 ___________________________________________________________________ FF0972* NAD 83(1986)- 35 40 17. (N) 091 14 18. (W) SCALED FF0972* NAVD 88 - 70.220 (meters) 230.38 (feet) ADJUSTED FF0972 ___________________________________________________________________ FF0972 GEOID HEIGHT- -27.53 (meters) GEOID99 FF0972 DYNAMIC HT - 70.160 (meters) 230.18 (feet) COMP FF0972 MODELED GRAV- 979,773.4 (mgal) NAVD 88 FF0972 FF0972 VERT ORDER - FIRST CLASS II FF0972 FF0972.The horizontal coordinates were scaled from a topographic map and have FF0972.an estimated accuracy of +/- 6 seconds. FF0972 FF0972.The orthometric height was determined by differential leveling FF0972.and adjusted by the National Geodetic Survey in June 1991. FF0972 FF0972.The geoid height was determined by GEOID99. FF0972 FF0972.The dynamic height is computed by dividing the NAVD 88 FF0972.geopotential number by the normal gravity value computed on the FF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0972.degrees latitude (g = 980.6199 gals.). FF0972 FF0972.The modeled gravity was interpolated from observed gravity values. FF0972 FF0972; North East Units Estimated Accuracy FF0972;SPC AR N - 148,710. 468,950. MT (+/- 180 meters Scaled) FF0972 FF0972 SUPERSEDED SURVEY CONTROL FF0972 FF0972 NGVD 29 - 70.152 (m) 230.16 (f) ADJUSTED 1 2 FF0972 FF0972.Superseded values are not recommended for survey control. FF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0972.See file dsdata.txt to determine how the superseded data were derived. FF0972 FF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV594489(NAD 83) FF0972_MARKER: R = RIVET FF0972_SETTING: 30 = CULVERT FF0972_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0972 FF0972 HISTORY - Date Condition Report By FF0972 HISTORY - UNK MONUMENTED MPRR FF0972 HISTORY - 1931 GOOD CGS FF0972 HISTORY - 1934 GOOD CGS FF0972 HISTORY - 20020926 MARK NOT FOUND USACE FF0972 FF0972 STATION DESCRIPTION FF0972 FF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0972'2.9 MI NE FROM DIAZ. FF0972'ABOUT 2.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0972'FROM DIAZ, JACKSON COUNTY, OPPOSITE POLE 256+19, AND IN THE CENTER FF0972'OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT. A FF0972'STANDARD MONEL-METAL RIVET. FF0972 FF0972 STATION RECOVERY (1934) FF0972 FF0972'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0972'RECOVERED IN GOOD CONDITION. FF0972 FF0972 STATION RECOVERY (2002) FF0972 FF0972'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0972'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0974 *********************************************************************** FF0974 DESIGNATION - RV 54 FF0974 PID - FF0974 FF0974 STATE/COUNTY- AR/JACKSON FF0974 USGS QUAD - TUCKERMAN (1981) FF0974 FF0974 *CURRENT SURVEY CONTROL FF0974 ___________________________________________________________________ FF0974* NAD 83(1986)- 35 41 04. (N) 091 13 45. (W) SCALED FF0974* NAVD 88 - 70.947 (meters) 232.77 (feet) ADJUSTED FF0974 ___________________________________________________________________ FF0974 GEOID HEIGHT- -27.54 (meters) GEOID99 FF0974 DYNAMIC HT - 70.886 (meters) 232.57 (feet) COMP FF0974 MODELED GRAV- 979,774.4 (mgal) NAVD 88 FF0974 FF0974 VERT ORDER - FIRST CLASS II FF0974 FF0974.The horizontal coordinates were scaled from a topographic map and have FF0974.an estimated accuracy of +/- 6 seconds. FF0974 FF0974.The orthometric height was determined by differential leveling FF0974.and adjusted by the National Geodetic Survey in June 1991. FF0974 FF0974.The geoid height was determined by GEOID99. FF0974 FF0974.The dynamic height is computed by dividing the NAVD 88 FF0974.geopotential number by the normal gravity value computed on the FF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0974.degrees latitude (g = 980.6199 gals.). FF0974 FF0974.The modeled gravity was interpolated from observed gravity values. FF0974 FF0974; North East Units Estimated Accuracy FF0974;SPC AR N - 150,170. 469,770. MT (+/- 180 meters Scaled) FF0974 FF0974 SUPERSEDED SURVEY CONTROL FF0974 FF0974 NGVD 29 - 70.880 (m) 232.55 (f) ADJUSTED 1 2 FF0974 FF0974.Superseded values are not recommended for survey control. FF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0974.See file dsdata.txt to determine how the superseded data were derived. FF0974 FF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV602503(NAD 83) FF0974_MARKER: R = RIVET FF0974_SETTING: 30 = CULVERT FF0974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0974 FF0974 HISTORY - Date Condition Report By FF0974 HISTORY - UNK MONUMENTED MPRR FF0974 HISTORY - 1931 GOOD CGS FF0974 HISTORY - 1934 GOOD CGS FF0974 HISTORY - 20020926 POOR USACE FF0974 FF0974 STATION DESCRIPTION FF0974 FF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0974'3.5 MI SW FROM TUCKERMAN. FF0974'ABOUT 3-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0974'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 255+18, OPPOSITE BRIDGE FF0974'306, AND IN THE CENTER OF THE EAST HEAD WALL OF A CONCRETE FF0974'CULVERT UNDER U.S. HIGHWAY 67. A STANDARD MONEL-METAL RIVET. FF0974 FF0974 STATION RECOVERY (1934) FF0974 FF0974'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0974'RECOVERED IN GOOD CONDITION. FF0974 FF0974 STATION RECOVERY (2002) FF0974 FF0974'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0974'RIVET HAS BEEN BENT OVER. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0975 *********************************************************************** FF0975 DESIGNATION - RV 55 FF0975 PID - FF0975 FF0975 STATE/COUNTY- AR/JACKSON FF0975 USGS QUAD - TUCKERMAN (1981) FF0975 FF0975 *CURRENT SURVEY CONTROL FF0975 ___________________________________________________________________ FF0975* NAD 83(1986)- 35 41 24. (N) 091 13 32. (W) SCALED FF0975* NAVD 88 - 72.263 (meters) 237.08 (feet) ADJUSTED FF0975 ___________________________________________________________________ FF0975 GEOID HEIGHT- -27.55 (meters) GEOID99 FF0975 DYNAMIC HT - 72.201 (meters) 236.88 (feet) COMP FF0975 MODELED GRAV- 979,774.9 (mgal) NAVD 88 FF0975 FF0975 VERT ORDER - FIRST CLASS II FF0975 FF0975.The horizontal coordinates were scaled from a topographic map and have FF0975.an estimated accuracy of +/- 6 seconds. FF0975 FF0975.The orthometric height was determined by differential leveling FF0975.and adjusted by the National Geodetic Survey in June 1991. FF0975 FF0975.The geoid height was determined by GEOID99. FF0975 FF0975.The dynamic height is computed by dividing the NAVD 88 FF0975.geopotential number by the normal gravity value computed on the FF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0975.degrees latitude (g = 980.6199 gals.). FF0975 FF0975.The modeled gravity was interpolated from observed gravity values. FF0975 FF0975; North East Units Estimated Accuracy FF0975;SPC AR N - 150,790. 470,090. MT (+/- 180 meters Scaled) FF0975 FF0975 SUPERSEDED SURVEY CONTROL FF0975 FF0975 NGVD 29 - 72.195 (m) 236.86 (f) ADJUSTED 1 2 FF0975 FF0975.Superseded values are not recommended for survey control. FF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0975.See file dsdata.txt to determine how the superseded data were derived. FF0975 FF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV605510(NAD 83) FF0975_MARKER: R = RIVET FF0975_SETTING: 30 = CULVERT FF0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0975 FF0975 HISTORY - Date Condition Report By FF0975 HISTORY - UNK MONUMENTED MPRR FF0975 HISTORY - 1931 GOOD CGS FF0975 HISTORY - 1934 GOOD CGS FF0975 HISTORY - 20020926 MARK NOT FOUND USACE FF0975 FF0975 STATION DESCRIPTION FF0975 FF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0975'3 MI SW FROM TUCKERMAN. FF0975'ABOUT 3 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF0975'TUCKERMAN, JACKSON COUNTY, AT POLE 255+01, AND IN THE CENTER OF FF0975'THE WEST HEAD WALL OF A 5- BY 8-FOOT CONCRETE CULVERT. A FF0975'STANDARD MONEL-METAL RIVET. FF0975 FF0975 STATION RECOVERY (1934) FF0975 FF0975'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0975'RECOVERED IN GOOD CONDITION. FF0975 FF0975 STATION RECOVERY (2002) FF0975 FF0975'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0975'ADDITIONAL PREFAB CONCRETE ATOP EXISTING HEADWALL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0979 *********************************************************************** FF0979 DESIGNATION - RV 56 FF0979 PID - FF0979 FF0979 STATE/COUNTY- AR/JACKSON FF0979 USGS QUAD - TUCKERMAN (1981) FF0979 FF0979 *CURRENT SURVEY CONTROL FF0979 ___________________________________________________________________ FF0979* NAD 83(1986)- 35 41 48. (N) 091 13 15. (W) SCALED FF0979* NAVD 88 - 73.201 (meters) 240.16 (feet) ADJUSTED FF0979 ___________________________________________________________________ FF0979 GEOID HEIGHT- -27.56 (meters) GEOID99 FF0979 DYNAMIC HT - 73.138 (meters) 239.95 (feet) COMP FF0979 MODELED GRAV- 979,775.5 (mgal) NAVD 88 FF0979 FF0979 VERT ORDER - FIRST CLASS II FF0979 FF0979.The horizontal coordinates were scaled from a topographic map and have FF0979.an estimated accuracy of +/- 6 seconds. FF0979 FF0979.The orthometric height was determined by differential leveling FF0979.and adjusted by the National Geodetic Survey in June 1991. FF0979 FF0979.The geoid height was determined by GEOID99. FF0979 FF0979.The dynamic height is computed by dividing the NAVD 88 FF0979.geopotential number by the normal gravity value computed on the FF0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0979.degrees latitude (g = 980.6199 gals.). FF0979 FF0979.The modeled gravity was interpolated from observed gravity values. FF0979 FF0979; North East Units Estimated Accuracy FF0979;SPC AR N - 151,530. 470,520. MT (+/- 180 meters Scaled) FF0979 FF0979 SUPERSEDED SURVEY CONTROL FF0979 FF0979 NGVD 29 - 73.132 (m) 239.93 (f) ADJUSTED 1 2 FF0979 FF0979.Superseded values are not recommended for survey control. FF0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0979.See file dsdata.txt to determine how the superseded data were derived. FF0979 FF0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV609517(NAD 83) FF0979_MARKER: R = RIVET FF0979_SETTING: 30 = CULVERT FF0979_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0979 FF0979 HISTORY - Date Condition Report By FF0979 HISTORY - UNK MONUMENTED MPRR FF0979 HISTORY - 1931 GOOD CGS FF0979 HISTORY - 1934 GOOD CGS FF0979 HISTORY - 20020926 MARK NOT FOUND USACE FF0979 FF0979 STATION DESCRIPTION FF0979 FF0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0979'2.5 MI SW FROM TUCKERMAN. FF0979'ABOUT 2-1/2 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0979'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 254+20, AND IN THE CENTER FF0979'OF THE WEST HEAD WALL OF A 5- BY 7-FOOT CONCRETE CULVERT. A FF0979'STANDARD MONEL-METAL RIVET. FF0979 FF0979 STATION RECOVERY (1934) FF0979 FF0979'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0979'RECOVERED IN GOOD CONDITION. FF0979 FF0979 STATION RECOVERY (2002) FF0979 FF0979'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0979'ADDITIONAL PREFAB CONCRETE ATOP EXISTING HEADWALL. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0983 *********************************************************************** FF0983 DESIGNATION - RV 59 FF0983 PID - FF0983 FF0983 STATE/COUNTY- AR/JACKSON FF0983 USGS QUAD - TUCKERMAN (1981) FF0983 FF0983 *CURRENT SURVEY CONTROL FF0983 ___________________________________________________________________ FF0983* NAD 83(1986)- 35 43 22. (N) 091 12 10. (W) SCALED FF0983* NAVD 88 - 75.595 (meters) 248.01 (feet) ADJUSTED FF0983 ___________________________________________________________________ FF0983 GEOID HEIGHT- -27.59 (meters) GEOID99 FF0983 DYNAMIC HT - 75.530 (meters) 247.80 (feet) COMP FF0983 MODELED GRAV- 979,777.9 (mgal) NAVD 88 FF0983 FF0983 VERT ORDER - FIRST CLASS II FF0983 FF0983.The horizontal coordinates were scaled from a topographic map and have FF0983.an estimated accuracy of +/- 6 seconds. FF0983 FF0983.The orthometric height was determined by differential leveling FF0983.and adjusted by the National Geodetic Survey in June 1991. FF0983 FF0983.The geoid height was determined by GEOID99. FF0983 FF0983.The dynamic height is computed by dividing the NAVD 88 FF0983.geopotential number by the normal gravity value computed on the FF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0983.degrees latitude (g = 980.6199 gals.). FF0983 FF0983.The modeled gravity was interpolated from observed gravity values. FF0983 FF0983; North East Units Estimated Accuracy FF0983;SPC AR N - 154,440. 472,130. MT (+/- 180 meters Scaled) FF0983 FF0983 SUPERSEDED SURVEY CONTROL FF0983 FF0983 NGVD 29 - 75.525 (m) 247.78 (f) ADJUSTED 1 2 FF0983 FF0983.Superseded values are not recommended for survey control. FF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0983.See file dsdata.txt to determine how the superseded data were derived. FF0983 FF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV625546(NAD 83) FF0983_MARKER: R = RIVET FF0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0983+STABILITY: SURFACE MOTION FF0983 FF0983 HISTORY - Date Condition Report By FF0983 HISTORY - UNK MONUMENTED MPRR FF0983 HISTORY - 1931 GOOD CGS FF0983 HISTORY - 1934 GOOD CGS FF0983 HISTORY - 20020926 MARK NOT FOUND USACE FF0983 FF0983 STATION DESCRIPTION FF0983 FF0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0983'0.5 MI SW FROM TUCKERMAN. FF0983'ABOUT 1/2 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0983'FROM TUCKERMAN, JACKSON COUNTY, AT POLE 252+18, AND IN THE FF0983'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED. FF0983'A STANDARD MONEL-METAL RIVET. FF0983 FF0983 STATION RECOVERY (1934) FF0983 FF0983'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0983'RECOVERED IN GOOD CONDITION. FF0983 FF0983 STATION RECOVERY (2002) FF0983 FF0983'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0983'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0987 *********************************************************************** FF0987 DESIGNATION - RV 62 FF0987 PID - FF0987 FF0987 STATE/COUNTY- AR/JACKSON FF0987 USGS QUAD - TUCKERMAN (1981) FF0987 FF0987 *CURRENT SURVEY CONTROL FF0987 ___________________________________________________________________ FF0987* NAD 83(1986)- 35 44 53. (N) 091 11 06. (W) SCALED FF0987* NAVD 88 - 73.72 (+/-2cm) 241.9 (feet) VERTCON FF0987 ___________________________________________________________________ FF0987 GEOID HEIGHT- -27.62 (meters) GEOID99 FF0987 FF0987 VERT ORDER - ? (See Below) FF0987 FF0987.The horizontal coordinates were scaled from a topographic map and have FF0987.an estimated accuracy of +/- 6 seconds. FF0987 FF0987.The NAVD 88 height was computed by applying the VERTCON shift value to FF0987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0987.The vertical order pertains to the superseded datum. FF0987 FF0987.The geoid height was determined by GEOID99. FF0987 FF0987; North East Units Estimated Accuracy FF0987;SPC AR N - 157,260. 473,710. MT (+/- 180 meters Scaled) FF0987 FF0987 SUPERSEDED SURVEY CONTROL FF0987 FF0987 NGVD 29 - 73.651 (m) 241.64 (f) ADJUSTED ? FF0987 FF0987.Superseded values are not recommended for survey control. FF0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0987.See file dsdata.txt to determine how the superseded data were derived. FF0987 FF0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV641575(NAD 83) FF0987_MARKER: R = RIVET FF0987_SETTING: 30 = CULVERT FF0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF0987 FF0987 HISTORY - Date Condition Report By FF0987 HISTORY - UNK MONUMENTED MPRR FF0987 HISTORY - 1931 GOOD CGS FF0987 HISTORY - 1934 GOOD CGS FF0987 HISTORY - 20020926 MARK NOT FOUND USACE FF0987 FF0987 STATION DESCRIPTION FF0987 FF0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0987'1.5 MI NE FROM TUCKERMAN. FF0987'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0987'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 250+17, AND IN FF0987'THE CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE FF0987'CULVERT. A STANDARD MONEL-METAL RIVET. FF0987 FF0987 STATION RECOVERY (1934) FF0987 FF0987'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0987'RECOVERED IN GOOD CONDITION. FF0987 FF0987 STATION RECOVERY (2002) FF0987 FF0987'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0987'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0989 *********************************************************************** FF0989 DESIGNATION - RV 63 FF0989 PID - FF0989 FF0989 STATE/COUNTY- AR/JACKSON FF0989 USGS QUAD - SWIFTON WEST (1980) FF0989 FF0989 *CURRENT SURVEY CONTROL FF0989 ___________________________________________________________________ FF0989* NAD 83(1986)- 35 45 23. (N) 091 10 43. (W) SCALED FF0989* NAVD 88 - 74.957 (meters) 245.92 (feet) ADJUSTED FF0989 ___________________________________________________________________ FF0989 GEOID HEIGHT- -27.64 (meters) GEOID99 FF0989 DYNAMIC HT - 74.894 (meters) 245.71 (feet) COMP FF0989 MODELED GRAV- 979,781.3 (mgal) NAVD 88 FF0989 FF0989 VERT ORDER - FIRST CLASS II FF0989 FF0989.The horizontal coordinates were scaled from a topographic map and have FF0989.an estimated accuracy of +/- 6 seconds. FF0989 FF0989.The orthometric height was determined by differential leveling FF0989.and adjusted by the National Geodetic Survey in June 1991. FF0989 FF0989.The geoid height was determined by GEOID99. FF0989 FF0989.The dynamic height is computed by dividing the NAVD 88 FF0989.geopotential number by the normal gravity value computed on the FF0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0989.degrees latitude (g = 980.6199 gals.). FF0989 FF0989.The modeled gravity was interpolated from observed gravity values. FF0989 FF0989; North East Units Estimated Accuracy FF0989;SPC AR N - 158,190. 474,280. MT (+/- 180 meters Scaled) FF0989 FF0989 SUPERSEDED SURVEY CONTROL FF0989 FF0989 NGVD 29 - 74.885 (m) 245.69 (f) ADJUSTED 1 2 FF0989 FF0989.Superseded values are not recommended for survey control. FF0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0989.See file dsdata.txt to determine how the superseded data were derived. FF0989 FF0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV646584(NAD 83) FF0989_MARKER: R = RIVET FF0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0989+STABILITY: SURFACE MOTION FF0989 FF0989 HISTORY - Date Condition Report By FF0989 HISTORY - UNK MONUMENTED MPRR FF0989 HISTORY - 1931 GOOD CGS FF0989 HISTORY - 1934 GOOD CGS FF0989 HISTORY - 20020925 MARK NOT FOUND USACE FF0989 FF0989 STATION DESCRIPTION FF0989 FF0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0989'2.1 MI NE FROM TUCKERMAN. FF0989'ABOUT 2.1 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0989'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 249+30, AND IN THE FF0989'SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED. FF0989'A STANDARD MONEL-METAL RIVET. FF0989 FF0989 STATION RECOVERY (1934) FF0989 FF0989'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0989'RECOVERED IN GOOD CONDITION. FF0989 FF0989 STATION RECOVERY (2002) FF0989 FF0989'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0989'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0993 *********************************************************************** FF0993 DESIGNATION - RV 65 FF0993 PID - FF0993 FF0993 STATE/COUNTY- AR/JACKSON FF0993 USGS QUAD - SWIFTON WEST (1980) FF0993 FF0993 *CURRENT SURVEY CONTROL FF0993 ___________________________________________________________________ FF0993* NAD 83(1986)- 35 47 04. (N) 091 09 34. (W) SCALED FF0993* NAVD 88 - 75.991 (meters) 249.31 (feet) ADJUSTED FF0993 ___________________________________________________________________ FF0993 GEOID HEIGHT- -27.68 (meters) GEOID99 FF0993 DYNAMIC HT - 75.926 (meters) 249.10 (feet) COMP FF0993 MODELED GRAV- 979,783.5 (mgal) NAVD 88 FF0993 FF0993 VERT ORDER - FIRST CLASS II FF0993 FF0993.The horizontal coordinates were scaled from a topographic map and have FF0993.an estimated accuracy of +/- 6 seconds. FF0993 FF0993.The orthometric height was determined by differential leveling FF0993.and adjusted by the National Geodetic Survey in June 1991. FF0993 FF0993.The geoid height was determined by GEOID99. FF0993 FF0993.The dynamic height is computed by dividing the NAVD 88 FF0993.geopotential number by the normal gravity value computed on the FF0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0993.degrees latitude (g = 980.6199 gals.). FF0993 FF0993.The modeled gravity was interpolated from observed gravity values. FF0993 FF0993; North East Units Estimated Accuracy FF0993;SPC AR N - 161,310. 475,990. MT (+/- 180 meters Scaled) FF0993 FF0993 SUPERSEDED SURVEY CONTROL FF0993 FF0993 NGVD 29 - 75.918 (m) 249.07 (f) ADJUSTED 1 2 FF0993 FF0993.Superseded values are not recommended for survey control. FF0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0993.See file dsdata.txt to determine how the superseded data were derived. FF0993 FF0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV663616(NAD 83) FF0993_MARKER: R = RIVET FF0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0993+STABILITY: SURFACE MOTION FF0993 FF0993 HISTORY - Date Condition Report By FF0993 HISTORY - UNK MONUMENTED MPRR FF0993 HISTORY - 1931 GOOD CGS FF0993 HISTORY - 1934 GOOD CGS FF0993 HISTORY - 20020925 MARK NOT FOUND USACE FF0993 FF0993 STATION DESCRIPTION FF0993 FF0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0993'4.4 MI NE FROM TUCKERMAN. FF0993'ABOUT 4.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF0993'FROM TUCKERMAN, JACKSON COUNTY, OPPOSITE POLE 247+21, AND IN FF0993'THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL FF0993'2476. A STANDARD MONEL-METAL RIVET. FF0993 FF0993 STATION RECOVERY (1934) FF0993 FF0993'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0993'RECOVERED IN GOOD CONDITION. FF0993 FF0993 STATION RECOVERY (2002) FF0993 FF0993'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0993'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0995 *********************************************************************** FF0995 DESIGNATION - RV 66 FF0995 PID - FF0995 FF0995 STATE/COUNTY- AR/JACKSON FF0995 USGS QUAD - SWIFTON WEST (1980) FF0995 FF0995 *CURRENT SURVEY CONTROL FF0995 ___________________________________________________________________ FF0995* NAD 83(1986)- 35 47 39. (N) 091 09 09. (W) SCALED FF0995* NAVD 88 - 76.07 (+/-2cm) 249.6 (feet) VERTCON FF0995 ___________________________________________________________________ FF0995 GEOID HEIGHT- -27.69 (meters) GEOID99 FF0995 FF0995 VERT ORDER - ? (See Below) FF0995 FF0995.The horizontal coordinates were scaled from a topographic map and have FF0995.an estimated accuracy of +/- 6 seconds. FF0995 FF0995.The NAVD 88 height was computed by applying the VERTCON shift value to FF0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF0995.The vertical order pertains to the superseded datum. FF0995 FF0995.The geoid height was determined by GEOID99. FF0995 FF0995; North East Units Estimated Accuracy FF0995;SPC AR N - 162,400. 476,610. MT (+/- 180 meters Scaled) FF0995 FF0995 SUPERSEDED SURVEY CONTROL FF0995 FF0995 NGVD 29 - 75.994 (m) 249.32 (f) ADJUSTED ? FF0995 FF0995.Superseded values are not recommended for survey control. FF0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0995.See file dsdata.txt to determine how the superseded data were derived. FF0995 FF0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV669626(NAD 83) FF0995_MARKER: R = RIVET FF0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0995+STABILITY: SURFACE MOTION FF0995 FF0995 HISTORY - Date Condition Report By FF0995 HISTORY - UNK MONUMENTED MPRR FF0995 HISTORY - 1931 GOOD CGS FF0995 HISTORY - 1934 GOOD CGS FF0995 HISTORY - 20020925 MARK NOT FOUND USACE FF0995 FF0995 STATION DESCRIPTION FF0995 FF0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0995'2.5 MI SW FROM SWIFTON. FF0995'ABOUT 2.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0995'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 246+32, AND IN THE FF0995'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2468. FF0995'A STANDARD MONEL-METAL RIVET. FF0995 FF0995 STATION RECOVERY (1934) FF0995 FF0995'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0995'RECOVERED IN GOOD CONDITION. FF0995 FF0995 STATION RECOVERY (2002) FF0995 FF0995'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0995'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0997 *********************************************************************** FF0997 DESIGNATION - RV 68 FF0997 PID - FF0997 FF0997 STATE/COUNTY- AR/JACKSON FF0997 USGS QUAD - SWIFTON WEST (1980) FF0997 FF0997 *CURRENT SURVEY CONTROL FF0997 ___________________________________________________________________ FF0997* NAD 83(1986)- 35 48 45. (N) 091 08 23. (W) SCALED FF0997* NAVD 88 - 75.544 (meters) 247.85 (feet) ADJUSTED FF0997 ___________________________________________________________________ FF0997 GEOID HEIGHT- -27.72 (meters) GEOID99 FF0997 DYNAMIC HT - 75.480 (meters) 247.64 (feet) COMP FF0997 MODELED GRAV- 979,785.6 (mgal) NAVD 88 FF0997 FF0997 VERT ORDER - FIRST CLASS II FF0997 FF0997.The horizontal coordinates were scaled from a topographic map and have FF0997.an estimated accuracy of +/- 6 seconds. FF0997 FF0997.The orthometric height was determined by differential leveling FF0997.and adjusted by the National Geodetic Survey in June 1991. FF0997 FF0997.The geoid height was determined by GEOID99. FF0997 FF0997.The dynamic height is computed by dividing the NAVD 88 FF0997.geopotential number by the normal gravity value computed on the FF0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0997.degrees latitude (g = 980.6199 gals.). FF0997 FF0997.The modeled gravity was interpolated from observed gravity values. FF0997 FF0997; North East Units Estimated Accuracy FF0997;SPC AR N - 164,440. 477,740. MT (+/- 180 meters Scaled) FF0997 FF0997 SUPERSEDED SURVEY CONTROL FF0997 FF0997 NGVD 29 - 75.469 (m) 247.60 (f) ADJUSTED 1 2 FF0997 FF0997.Superseded values are not recommended for survey control. FF0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0997.See file dsdata.txt to determine how the superseded data were derived. FF0997 FF0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV680647(NAD 83) FF0997_MARKER: R = RIVET FF0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0997+STABILITY: SURFACE MOTION FF0997 FF0997 HISTORY - Date Condition Report By FF0997 HISTORY - UNK MONUMENTED MPRR FF0997 HISTORY - 1931 GOOD CGS FF0997 HISTORY - 1934 GOOD CGS FF0997 HISTORY - 20020925 MARK NOT FOUND USACE FF0997 FF0997 STATION DESCRIPTION FF0997 FF0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF0997'1 MI SW FROM SWIFTON. FF0997'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF0997'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 245+14, AND IN THE FF0997'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2452. A FF0997'STANDARD MONEL-METAL RIVET. FF0997 FF0997 STATION RECOVERY (1934) FF0997 FF0997'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF0997'RECOVERED IN GOOD CONDITION. FF0997 FF0997 STATION RECOVERY (2002) FF0997 FF0997'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0997'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1000 *********************************************************************** FF1000 DESIGNATION - RV 69 RESET FF1000 PID - FF1000 FF1000 STATE/COUNTY- AR/JACKSON FF1000 USGS QUAD - SWIFTON WEST (1980) FF1000 FF1000 *CURRENT SURVEY CONTROL FF1000 ___________________________________________________________________ FF1000* NAD 83(1986)- 35 49 16. (N) 091 08 02. (W) SCALED FF1000* NAVD 88 - 75.39 (+/-2cm) 247.3 (feet) VERTCON FF1000 ___________________________________________________________________ FF1000 GEOID HEIGHT- -27.74 (meters) GEOID99 FF1000 FF1000 VERT ORDER - ? (See Below) FF1000 FF1000.The horizontal coordinates were scaled from a topographic map and have FF1000.an estimated accuracy of +/- 6 seconds. FF1000 FF1000.The NAVD 88 height was computed by applying the VERTCON shift value to FF1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1000.The vertical order pertains to the superseded datum. FF1000 FF1000.The geoid height was determined by GEOID99. FF1000 FF1000; North East Units Estimated Accuracy FF1000;SPC AR N - 165,400. 478,260. MT (+/- 180 meters Scaled) FF1000 FF1000 SUPERSEDED SURVEY CONTROL FF1000 FF1000 NGVD 29 - 75.312 (m) 247.09 (f) ADJUSTED ? FF1000 FF1000.Superseded values are not recommended for survey control. FF1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1000.See file dsdata.txt to determine how the superseded data were derived. FF1000 FF1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV685657(NAD 83) FF1000_MARKER: DB = BENCH MARK DISK FF1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1000_STAMPING: RV 69 RESET 1961 FF1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1000+STABILITY: SURFACE MOTION FF1000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1000+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 FF1000 FF1000 HISTORY - Date Condition Report By FF1000 HISTORY - 1961 MONUMENTED CGS FF1000 HISTORY - 20020925 GOOD USACE FF1000 FF1000 STATION DESCRIPTION FF1000 FF1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 FF1000'0.3 MI SW FROM SWIFTON. FF1000'THIS MARK IS LOCATED 0.3 MILE SOUTHWEST ALONG THE MISSOURI FF1000'PACIFIC RAILROAD FROM SWIFTON, AT THE NORTHEAST ANGLE WITH THE FF1000'JUNCTION WITH A SIDEROAD AND U.S. HIGHWAY 67, 89 FEET EAST OF THE FF1000'EAST RAIL OF THE TRACK, 28 FEET NORTH OF THE CENTER OF THE ROAD FF1000'LEADING EAST, 3 FEET SOUTH OF A POWER POLE, 20 FEET NORTHWEST OF FF1000'A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST, AND SET FF1000'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES. FF1000 FF1000 STATION RECOVERY (2002) FF1000 FF1000'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1000'THE STATION IS 14.4 FT W OF CARSONITE WITNESS POST. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1003 *********************************************************************** FF1003 DESIGNATION - RV 70 FF1003 PID - FF1003 FF1003 STATE/COUNTY- AR/JACKSON FF1003 USGS QUAD - SWIFTON WEST (1980) FF1003 FF1003 *CURRENT SURVEY CONTROL FF1003 ___________________________________________________________________ FF1003* NAD 83(1986)- 35 49 41. (N) 091 07 45. (W) SCALED FF1003* NAVD 88 - 76.497 (meters) 250.97 (feet) ADJUSTED FF1003 ___________________________________________________________________ FF1003 GEOID HEIGHT- -27.75 (meters) GEOID99 FF1003 DYNAMIC HT - 76.433 (meters) 250.76 (feet) COMP FF1003 MODELED GRAV- 979,786.7 (mgal) NAVD 88 FF1003 FF1003 VERT ORDER - FIRST CLASS II FF1003 FF1003.The horizontal coordinates were scaled from a topographic map and have FF1003.an estimated accuracy of +/- 6 seconds. FF1003 FF1003.The orthometric height was determined by differential leveling FF1003.and adjusted by the National Geodetic Survey in June 1991. FF1003 FF1003.The geoid height was determined by GEOID99. FF1003 FF1003.The dynamic height is computed by dividing the NAVD 88 FF1003.geopotential number by the normal gravity value computed on the FF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1003.degrees latitude (g = 980.6199 gals.). FF1003 FF1003.The modeled gravity was interpolated from observed gravity values. FF1003 FF1003; North East Units Estimated Accuracy FF1003;SPC AR N - 166,180. 478,680. MT (+/- 180 meters Scaled) FF1003 FF1003 SUPERSEDED SURVEY CONTROL FF1003 FF1003 NGVD 29 - 76.422 (m) 250.73 (f) ADJUSTED 1 2 FF1003 FF1003.Superseded values are not recommended for survey control. FF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1003.See file dsdata.txt to determine how the superseded data were derived. FF1003 FF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV689664(NAD 83) FF1003_MARKER: R = RIVET FF1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1003+STABILITY: SURFACE MOTION FF1003 FF1003 HISTORY - Date Condition Report By FF1003 HISTORY - UNK MONUMENTED MPRR FF1003 HISTORY - 1931 GOOD CGS FF1003 HISTORY - 1934 GOOD CGS FF1003 HISTORY - 20020925 MARK NOT FOUND USACE FF1003 FF1003 STATION DESCRIPTION FF1003 FF1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1003'AT SWIFTON. FF1003'AT THE NORTHEAST EDGE OF SWIFTON, JACKSON COUNTY, ON THE MAIN FF1003'LINE OF THE MISSOURI PACIFIC RAILROAD, OPPOSITE POLE 244+03, AND FF1003'IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL FF1003'2440. A STANDARD MONEL-METAL RIVET. FF1003 FF1003 STATION RECOVERY (1934) FF1003 FF1003'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1003'RECOVERED IN GOOD CONDITION. FF1003 FF1003 STATION RECOVERY (2002) FF1003 FF1003'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1003'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1004 *********************************************************************** FF1004 DESIGNATION - RV 71 FF1004 PID - FF1004 FF1004 STATE/COUNTY- AR/JACKSON FF1004 USGS QUAD - SWIFTON EAST (1980) FF1004 FF1004 *CURRENT SURVEY CONTROL FF1004 ___________________________________________________________________ FF1004* NAD 83(1986)- 35 50 11. (N) 091 07 23. (W) SCALED FF1004* NAVD 88 - 76.067 (meters) 249.56 (feet) ADJUSTED FF1004 ___________________________________________________________________ FF1004 GEOID HEIGHT- -27.76 (meters) GEOID99 FF1004 DYNAMIC HT - 76.002 (meters) 249.35 (feet) COMP FF1004 MODELED GRAV- 979,787.3 (mgal) NAVD 88 FF1004 FF1004 VERT ORDER - FIRST CLASS II FF1004 FF1004.The horizontal coordinates were scaled from a topographic map and have FF1004.an estimated accuracy of +/- 6 seconds. FF1004 FF1004.The orthometric height was determined by differential leveling FF1004.and adjusted by the National Geodetic Survey in June 1991. FF1004 FF1004.The geoid height was determined by GEOID99. FF1004 FF1004.The dynamic height is computed by dividing the NAVD 88 FF1004.geopotential number by the normal gravity value computed on the FF1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1004.degrees latitude (g = 980.6199 gals.). FF1004 FF1004.The modeled gravity was interpolated from observed gravity values. FF1004 FF1004; North East Units Estimated Accuracy FF1004;SPC AR N - 167,110. 479,230. MT (+/- 180 meters Scaled) FF1004 FF1004 SUPERSEDED SURVEY CONTROL FF1004 FF1004 NGVD 29 - 75.991 (m) 249.31 (f) ADJUSTED 1 2 FF1004 FF1004.Superseded values are not recommended for survey control. FF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1004.See file dsdata.txt to determine how the superseded data were derived. FF1004 FF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV695674(NAD 83) FF1004_MARKER: R = RIVET FF1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1004+STABILITY: SURFACE MOTION FF1004 FF1004 HISTORY - Date Condition Report By FF1004 HISTORY - UNK MONUMENTED MPRR FF1004 HISTORY - 1931 GOOD CGS FF1004 HISTORY - 1934 GOOD CGS FF1004 HISTORY - 20020925 MARK NOT FOUND USACE FF1004 FF1004 STATION DESCRIPTION FF1004 FF1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1004'0.9 MI NE FROM SWIFTON. FF1004'ABOUT 0.9 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF1004'FROM SWIFTON, JACKSON COUNTY, AT POLE 243+17, AND IN THE FF1004'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF A BATTERY FEED. FF1004'A STANDARD MONEL-METAL RIVET. FF1004 FF1004 STATION RECOVERY (1934) FF1004 FF1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1004'RECOVERED IN GOOD CONDITION. FF1004 FF1004 STATION RECOVERY (2002) FF1004 FF1004'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1004'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1005 *********************************************************************** FF1005 DESIGNATION - RV 72 FF1005 PID - FF1005 FF1005 STATE/COUNTY- AR/JACKSON FF1005 USGS QUAD - SWIFTON EAST (1980) FF1005 FF1005 *CURRENT SURVEY CONTROL FF1005 ___________________________________________________________________ FF1005* NAD 83(1986)- 35 50 37. (N) 091 07 05. (W) SCALED FF1005* NAVD 88 - 77.460 (meters) 254.13 (feet) ADJUSTED FF1005 ___________________________________________________________________ FF1005 GEOID HEIGHT- -27.77 (meters) GEOID99 FF1005 DYNAMIC HT - 77.395 (meters) 253.92 (feet) COMP FF1005 MODELED GRAV- 979,787.9 (mgal) NAVD 88 FF1005 FF1005 VERT ORDER - FIRST CLASS II FF1005 FF1005.The horizontal coordinates were scaled from a topographic map and have FF1005.an estimated accuracy of +/- 6 seconds. FF1005 FF1005.The orthometric height was determined by differential leveling FF1005.and adjusted by the National Geodetic Survey in June 1991. FF1005 FF1005.The geoid height was determined by GEOID99. FF1005 FF1005.The dynamic height is computed by dividing the NAVD 88 FF1005.geopotential number by the normal gravity value computed on the FF1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1005.degrees latitude (g = 980.6199 gals.). FF1005 FF1005.The modeled gravity was interpolated from observed gravity values. FF1005 FF1005; North East Units Estimated Accuracy FF1005;SPC AR N - 167,910. 479,670. MT (+/- 180 meters Scaled) FF1005 FF1005 SUPERSEDED SURVEY CONTROL FF1005 FF1005 NGVD 29 - 77.384 (m) 253.88 (f) ADJUSTED 1 2 FF1005 FF1005.Superseded values are not recommended for survey control. FF1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1005.See file dsdata.txt to determine how the superseded data were derived. FF1005 FF1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV699682(NAD 83) FF1005_MARKER: R = RIVET FF1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1005+STABILITY: SURFACE MOTION FF1005 FF1005 HISTORY - Date Condition Report By FF1005 HISTORY - UNK MONUMENTED MPRR FF1005 HISTORY - 1931 GOOD CGS FF1005 HISTORY - 1934 GOOD CGS FF1005 HISTORY - 20020925 MARK NOT FOUND USACE FF1005 FF1005 STATION DESCRIPTION FF1005 FF1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1005'1.5 MI NE FROM SWIFTON. FF1005'ABOUT 1-1/2 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF1005'FROM SWIFTON, JACKSON COUNTY, OPPOSITE POLE 242+34, AND IN THE FF1005'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2428. A FF1005'STANDARD MONEL-METAL RIVET. FF1005 FF1005 STATION RECOVERY (1934) FF1005 FF1005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1005'RECOVERED IN GOOD CONDITION. FF1005 FF1005 STATION RECOVERY (2002) FF1005 FF1005'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1005'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 AF8641 *********************************************************************** AF8641 DESIGNATION - RV 73 RESET AF8641 PID - AF8641 AF8641 STATE/COUNTY- AR/JACKSON AF8641 USGS QUAD - SWIFTON EAST (1980) AF8641 AF8641 *CURRENT SURVEY CONTROL AF8641 ___________________________________________________________________ AF8641* NAD 83(1986)- 35 51 07. (N) 091 06 45. (W) SCALED AF8641* NAVD 88 - 77.05 (meters) 252.8 (feet) RESET AF8641 ___________________________________________________________________ AF8641 GEOID HEIGHT- -27.79 (meters) GEOID99 AF8641 AF8641 VERT ORDER - THIRD AF8641 AF8641.The horizontal coordinates were scaled from a topographic map and have AF8641.an estimated accuracy of +/- 6 seconds. AF8641 AF8641.The orthometric height was computed from unverified reset data. AF8641 AF8641.The geoid height was determined by GEOID99. AF8641 AF8641; North East Units Estimated Accuracy AF8641;SPC AR N - 168,840. 480,160. MT (+/- 180 meters Scaled) AF8641 AF8641 SUPERSEDED SURVEY CONTROL AF8641 AF8641.No superseded survey control is available for this station. AF8641 AF8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV704691(NAD 83) AF8641_MARKER: DB = BENCH MARK DISK AF8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AF8641_STAMPING: RV 73 RESET 1961 AF8641_MARK LOGO: CGS AF8641_MAGNETIC: N = NO MAGNETIC MATERIAL AF8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AF8641+STABILITY: SURFACE MOTION AF8641 AF8641 HISTORY - Date Condition Report By AF8641 HISTORY - 1961 MONUMENTED CGS AF8641 HISTORY - 20020925 MARK NOT FOUND USACE AF8641 AF8641 STATION DESCRIPTION AF8641 AF8641'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (AKH) AF8641'2.2 MILES (3.5 KM) NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD AND AF8641'US HIGHWAY 67 FROM SWIFTON, 1 POLE SOUTH OF POLE 242+10, 85 FEET (25.9 AF8641'M) NORTHWEST OF POLE NO 34F, 45.8 FEET (14.0 M) WEST OF THE WEST RAIL AF8641'OF THE TRACK, 36 FEET (11.0 M) EAST OF THE CENTERLINE OF US HIGHWAY AF8641'67, 92 FEET (28.0 M) NORTH OF THE CENTER OF A DIRT ROAD LEADING EAST AF8641'ACROSS THE TRACKS, 4 FEET (1.2 M) SOUTHEAST OF A TELEGRAPH POLE, 1 AF8641'FOOT (0.3 M) SOUTHEAST OF A METAL WITNESS POST AND ACROSS THE HIGHWAY AF8641'FROM A LARGE WHITE HOUSE. A STANDARD DISK SET IN THE TOP OF A 12 INCH AF8641'ROUND CONCRETE POST PROJECTING 6 INCHES. AF8641 AF8641 STATION RECOVERY (2002) AF8641 AF8641'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) AF8641'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1007 *********************************************************************** FF1007 DESIGNATION - RV 75 FF1007 PID - FF1007 FF1007 STATE/COUNTY- AR/JACKSON FF1007 USGS QUAD - SWIFTON EAST (1980) FF1007 FF1007 *CURRENT SURVEY CONTROL FF1007 ___________________________________________________________________ FF1007* NAD 83(1986)- 35 51 55. (N) 091 06 12. (W) SCALED FF1007* NAVD 88 - 77.05 (+/-2cm) 252.8 (feet) VERTCON FF1007 ___________________________________________________________________ FF1007 GEOID HEIGHT- -27.80 (meters) GEOID99 FF1007 FF1007 VERT ORDER - ? (See Below) FF1007 FF1007.The horizontal coordinates were scaled from a topographic map and have FF1007.an estimated accuracy of +/- 6 seconds. FF1007 FF1007.The NAVD 88 height was computed by applying the VERTCON shift value to FF1007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1007.The vertical order pertains to the superseded datum. FF1007 FF1007.The geoid height was determined by GEOID99. FF1007 FF1007; North East Units Estimated Accuracy FF1007;SPC AR N - 170,330. 480,980. MT (+/- 180 meters Scaled) FF1007 FF1007 SUPERSEDED SURVEY CONTROL FF1007 FF1007 NGVD 29 - 76.974 (m) 252.54 (f) ADJUSTED ? FF1007 FF1007.Superseded values are not recommended for survey control. FF1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1007.See file dsdata.txt to determine how the superseded data were derived. FF1007 FF1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV712706(NAD 83) FF1007_MARKER: R = RIVET FF1007_SETTING: 30 = CULVERT FF1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1007+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 FF1007 FF1007 HISTORY - Date Condition Report By FF1007 HISTORY - UNK MONUMENTED MPRR FF1007 HISTORY - 1931 GOOD CGS FF1007 HISTORY - 1934 GOOD CGS FF1007 HISTORY - 20020925 GOOD USACE FF1007 FF1007 STATION DESCRIPTION FF1007 FF1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1007'2.2 MI SW FROM ALICIA. FF1007'IN JACKSON COUNTY, ABOUT 2-1/4 MILES SOUTHWEST ALONG THE MISSOURI FF1007'PACIFIC RAILROAD FROM ALICIA, LAWRENCE COUNTY, AT POLE 241+01, FF1007'AND IN THE CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT FF1007'CONCRETE CULVERT. A STANDARD MONEL-METAL RIVET. FF1007 FF1007 STATION RECOVERY (1934) FF1007 FF1007'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1007'RECOVERED IN GOOD CONDITION. FF1007 FF1007 STATION RECOVERY (2002) FF1007 FF1007'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1007'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1774 *********************************************************************** FF1774 DESIGNATION - SWIFTON FF1774 PID - FF1774 FF1774 STATE/COUNTY- AR/JACKSON FF1774 USGS QUAD - SWIFTON WEST (1980) FF1774 FF1774 *CURRENT SURVEY CONTROL FF1774 ___________________________________________________________________ FF1774* NAD 83(1997)- 35 49 35.25287(N) 091 07 58.81516(W) ADJUSTED FF1774* NAVD 88 - 76. (meters) 249. (feet) SCALED FF1774 ___________________________________________________________________ FF1774 LAPLACE CORR- 0.16 (seconds) DEFLEC99 FF1774 GEOID HEIGHT- -27.75 (meters) GEOID99 FF1774 FF1774 HORZ ORDER - SECOND FF1774 FF1774.The horizontal coordinates were established by classical geodetic methods FF1774.and adjusted by the National Geodetic Survey in September 1999. FF1774 FF1774.The orthometric height was scaled from a topographic map. FF1774 FF1774.The Laplace correction was computed from DEFLEC99 derived deflections. FF1774 FF1774.The geoid height was determined by GEOID99. FF1774 FF1774; North East Units Scale Converg. FF1774;SPC AR N - 165,995.743 478,337.113 MT 0.99994484 +0 30 16.2 FF1774;UTM 15 - 3,966,309.146 668,645.258 MT 0.99995047 +1 05 35.1 FF1774 FF1774: Primary Azimuth Mark Grid Az FF1774:SPC AR N - SWIFTON AZ MK 337 01 43.4 FF1774:UTM 15 - SWIFTON AZ MK 336 26 24.5 FF1774 FF1774|---------------------------------------------------------------------| FF1774| PID Reference Object Distance Geod. Az | FF1774| dddmmss.s | FF1774| CI3357 SWIFTON RM 1 27.060 METERS 02552 | FF1774| CI3358 SWIFTON RM 2 30.078 METERS 18629 | FF1774| CI3356 SWIFTON AZ MK 3373159.6 | FF1774|---------------------------------------------------------------------| FF1774 FF1774 SUPERSEDED SURVEY CONTROL FF1774 FF1774 NAD 83(1997)- 35 49 35.25954(N) 091 07 58.81415(W) AD( ) 2 FF1774 NAD 83(1986)- 35 49 35.26434(N) 091 07 58.81596(W) AD( ) 2 FF1774 NAD 27 - 35 49 34.99260(N) 091 07 58.36430(W) AD( ) 2 FF1774 FF1774.Superseded values are not recommended for survey control. FF1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1774.See file dsdata.txt to determine how the superseded data were derived. FF1774 FF1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6864566309(NAD 83) FF1774_MARKER: DS = TRIANGULATION STATION DISK FF1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1774 FF1774 HISTORY - Date Condition Report By FF1774 HISTORY - 1954 MONUMENTED CGS FF1774 HISTORY - 1961 GOOD CGS FF1774 HISTORY - 1968 GOOD CGS FF1774 HISTORY - 20020925 MARK NOT FOUND USACE FF1774 FF1774 STATION DESCRIPTION FF1774 FF1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1774'THE STATION IS LOCATED ON THE PROPERTY OF EULA MORGAN OF LITTLE FF1774'ROCK, IN SECTION 30, R 1 W, T 14 N, IN THE WEST EDGE OF SWIFTON. FF1774'IT IS ONE BLOCK WEST OF U.S. HIGHWAY 67, 0.05 MILE SOUTHWEST FF1774'OF THE CENTER OF A GRAVEL ROAD AND 5 FEET NORTH OF A 4 X 4 FF1774'INCH WHITE WITNESS POST. FF1774' FF1774'THE STATION MARK IS FLUSH WITH THE SURFACE OF THE GROUND AND FF1774'THE DISK IS STAMPED SWIFTON 1954. FF1774' FF1774'REFERENCE MARK 1 IS 50 FEET SOUTHWEST OF THE CENTER OF THE FF1774'GRAVEL ROAD. THE MARK PROJECTS 3 INCHES AND THE DISK IS FF1774'STAMPED SWIFTON NO 1 1954. FF1774' FF1774'REFERENCE MARK 2 IS 1 FOOT WEST OF A WIRE FENCE. THE MARK FF1774'PROJECTS 3 INCHES AND THE DISK IS STAMPED SWIFTON NO 2 1954. FF1774' FF1774'THE AZIMUTH MARK IS 21 FEET EAST OF THE CENTER OF A GRADED DIRT FF1774'ROAD AND 2 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST. THE FF1774'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED SWIFTON 1954. FF1774' FF1774'TO REACH THE AZIMUTH MARK FROM THE GRAVEL ROAD JUST NORTHEAST FF1774'OF THE STATION, GO NORTHWEST ON THE GRAVEL ROAD FOR 0.4 MILE FF1774'TO A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO FF1774'0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED. FF1774' FF1774'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FF1774 FF1774 STATION RECOVERY (1961) FF1774 FF1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH) FF1774'THE STATION WAS VISITED 6-8-61 AND THE STATION MARK, AZIMUTH FF1774'MARK, L-9-2 (USE) AND REFERENCE MARKS NO. 1 AND 2 WERE FOUND FF1774'IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS- FF1774' FF1774'THE STATION IS LOCATED AT THE WEST EDGE OF THE VILLAGE OF FF1774'SWIFTON, ON PROPERTY OWNED BY EULA MORGAN OF LITTLE ROCK, FF1774'IN THE NORTHCENTRAL PART OF SEC. 30, R 1 W., T 14 N, 1 BLOCK FF1774'WEST OF U.S. HIGHWAY 67 AND ABOUT 75 YARDS SOUTH OF A GRAVELED FF1774'ROAD LEADING WEST FOR ONE BLOCK THEN TURNING NORTH. IT IS 501 FF1774'FEET WEST-NORTHWEST OF THE WEST RAIL OF THE MAIN LINE OF FF1774'THE MISSOURI PACIFIC RAILROAD TRACK AT THE NORTH ROAD CROSSING FF1774'IN SWIFTON, 185 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FF1774'RED BRICK HOUSE, 7 FEET EAST OF A FENCE LINE, 55-1/2 FEET FF1774'SOUTHWEST OF A 6-INCH PECAN TREE AND 1 FOOT WEST OF A METAL FF1774'WITNESS POST. IT IS A STANDARD DISK, STAMPED SWIFTON 1954, FF1774'FLUSH WITH THE GROUND. FF1774' FF1774'REFERENCE MARK NO. 1 IS 88.78 FEET EAST-NORTHEAST OF THE FF1774'STATION, 8 FEET NORTHEAST OF A FENCE LINE, 56 FEET SOUTH FF1774'OF THE CENTER OF A GRAVELED ROAD FROM THE MIDDLE OF A CURVE, FF1774'25 FEET SOUTHEAST OF A 6-INCH TREE IN THE FENCE LINE, AND 1 FF1774'FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD DISK, FF1774'STAMPED SWIFTON NO 1 1954, PROJECTING 6 INCHES. FF1774' FF1774'REFERENCE MARK NO. 2 IS 98.68 FEET SOUTH OF THE STATION, FF1774'91.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RED BRICK FF1774'HOUSE, 18.5 FEET NORTH OF A 12-INCH HICKORY TREE, 42 FEET FF1774'EAST OF A FORKED TREE IN THE FENCE LINE AND 1 FOOT WEST OF FF1774'A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED SWIFTON FF1774'NO 2 1954, FLUSH WITH THE GROUND. FF1774' FF1774'THE AZIMUTH MARK IS ABOUT 0.4 MILE NORTHWEST OF THE STATION, FF1774'ON THE SOUTH SIDE OF A FIELD ROAD, 20.5 FEET SOUTH OF THE FIELD FF1774'ROAD, 77 FEET SOUTHWEST OF A T FENCE CORNER, 11 FEET EAST FF1774'OF A 12-INCH SWEET GUM TREE, 145 FEET EAST OF THE ENTRANCE FF1774'TO THE FIELD TO THE SOUTH OF THE MARK, 194 FEET EAST OF THE FF1774'CENTER OF A WOODEN BRIDGE OVER A DITCH, AND 1 FOOT SOUTH OF FF1774'A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED SWIFTON FF1774'1954, FLUSH WITH THE GROUND. FF1774' FF1774'L-9-2 (USE) IS 476.27 FEET EAST-SOUTHEAST OF THE STATION, IN FF1774'THE NORTHWEST ANGLE OF THE CROSSING OF THE MISSOURI PACIFIC FF1774'RAILROAD TRACKS IN SWIFTON, 29 FEET NORTHWEST OF THE ROAD FF1774'CROSSING, 16 FEET NORTH OF THE CENTER OF THE ROAD, 21.5 FEET FF1774'WEST OF THE WEST RAIL OF THE TRACK, 130 FEET SOUTH OF A MAIL FF1774'CRANE, 31 FEET NORTH OF A TELEGRAPH POLE, 30 FEET EAST OF FF1774'A POWER POLE AND 1 FOOT NORTH OF A METAL WITNESS POST. IT FF1774'IS A STANDARD U.S. ARMY ENGINEERS TRIANGULATION DISK, STAMPED FF1774'L-9-2 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST FLUSH FF1774'WITH THE GROUND. FF1774' FF1774'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVELED FF1774'ROAD FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO 0.1 FF1774'MILE TO MR. HULLETTS HOUSE ON THE RIGHT, CONTINUE WEST ON FF1774'FIELD ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT ON A SMALL FF1774'RIDGE BETWEEN THE FIELD ROAD AND THE FIELD TO THE SOUTH. FF1774 FF1774 STATION RECOVERY (1968) FF1774 FF1774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS) FF1774'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD FF1774'CONDITION. FF1774' FF1774'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FF1774' FF1774'THE STATION IS LOCATED ABOUT 0.1 OF A MILE WEST OF U.S. HIGHWAY FF1774'67 AND AT THE WEST EDGE OF SWIFTON ON THE PROPERTY OF EULA FF1774'MORGAN OF LITTLE ROCK. FF1774' FF1774'TO REACH THE STATION FROM THE POST OFFICE IN SWIFTON, GO FF1774'WESTERLY ON THE MAIN STREET FOR 0.1 OF A MILE TO U.S. HIGHWAY 67. FF1774'HERE CONTINUE WESTERLY ON A GRAVELED STREET FOR 0.1 OF A FF1774'MILE TO A T CROSSROAD, TURN RIGHT AND GO NORTHERLY ON A FF1774'GRADED ROAD FOR ABOUT 0.05 OF A MILE TO THE THE STATION ON THE FF1774'LEFT AS DESCRIBED. FF1774' FF1774'THE STATION IS 136 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE FF1774'CENTER OF THE INTERSECTION OF THE GRADED ROAD AND A GRAVELED FF1774'ROAD AT POINT OF CURVE, 102 FEET NORTH-NORTHEAST OF A 24-INCH, FF1774'TWIN TRUNKED, BLACK MAPLE TREE, 55 FEET WEST-SOUTHWEST AND FF1774'ACROSS THE GRADED ROAD FROM A 12-INCH ASH TREE, 13 FEET WEST FF1774'OF THE APPROXIMATE CENTER OF THE GRADED ROAD, AND 1.0 FOOT FF1774'WEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD FF1774'DISK SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE FF1774'MONUMENT AND THE DISK IS STAMPED SWIFTON 1954. FF1774' FF1774'REFERENCE MARK NO. 1 IS 54 FEET SOUTH OF A 24-INCH ELM TREE, FF1774'52 FEET WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE FF1774'INTERSECTION OF THE GRADED ROAD AND A GRAVELED ROAD AT POINT FF1774'OF CURVE, 19 FEET WEST OF THE APPROXIMATE CENTER OF THE FF1774'GRADED ROAD, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND FF1774'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, FF1774'ROUND, FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED FF1774'SWIFTON NO 1 1954. FF1774' FF1774'REFERENCE MARK NO. 2 IS ACROSS THE GRADED ROAD NORTH-NORTHEAST FF1774'OF THE STATION, 41 FEET EAST OF A 24-INCH, TWIN TRUNKED, FF1774'BLACK MAPLE TREE, 24 FEET EAST-SOUTHEAST OF THE APPROXIMATE FF1774'CENTER OF THE GRADED ROAD, 18 FEET NORTH-NORTHEAST OF A 16-INCH FF1774'PERSIMMON TREE, AND 0.9 OF A FOOT SOUTH-SOUTHWEST OF A METAL FF1774'WITNESS POST AND SIGN. IT IS A STANDARD DISK SET IN THE TOP FF1774'OF A 10-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 4 INCHES FF1774'AND THE DISK IS STAMPED SWIFTON NO 2 1954. FF1774' FF1774'DUE TO SHRUBBERY ON LINE BETWEEN THE REFERENCE MARKS, NO FF1774'EFFORT WAS MADE TO MEASURE BETWEEN THE MARKS. FF1774' FF1774'THE AZIMUTH MARK IS 39 FEET WEST OF A 10-INCH ELM TREE, 20 FF1774'FEET SOUTH OF THE APPROXIMATE CENTER OF A GRADED ROAD, 11 FF1774'FEET EAST OF A 16-INCH SWEET GUM TREE, 1.0 FOOT WEST OF A FF1774'METAL WITNESS POST, AND ON A RIDGE BETWEEN THE ROAD DITCH FF1774'AND THE NORTH END OF A CULTIVATED FIELD. IT IS A STANDARD FF1774'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FF1774'THAT PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED SWIFTON FF1774'1954. FF1774' FF1774'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHERLY FF1774'ON A GRAVELED ROAD FOR 0.35 OF A MILE TO A GRADED T ROAD LEFT, FF1774'TURN LEFT ON THE GRADED ROAD AND GO WESTERLY FOR 0.2 OF FF1774'A MILE TO THE MARK ON THE LEFT AS DESCRIBED. FF1774' FF1774'NOTE- THIS WAS NOT AN OCCUPIED STATION. FF1774 FF1774 STATION RECOVERY (2002) FF1774 FF1774'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1774'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0916 *********************************************************************** FF0916 DESIGNATION - TRAV STA 13 FF0916 PID - FF0916 FF0916 STATE/COUNTY- AR/JACKSON FF0916 USGS QUAD - AUVERGNE (1981) FF0916 FF0916 *CURRENT SURVEY CONTROL FF0916 ___________________________________________________________________ FF0916* NAD 83(1986)- 35 31 06. (N) 091 10 35. (W) SCALED FF0916* NAVD 88 - 67.014 (meters) 219.86 (feet) ADJUSTED FF0916 ___________________________________________________________________ FF0916 GEOID HEIGHT- -27.40 (meters) GEOID99 FF0916 DYNAMIC HT - 66.955 (meters) 219.67 (feet) COMP FF0916 MODELED GRAV- 979,760.3 (mgal) NAVD 88 FF0916 FF0916 VERT ORDER - SECOND CLASS 0 FF0916 FF0916.The horizontal coordinates were scaled from a topographic map and have FF0916.an estimated accuracy of +/- 6 seconds. FF0916 FF0916.The orthometric height was determined by differential leveling FF0916.and adjusted by the National Geodetic Survey in June 1991. FF0916 FF0916.The geoid height was determined by GEOID99. FF0916 FF0916.The dynamic height is computed by dividing the NAVD 88 FF0916.geopotential number by the normal gravity value computed on the FF0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0916.degrees latitude (g = 980.6199 gals.). FF0916 FF0916.The modeled gravity was interpolated from observed gravity values. FF0916 FF0916; North East Units Estimated Accuracy FF0916;SPC AR N - 131,780. 474,700. MT (+/- 180 meters Scaled) FF0916 FF0916 SUPERSEDED SURVEY CONTROL FF0916 FF0916 NGVD 29 - 66.951 (m) 219.66 (f) ADJUSTED 2 0 FF0916 FF0916.Superseded values are not recommended for survey control. FF0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0916.See file dsdata.txt to determine how the superseded data were derived. FF0916 FF0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV653320(NAD 83) FF0916_MARKER: DD = SURVEY DISK FF0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0916_STAMPING: 13 FF0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0916+STABILITY: SURFACE MOTION FF0916 FF0916 HISTORY - Date Condition Report By FF0916 HISTORY - UNK MONUMENTED DOD FF0916 HISTORY - 1932 GOOD CGS FF0916 HISTORY - 20020920 MARK NOT FOUND USACE FF0916 FF0916 STATION DESCRIPTION FF0916 FF0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 FF0916'3 MI N FROM BEEDEVILLE. FF0916'ABOUT 3 MILES NORTH ALONG STATE HIGHWAY 37 FROM BEEDEVILLE, JACKSON FF0916'COUNTY, THENCE ABOUT 6 MILES NORTHWEST ALONG STATE HIGHWAY 145, FF0916'600 FEET SOUTH OF A CABIN ON THE EAST SIDE OF THE HIGHWAY (THIS FF0916'CABIN WAS OWNED IN 1932 BY CHARLES RODGERS), 25 FEET WEST OF FF0916'THE CENTERLINE OF THE HIGHWAY, AND 8 FEET SOUTH OF THE FF0916'PROLONGATION OF A FENCE LINE. A CORPS OF ENGINEERS, U.S. ARMY, FF0916'STANDARD DISK, STAMPED 13 AND SET IN THE TOP OF A CONCRETE POST. FF0916 FF0916 STATION RECOVERY (2002) FF0916 FF0916'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0916'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1784 *********************************************************************** FF1784 DESIGNATION - TUCKERMAN FF1784 PID - FF1784 FF1784 STATE/COUNTY- AR/JACKSON FF1784 USGS QUAD - TUCKERMAN (1981) FF1784 FF1784 *CURRENT SURVEY CONTROL FF1784 ___________________________________________________________________ FF1784* NAD 83(1997)- 35 44 29.09355(N) 091 11 27.98226(W) ADJUSTED FF1784* NAVD 88 - 73.9 (meters) 242. (feet) VERTCON FF1784 ___________________________________________________________________ FF1784 X - -107,737.048 (meters) COMP FF1784 Y - -5,181,728.524 (meters) COMP FF1784 Z - 3,704,968.596 (meters) COMP FF1784 LAPLACE CORR- 0.24 (seconds) DEFLEC99 FF1784 ELLIP HEIGHT- 46.21 (meters) GPS OBS FF1784 GEOID HEIGHT- -27.62 (meters) GEOID99 FF1784 FF1784 HORZ ORDER - FIRST FF1784 ELLP ORDER - FOURTH CLASS II FF1784 FF1784.The horizontal coordinates were established by GPS observations FF1784.and adjusted by the National Geodetic Survey in September 1999. FF1784 FF1784.The NAVD 88 height was computed by applying the VERTCON shift value to FF1784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1784 FF1784.The X, Y, and Z were computed from the position and the ellipsoidal ht. FF1784 FF1784.The Laplace correction was computed from DEFLEC99 derived deflections. FF1784 FF1784.The ellipsoidal height was determined by GPS observations FF1784.and is referenced to NAD 83. FF1784 FF1784.The geoid height was determined by GEOID99. FF1784 FF1784; North East Units Scale Converg. FF1784;SPC AR N - 156,515.846 473,164.965 MT 0.99993968 +0 28 14.5 FF1784;UTM 15 - 3,956,776.746 663,570.571 MT 0.99992970 +1 03 24.7 FF1784 FF1784: Primary Azimuth Mark Grid Az FF1784:SPC AR N - TUCKERMAN AZ MK 035 09 56.3 FF1784:UTM 15 - TUCKERMAN AZ MK 034 34 46.1 FF1784 FF1784|---------------------------------------------------------------------| FF1784| PID Reference Object Distance Geod. Az | FF1784| dddmmss.s | FF1784| CI3447 TUCKERMAN AZ MK 0353810.8 | FF1784| CI3448 TUCKERMAN RM 1 25.457 METERS 06042 | FF1784| FF1781 TUCKERMAN MUNICIPAL TANK APPROX. 1.7 KM 2080553.2 | FF1784| CI3449 TUCKERMAN RM 2 30.657 METERS 25608 | FF1784| CI3450 TUCKERMAN RM 3 30.617 METERS 25611 | FF1784|---------------------------------------------------------------------| FF1784 FF1784 SUPERSEDED SURVEY CONTROL FF1784 FF1784 ELLIP HT - 46.25 (m) GP( ) 4 1 FF1784 NAD 83(1997)- 35 44 29.09644(N) 091 11 27.98240(W) AD( ) 1 FF1784 NAD 83(1986)- 35 44 29.10515(N) 091 11 27.98407(W) AD( ) 1 FF1784 NAD 27 - 35 44 28.82850(N) 091 11 27.52800(W) AD( ) 2 FF1784 NGVD 29 - 73.8 (m) 242. (f) GPS OBS FF1784 FF1784.Superseded values are not recommended for survey control. FF1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1784.See file dsdata.txt to determine how the superseded data were derived. FF1784 FF1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6357156777(NAD 83) FF1784_MARKER: DS = TRIANGULATION STATION DISK FF1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1784_STAMPING: TUCKERMAN 1954 FF1784_MARK LOGO: CGS FF1784_MAGNETIC: N = NO MAGNETIC MATERIAL FF1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1784+STABILITY: SURFACE MOTION FF1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1784+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1990 FF1784 FF1784 HISTORY - Date Condition Report By FF1784 HISTORY - 1954 MONUMENTED CGS FF1784 HISTORY - 1954 GOOD CGS FF1784 HISTORY - 1961 GOOD CGS FF1784 HISTORY - 1968 GOOD CGS FF1784 HISTORY - 19900319 GOOD NGS FF1784 HISTORY - 20020926 MARK NOT FOUND USACE FF1784 FF1784 STATION DESCRIPTION FF1784 FF1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1784'THE STATION IS ABOUT 0.8 MILE NORTHEAST OF TUCKERMAN, IN FF1784'SECTION 22, T 13 N, R 2 W. IT IS ABOUT 200 YARDS NORTHEAST FF1784'OF A TOURIST COURT, 100 YARDS WEST OF THE RAILROAD TRACKS, FF1784'66 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 67 AND 15 FEET FF1784'SOUTH OF A 4 X 4 INCH WHITE WITNESS POST. THE PROPERTY FF1784'IS OWNED BY MRS. STEVE GRAHAM. FF1784' FF1784'TO REACH THE STATION FROM THE TRAFFICE LIGHT IN TUCKERMAN, FF1784'GO NORTHEAST ON HIGHWAY 67 FOR 0.85 MILE TO THE STATION FF1784'ON THE RIGHT, CONTINUE NORTH ON THE HIGHWAY 0.25 MILE TO FF1784'THE AZIMUTH MARK ON THE RIGHT. FF1784' FF1784'THE STATION MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED FF1784'TUCKERMAN 1954. FF1784' FF1784'REFERENCE MARK 1 IS 61 FEET SOUTH OF THE CENTER OF THE HIGHWAY. FF1784'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN FF1784'NO 1 1954. FF1784' FF1784'REFERENCE MARK 2 IS 49 FEET SOUTH OF THE CENTER OF THE HIGHWAY FF1784'AND 7 FEET EAST OF A CONCRETE RIGHT-OF-WAY POST. THE MARK FF1784'PROJECTS 3 INCHES AND THE DISK IS STAMPED TUCKERMAN NO 2 1954. FF1784' FF1784'THE AZIMUTH MARK IS 35 FEET EAST OF THE CENTER OF THE HIGHWAY, FF1784'31.3 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND FF1784'3 FEET SOUTH OF A 4 X 4 INCH WHITE WITNESS POST. THE MARK FF1784'PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN 1954. FF1784' FF1784'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1784 FF1784 STATION RECOVERY (1954) FF1784 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 FF1784'RECOVERED IN GOOD CONDITION. FF1784 FF1784 STATION RECOVERY (1961) FF1784 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (AKH) FF1784'THE STATION WAS VISITED 6-8-61 AND THE STATION MARK, AZIMUTH FF1784'MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD FF1784'CONDITION. A NEW DESCRIPTION FOLLOWS- FF1784' FF1784'THE STATION IS LOCATED ABOUT 0.8 MILES NORTHEAST OF TUCKERMAN, FF1784'BETWEEN THE MISSOURI PACIFIC RAILROAD TRACKS AND U.S. HIGHWAY FF1784'67, ABOUT 100 YARDS SOUTHWEST OF WHERE THE HIGHWAY BEGANS FF1784'TO PARALLEL THE TRACKS, 225 FEET WEST OF THE WEST RAIL OF THE FF1784'MAIN TRACK OPPOSITE MILEPOST 251, 190 FEET NORTHEAST OF THE FF1784'NORTHEAST CORNER OF A ROCK HOUSE WHICH IS THE OFFICE TO A FF1784'TOURIST COURT, 65 FEET SOUTHEAST OF THE CENTERLINE OF U.S. FF1784'HIGHWAY 67, 88.5 FEET NORTHEAST OF AN 18-INCH PECAN TREE, FF1784'34 FEET SOUTHEAST OF A TELEPHONE POLE, AND 1 FOOT SOUTHEAST FF1784'OF A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED FF1784'TUCKERMAN 1954, FLUSH WITH THE GROUND. FF1784' FF1784'REFERENCE MARK NO. 1 IS 83.67 FEET NORTHEAST OF THE STATION, FF1784'59 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 67, 142 FF1784'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK AND 1 FOOT FF1784'SOUTHEAST OF A METAL WITNESS POST. IT IS A STANDARD DISK, FF1784'STAMPED TUCKERMAN NO 1 1954, PROJECTING 3 INCHES. FF1784' FF1784'REFERENCE MARK NO. 2 IS 100.58 FEET WEST OF THE STATION, FF1784'49 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 119 FEET FF1784'NORTH OF THE NORTHWEST CORNER OF THE ROCK HOUSE, 90 FEET FF1784'NORTH OF A 2 FOOT CONTTONWOOD TREE, AND 1 FOOT SOUTHEAST OF FF1784'A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED TUCKERMAN FF1784'NO 2 1961, PROJECTING 3 INCHES. FF1784' FF1784'THE AZIMUTH MARK IS 0.25 MILE NORTHEAST OF THE STATION, 39 FF1784'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45.3 FEET WEST FF1784'OF THE WEST RAIL OF THE MAIN TRACK, 4 FEET SOUTH OF POLE FF1784'NO. 4, 66.8 FEET NORTHWEST OF A SWITCH STAND, 40.5 FEET FF1784'NORTHWEST OF A SWITCH BOX AND 1 FOOT EAST OF A METAL WITNESS FF1784'POST. IT IS A STANDARD DISK, STAMPED TUCKERMAN 1954 PROJECTING FF1784'6 INCHES. FF1784' FF1784'TO REWCH THE STATION FROM THE STOP LIGHT AT TUCKERMAN GO FF1784'NORTHEAST ON U.S. HIGHWAY 67 FOR 0.85 MILE TO THE STATION FF1784'ON THE RIGHT, CONTINUE NORTH FOR 0.25 MILE TO THE AZIMUTH FF1784'MARK ON THE RIGHT. FF1784 FF1784 STATION RECOVERY (1968) FF1784 FF1784'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS) FF1784'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE FF1784'RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK NO. 2 FF1784'HAD BEEN STRUCK, WAS LEANING BADLY, AND TURNED IN THE GROUND. FF1784'THE CONCRETE MONUMENT WAS DUG AROUND UNTIL FREE, REPLUMBED FF1784'AND THE ARROW POINTED TOWARD THE STATION. THE VOID AROUND FF1784'THE MARK THAT WAS LEFT BY DIGGING WAS FILLED WITH CONCRETE FF1784'TO FIRM THE MONUMENT, AND THE DISK WAS ALTERED TO READ FF1784'TUCKERMAN 1954 NO 3 1968. THE STATION WAS THEN OCCUPIED AND FF1784'THE HORIZONTAL ANGLES FOR THE REFERENCE MARKS OBSERVED. WHEN FF1784'THE HORIZONTAL DISTANCE MEASUREMENT WAS CHECKED BETWEEN THE FF1784'STATION AND REFERENCE MARK NO. 1, A DISCREPANCY OF - FF1784'0.15 OF A FOOT WAS NOTED, HOWEVER, THE OBSERVED ANGLE FF1784'BETWEEN THE AZIMUTH MARK AND THIS MARK CHECKED THE FF1784'1954 OBSERVATIONS WELL WITHIN THE REQUIRED LIMITS. FF1784' FF1784'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FF1784' FF1784'THE STATION IS LOCATED IN A TRIANGULAR SHAPED, GRASSY AREA FF1784'BETWEEN U.S. HIGHWAY 67, THE MISSOURI PACIFIC RAILROAD TRACKS FF1784'AND A GRAVELED ROAD, ABOUT 0.8 OF A MILE NORTHEAST OF DOWNTOWN FF1784'TUCKERMAN, AND IS ON THE PROPERTY OF MRS. STEVE GRAHAM. FF1784' FF1784'TO REACH THE STATION FROM THE POST OFFICE IN TUCKERMAN, GO FF1784'WEST ON THE MAIN STREET FOR ABOUT 0.05 OF A MILE TO U.S. FF1784'HIGHWAY 67. HERE TURN RIGHT AND GO NORTH AND NORTHEASTERLY FF1784'ON U.S. HIGHWAY 67 FOR 0.85 OF A MILE TO THE STATION ON FF1784'THE RIGHT AS DESCRIBED. FF1784' FF1784'THE STATION IS ABOUT 200 YARDS NORTHEAST OF A MOTEL ENTRANCE, FF1784'100 YARDS WEST OF THE MISSOURI PACIFIC RAILROAD TRACKS, FF1784'88 FEET NORTH-NORTHEAST OF A 20-INCH MOCKERNUT HICKORY TREE, FF1784'66 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY FF1784'67, 34 FEET EAST OF A TELEPHONE POLE, AND 1.0 FOOT SOUTHEAST FF1784'OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD DISK FF1784'SET IN THE TOP OF A 10-INCH, ROUND, FLUSH, CONCRETE MONUMENT FF1784'AND THE DISK IS STAMPED TUCKERMAN 1954. FF1784' FF1784'REFERENCE MARK NO. 1 IS 66 FEET EAST OF A 16-INCH ELM TREE, FF1784'59 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF U.S. HIGHWAY FF1784'67 AND 1.0 FOOT NORTHWEST OF METAL WITNESS POST AND SIGN. FF1784'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, ROUND, FF1784'FLUSH, CONCRETE MONUMENT AND THE DISK IS STAMPED TUCKERMAN FF1784'NO 1 1954. FF1784' FF1784'REFERENCE MARK NO. 3 IS 105 FEET NORTHEAST OF A TELEPHONE FF1784'POLE, 90 FEET NORTH OF A 36-INCH COTTONWOOD TREE, 79 FEET FF1784'NORTHWEST OF A 20-INCH MOCKERNUT HICKORY TREE, 49 FEET SOUTHEAST FF1784'OF THE APPROXIMATE CENTER OF U.S. HIGHWAY 67, AND 1.0 FOOT FF1784'NORTHWEST OF A METAL WITNESS POST AND SIGN. IT IS A STANDARD FF1784'DISK SET IN THE TOP OF A 10-INCH, ROUND, CONCRETE MONUMENT FF1784'THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED TUCKERMAN FF1784'1954 NO 3 1968. FF1784' FF1784'DUE TO EQUIPMENT OF THE ARKANSAS STATE HIGHWAY DEPARTMENT FF1784'BEING ON LINE, THE REFERENCE MARKS COULD NOT BE MEASURED FF1784'BETWEEN. FF1784' FF1784'THE AZIMUTH MARK IS ABOUT 0.25 OF A MILE NORTHEAST OF THE STATION, FF1784'41 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD FF1784'BLOCK SIGNAL FOOTING, 39 FEET EAST OF THE APPROXIMATE CENTER FF1784'OF U.S. HIGHWAY 67, 31 FEET WEST OF THE WEST RAIL OF THE FF1784'MISSOURI PACIFIC RAILROAD TRACK, 4 FEET SOUTH OF TELEPHONE FF1784'POLE NO. 4, AND 1.0 FOOT EAST OF A METAL WITNESS POST AND FF1784'SIGN. IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH, FF1784'ROUND, CONCRETE MONUMENT THAT PROJECTS 1 INCH AND THE DISK FF1784'IS STAMPED TUCKERMAN 1954. FF1784' FF1784'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NORTHEASTERLY FF1784'ON U.S. HIGHWAY 67 FOR 0.3 OF A MILE TO THE AZIMUTH MARK ON THE FF1784'RIGHT AS DESCRIBED. FF1784' FF1784'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT FF1784'0.8 MILE NORTHEAST OF TUCKERMAN. FF1784 FF1784 STATION RECOVERY (1990) FF1784 FF1784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 FF1784'STATION MARK WAS RECOVERED IN GOOD CONDITION. OTHER MARKS NOT FF1784'SEARCHED FOR. STATION IS LOCATED ABOUT 14.7 KM (9.1 MI) NORTHWEST OF FF1784'GRUBBS, 11.9 KM (7.4 MI) SOUTHWEST OF SWIFTON, AND 1.3 KM (0.8 MI) FF1784'NORTHEAST OF TUCKERMAN. OWNERSHIP--ARKANSAS HIGHWAY AND FF1784'TRANSPORTATION DEPARTMENT. FF1784'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 67 AND STATE HIGHWAY 37 AT FF1784'THE NORTH EDGE OF TUCKERMAN. GO NORTHEAST ON U.S.HIGHWAY 67 FOR 1.29 FF1784'KM (0.80 MI) TO THE STATION ON THE RIGHT. JUST PAST THE TUCKERMAN FF1784'MOTEL. FF1784'STATION IS A STANDARD CGS STATION MARK DISK STAMPED---TUCKERMAN FF1784'1954---. SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST THAT IS FF1784'FLUSH WITH THE GROUND. IT IS 51.5 M (169.0 FT) WEST-NORTHWEST OF THE FF1784'APPROXIMATE CENTER OF A GRAVEL ROAD LEADING PARALLEL WITH THE FF1784'MISSOURI PACIFIC RAILROAD TRACKS, 64.8 M (212.6 FT) NORTH OF THE FF1784'NORTHWEST CORNER OF THE TUCKERMAN MOTEL OFFICE, 19.9 M (65.3 FT) FF1784'SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY 67, AND 0.3 M (1.0 FT) EAST FF1784'OF A METAL WITNESS POST. FF1784'DESCRIBED BY R.D.BALL FF1784 FF1784 STATION RECOVERY (2002) FF1784 FF1784'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1784'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0943 *********************************************************************** FF0943 DESIGNATION - Y 8 FF0943 PID - FF0943 FF0943 STATE/COUNTY- AR/JACKSON FF0943 USGS QUAD - OLYPHANT (1962) FF0943 FF0943 *CURRENT SURVEY CONTROL FF0943 ___________________________________________________________________ FF0943* NAD 83(1986)- 35 30 50. (N) 091 23 01. (W) SCALED FF0943* NAVD 88 - 68.706 (meters) 225.41 (feet) ADJUSTED FF0943 ___________________________________________________________________ FF0943 GEOID HEIGHT- -27.26 (meters) GEOID99 FF0943 DYNAMIC HT - 68.647 (meters) 225.22 (feet) COMP FF0943 MODELED GRAV- 979,773.5 (mgal) NAVD 88 FF0943 FF0943 VERT ORDER - FIRST CLASS II FF0943 FF0943.The horizontal coordinates were scaled from a topographic map and have FF0943.an estimated accuracy of +/- 6 seconds. FF0943 FF0943.The orthometric height was determined by differential leveling FF0943.and adjusted by the National Geodetic Survey in June 1991. FF0943 FF0943.The geoid height was determined by GEOID99. FF0943 FF0943.The dynamic height is computed by dividing the NAVD 88 FF0943.geopotential number by the normal gravity value computed on the FF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0943.degrees latitude (g = 980.6199 gals.). FF0943 FF0943.The modeled gravity was interpolated from observed gravity values. FF0943 FF0943; North East Units Estimated Accuracy FF0943;SPC AR N - 131,150. 455,910. MT (+/- 180 meters Scaled) FF0943 FF0943 SUPERSEDED SURVEY CONTROL FF0943 FF0943 NGVD 29 - 68.650 (m) 225.23 (f) ADJUSTED 1 2 FF0943 FF0943.Superseded values are not recommended for survey control. FF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0943.See file dsdata.txt to determine how the superseded data were derived. FF0943 FF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV465312(NAD 83) FF0943_MARKER: DB = BENCH MARK DISK FF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0943_STAMPING: 225.229 Y 8 1931 FF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0943+STABILITY: SURFACE MOTION FF0943 FF0943 HISTORY - Date Condition Report By FF0943 HISTORY - 1931 MONUMENTED CGS FF0943 HISTORY - 1961 GOOD CGS FF0943 HISTORY - 20020927 MARK NOT FOUND USACE FF0943 FF0943 STATION DESCRIPTION FF0943 FF0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 FF0943'0.7 MI S FROM OLYPHANT. FF0943'0.7 MILE SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE FF0943'GRAVELED ROAD CROSSING AT OLYPHANT, JACKSON COUNTY, 178 FEET FF0943'SOUTH, 56 FEET EAST OF A ROAD CROSSING, 22 FEET EAST OF A ROAD FF0943'PARALLELING THE TRACKS, 6 FEET SOUTH OF A POLE PAINTED BM 225.2. FF0943'A STANDARD DISK, STAMPED 225.229 Y 8 1931 AND SET IN THE TOP OF FF0943'A CONCRETE POST. FF0943 FF0943 STATION RECOVERY (2002) FF0943 FF0943'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0943'MARK NOT FOUND.