1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1772 *********************************************************************** FF1772 DESIGNATION - ALICIA FF1772 PID - FF1772 FF1772 STATE/COUNTY- AR/LAWRENCE FF1772 USGS QUAD - ALICIA (1980) FF1772 FF1772 *CURRENT SURVEY CONTROL FF1772 ___________________________________________________________________ FF1772* NAD 83(1997)- 35 54 59.85494(N) 091 04 10.28256(W) ADJUSTED FF1772* NAVD 88 - 76. (meters) 249. (feet) SCALED FF1772 ___________________________________________________________________ FF1772 LAPLACE CORR- 0.90 (seconds) DEFLEC99 FF1772 GEOID HEIGHT- -27.87 (meters) GEOID99 FF1772 FF1772 HORZ ORDER - SECOND FF1772 FF1772.The horizontal coordinates were established by classical geodetic methods FF1772.and adjusted by the National Geodetic Survey in September 1999. FF1772 FF1772.The orthometric height was scaled from a topographic map. FF1772 FF1772.The Laplace correction was computed from DEFLEC99 derived deflections. FF1772 FF1772.The geoid height was determined by GEOID99. FF1772 FF1772; North East Units Scale Converg. FF1772;SPC AR N - 176,051.789 483,978.240 MT 0.99995271 +0 32 29.2 FF1772;UTM 15 - 3,976,422.875 674,182.628 MT 0.99997386 +1 07 57.8 FF1772 FF1772: Primary Azimuth Mark Grid Az FF1772:SPC AR N - SWIFTON 209 17 28.3 FF1772:UTM 15 - SWIFTON 208 41 59.7 FF1772 FF1772|---------------------------------------------------------------------| FF1772| PID Reference Object Distance Geod. Az | FF1772| dddmmss.s | FF1772| CI0034 ALICIA AZ MK 0321057.5 | FF1772| FF1774 SWIFTON APPROX.11.5 KM 2094957.5 | FF1772| CI0035 ALICIA RM 1 26.380 METERS 23750 | FF1772| CI0036 ALICIA RM 2 27.328 METERS 34718 | FF1772|---------------------------------------------------------------------| FF1772 FF1772 SUPERSEDED SURVEY CONTROL FF1772 FF1772 NAD 83(1997)- 35 54 59.86370(N) 091 04 10.28177(W) AD( ) 2 FF1772 NAD 83(1986)- 35 54 59.86612(N) 091 04 10.28248(W) AD( ) 2 FF1772 NAD 27 - 35 54 59.60140(N) 091 04 09.83680(W) AD( ) 2 FF1772 FF1772.Superseded values are not recommended for survey control. FF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1772.See file dsdata.txt to determine how the superseded data were derived. FF1772 FF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV7418376423(NAD 83) FF1772_MARKER: DS = TRIANGULATION STATION DISK FF1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1772+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002 FF1772 FF1772 HISTORY - Date Condition Report By FF1772 HISTORY - 1954 MONUMENTED CGS FF1772 HISTORY - 1975 GOOD USGS FF1772 HISTORY - 20020926 GOOD USACE FF1772 FF1772 STATION DESCRIPTION FF1772 FF1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1772'THE STATION IS ABOUT 7 MILES SOUTHWEST OF MINTURN, 2 MILES FF1772'NORTHEAST OF ALICIA, 130 FEET WEST OF U.S. HIGHWAY 67, 100 FF1772'FEET NORTHWEST OF THE CENTERLINE OF A CONCRETE ROAD (OLD FF1772'U.S. HIGHWAY 67), 59 FEET WEST OF A FENCE CORNER, 16 FEET FF1772'SOUTHWEST OF A DRIVEWAY TO A FARMHOUSE, AND 9.5 FEET SOUTHWEST FF1772'OF A 4 IN X 4 IN WITNESS POST. FF1772' FF1772'TO REACH THE STATION FROM THE RAILWAY DEPOT IN ALICIA GO FF1772'NORTH ON U.S. HIGHWAY 67 FOR 1.8 MILES TO THE STATION ON THE FF1772'LEFT, CONTINUE NORTH ON THE HIGHWAY FOR 0.55 MILE TO THE FF1772'AZIMUTH MARK ON THE LEFT. FF1772' FF1772'THE STATION MARK PROJECTS 5 INCHES AND THE DISK IS STAMPED FF1772'ALICIA 1954. FF1772' FF1772'REFERENCE MARK NO. 1 IS 95 FEET NORTHWEST OF THE CENTERLINE FF1772'OF THE CONCRETE ROAD, 12 FEET NORTHWEST OF AN EMBANKMENT. FF1772'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED ALICIA FF1772'NO 1 1954. FF1772' FF1772'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE DRIVEWAY AND FF1772'1 FOOT SOUTHWEST OF A WIRE FENCE. THE MARK PROJECTS 4 INCHES FF1772'AND THE DISK IS STAMPED ALICIA NO 2 1954. FF1772' FF1772'THE AZIMUTH MARK IS 67 FEET WEST OF THE HIGHWAY, 8 FEET FF1772'SOUTHWEST OF A 4 IN X 4 IN WITNESS POST AND 7 FEET SOUTHWEST FF1772'OF A FENCE CORNER. THE MARK PROJECTS 4 INCHES AND THE DISK FF1772'IS STAMPED ALICIA 1954. FF1772' FF1772'HEIGHT OF LIGHT ABOVE STATION MARK 38 METERS. FF1772 FF1772 STATION RECOVERY (1975) FF1772 FF1772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (GLD) FF1772'STA. MK, RM 2 = OK FF1772' FF1772'RM 1 LEANING FF1772' FF1772'AZ MK. IS LEANING AND NOT GOOD FOR AZIMUTH. FF1772 FF1772 STATION RECOVERY (2002) FF1772 FF1772'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1772'HWY. 67 HAS BEEN RELOCATED TO EAST OF MARK AND OLD HWY. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0936 *********************************************************************** FF0936 DESIGNATION - F 44 FF0936 PID - FF0936 FF0936 STATE/COUNTY- AR/LAWRENCE FF0936 USGS QUAD - STRAWBERRY (1980) FF0936 FF0936 *CURRENT SURVEY CONTROL FF0936 ___________________________________________________________________ FF0936* NAD 83(1986)- 35 54 43. (N) 091 17 23. (W) SCALED FF0936* NAVD 88 - 82.401 (meters) 270.34 (feet) ADJUSTED FF0936 ___________________________________________________________________ FF0936 GEOID HEIGHT- -27.92 (meters) GEOID99 FF0936 DYNAMIC HT - 82.331 (meters) 270.11 (feet) COMP FF0936 MODELED GRAV- 979,780.0 (mgal) NAVD 88 FF0936 FF0936 VERT ORDER - SECOND CLASS 0 FF0936 FF0936.The horizontal coordinates were scaled from a topographic map and have FF0936.an estimated accuracy of +/- 6 seconds. FF0936 FF0936.The orthometric height was determined by differential leveling FF0936.and adjusted by the National Geodetic Survey in June 1991. FF0936 FF0936.The geoid height was determined by GEOID99. FF0936 FF0936.The dynamic height is computed by dividing the NAVD 88 FF0936.geopotential number by the normal gravity value computed on the FF0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0936.degrees latitude (g = 980.6199 gals.). FF0936 FF0936.The modeled gravity was interpolated from observed gravity values. FF0936 FF0936; North East Units Estimated Accuracy FF0936;SPC AR N - 175,370. 464,110. MT (+/- 180 meters Scaled) FF0936 FF0936 SUPERSEDED SURVEY CONTROL FF0936 FF0936 NGVD 29 - 82.315 (m) 270.06 (f) ADJUSTED 2 0 FF0936 FF0936.Superseded values are not recommended for survey control. FF0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0936.See file dsdata.txt to determine how the superseded data were derived. FF0936 FF0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543755(NAD 83) FF0936_MARKER: DB = BENCH MARK DISK FF0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0936_STAMPING: F 44 1935 FF0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0936+STABILITY: SURFACE MOTION FF0936 FF0936 HISTORY - Date Condition Report By FF0936 HISTORY - 1935 MONUMENTED CGS FF0936 HISTORY - 20020925 MARK NOT FOUND USACE FF0936 FF0936 STATION DESCRIPTION FF0936 FF0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF0936'1.4 MI S FROM SAFFELL. FF0936'1.4 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT FF0936'SAFFELL, 87.3 FEET SOUTH OF THE SOUTHWEST CORNER OF A FF0936'CORRUGATED-IRON BUILDING EAST OF THE HIGHWAY, 69 FEET SOUTHEAST FF0936'OF THE GASOLINE PUMP AT THE BROWN AND SULLIVAN STORE, 40 FEET FF0936'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTH OF A FF0936'FENCE CORNER, 1 FOOT WEST OF THE PROPERTY-LINE FENCE, AND ABOUT FF0936'2.5 FEET HIGHER THAN THE HIGHWAY. A STANDARD DISK, STAMPED F 44 FF0936'1935 AND SET IN THE TOP OF A CONCRETE POST. FF0936 FF0936 STATION RECOVERY (2002) FF0936 FF0936'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0936'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0938 *********************************************************************** FF0938 DESIGNATION - G 44 FF0938 PID - FF0938 FF0938 STATE/COUNTY- AR/LAWRENCE FF0938 USGS QUAD - STRAWBERRY (1980) FF0938 FF0938 *CURRENT SURVEY CONTROL FF0938 ___________________________________________________________________ FF0938* NAD 83(1986)- 35 56 57. (N) 091 18 14. (W) SCALED FF0938* NAVD 88 - 97.087 (meters) 318.53 (feet) ADJUSTED FF0938 ___________________________________________________________________ FF0938 GEOID HEIGHT- -27.97 (meters) GEOID99 FF0938 DYNAMIC HT - 97.004 (meters) 318.25 (feet) COMP FF0938 MODELED GRAV- 979,779.0 (mgal) NAVD 88 FF0938 FF0938 VERT ORDER - SECOND CLASS 0 FF0938 FF0938.The horizontal coordinates were scaled from a topographic map and have FF0938.an estimated accuracy of +/- 6 seconds. FF0938 FF0938.The orthometric height was determined by differential leveling FF0938.and adjusted by the National Geodetic Survey in June 1991. FF0938 FF0938.The geoid height was determined by GEOID99. FF0938 FF0938.The dynamic height is computed by dividing the NAVD 88 FF0938.geopotential number by the normal gravity value computed on the FF0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0938.degrees latitude (g = 980.6199 gals.). FF0938 FF0938.The modeled gravity was interpolated from observed gravity values. FF0938 FF0938; North East Units Estimated Accuracy FF0938;SPC AR N - 179,490. 462,800. MT (+/- 180 meters Scaled) FF0938 FF0938 SUPERSEDED SURVEY CONTROL FF0938 FF0938 NGVD 29 - 96.999 (m) 318.24 (f) ADJUSTED 2 0 FF0938 FF0938.Superseded values are not recommended for survey control. FF0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0938.See file dsdata.txt to determine how the superseded data were derived. FF0938 FF0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV529796(NAD 83) FF0938_MARKER: DB = BENCH MARK DISK FF0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0938_STAMPING: G 44 1935 FF0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0938+STABILITY: SURFACE MOTION FF0938 FF0938 HISTORY - Date Condition Report By FF0938 HISTORY - 1935 MONUMENTED CGS FF0938 HISTORY - 20020925 MARK NOT FOUND USACE FF0938 FF0938 STATION DESCRIPTION FF0938 FF0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 FF0938'1.4 MI N FROM SAFFELL. FF0938'1.4 MILES NORTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT FF0938'SAFFELL, AT THE JUNCTION WITH THE ROAD LEADING EAST TO THE FF0938'E.T. SMITH FARMHOUSE, 95 FEET NORTH OF THE CENTERLINE OF THE FF0938'GATE TO THE FARMHOUSE, 40 FEET EAST OF THE CENTERLINE OF THE FF0938'HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 13.5 FF0938'FEET NORTH OF THE FENCE CORNER, AND 1 FOOT SOUTH OF THE FF0938'PROPERTY-LINE FENCE. A STANDARD DISK, STAMPED G 44 1935 AND FF0938'SET IN THE TOP OF A CONCRETE POST. NOTE-- THE ROAD JUNCTION FF0938'MENTIONED IN THE OLD DESCRIPTION WAS LOCATED. FF0938 FF0938 STATION RECOVERY (2002) FF0938 FF0938'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0938'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0939 *********************************************************************** FF0939 DESIGNATION - H 44 FF0939 PID - FF0939 FF0939 STATE/COUNTY- AR/LAWRENCE FF0939 USGS QUAD - STRAWBERRY (1980) FF0939 FF0939 *CURRENT SURVEY CONTROL FF0939 ___________________________________________________________________ FF0939* NAD 83(1986)- 35 57 55. (N) 091 19 19. (W) SCALED FF0939* NAVD 88 - 99.762 (meters) 327.30 (feet) ADJUSTED FF0939 ___________________________________________________________________ FF0939 GEOID HEIGHT- -27.99 (meters) GEOID99 FF0939 DYNAMIC HT - 99.677 (meters) 327.02 (feet) COMP FF0939 MODELED GRAV- 979,778.8 (mgal) NAVD 88 FF0939 FF0939 VERT ORDER - SECOND CLASS 0 FF0939 FF0939.The horizontal coordinates were scaled from a topographic map and have FF0939.an estimated accuracy of +/- 6 seconds. FF0939 FF0939.The orthometric height was determined by differential leveling FF0939.and adjusted by the National Geodetic Survey in June 1991. FF0939 FF0939.The geoid height was determined by GEOID99. FF0939 FF0939.The dynamic height is computed by dividing the NAVD 88 FF0939.geopotential number by the normal gravity value computed on the FF0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0939.degrees latitude (g = 980.6199 gals.). FF0939 FF0939.The modeled gravity was interpolated from observed gravity values. FF0939 FF0939; North East Units Estimated Accuracy FF0939;SPC AR N - 181,260. 461,160. MT (+/- 180 meters Scaled) FF0939 FF0939 SUPERSEDED SURVEY CONTROL FF0939 FF0939 NGVD 29 - 99.672 (m) 327.01 (f) ADJUSTED 2 0 FF0939 FF0939.Superseded values are not recommended for survey control. FF0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0939.See file dsdata.txt to determine how the superseded data were derived. FF0939 FF0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV513813(NAD 83) FF0939_MARKER: DB = BENCH MARK DISK FF0939_SETTING: 36 = BUILDING FF0939_STAMPING: H 44 1935 327.007 FF0939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FF0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0939+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 FF0939 FF0939 HISTORY - Date Condition Report By FF0939 HISTORY - 1935 MONUMENTED CGS FF0939 HISTORY - 1949 GOOD CGS FF0939 HISTORY - 1967 GOOD CGS FF0939 HISTORY - 20020925 GOOD USACE FF0939 FF0939 STATION DESCRIPTION FF0939 FF0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0939'AT STRAWBERRY. FF0939'AT STRAWBERRY, ABOUT 0.15 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FF0939'FROM THE POST OFFICE, IN THE EAST FACE OF THE PUBLIC SCHOOL FF0939'BUILDING, 29 FEET NORTHWEST OF THE SOUTH ENTRANCE, AND ABOUT 4 FF0939'FEET ABOVE GROUND. A STANDARD DISK, STAMPED H 44 1935 AND SET FF0939'VERTICALLY. FF0939 FF0939 STATION RECOVERY (1967) FF0939 FF0939'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 FF0939'RECOVERED IN GOOD CONDITION. FF0939 FF0939 STATION RECOVERY (2002) FF0939 FF0939'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0939'SCHOOL OFFICIAL STATED THAT THE SCHOOL BUILDING WOULD BE TORN DOWN IN FF0939'THE VERY NEAR FUTURE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0940 *********************************************************************** FF0940 DESIGNATION - J 44 FF0940 PID - FF0940 FF0940 STATE/COUNTY- AR/LAWRENCE FF0940 USGS QUAD - STRAWBERRY (1980) FF0940 FF0940 *CURRENT SURVEY CONTROL FF0940 ___________________________________________________________________ FF0940* NAD 83(1986)- 35 58 43. (N) 091 17 56. (W) SCALED FF0940* NAVD 88 - 98.537 (meters) 323.28 (feet) ADJUSTED FF0940 ___________________________________________________________________ FF0940 GEOID HEIGHT- -28.02 (meters) GEOID99 FF0940 DYNAMIC HT - 98.453 (meters) 323.01 (feet) COMP FF0940 MODELED GRAV- 979,779.0 (mgal) NAVD 88 FF0940 FF0940 VERT ORDER - SECOND CLASS 0 FF0940 FF0940.The horizontal coordinates were scaled from a topographic map and have FF0940.an estimated accuracy of +/- 6 seconds. FF0940 FF0940.The orthometric height was determined by differential leveling FF0940.and adjusted by the National Geodetic Survey in June 1991. FF0940 FF0940.The geoid height was determined by GEOID99. FF0940 FF0940.The dynamic height is computed by dividing the NAVD 88 FF0940.geopotential number by the normal gravity value computed on the FF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0940.degrees latitude (g = 980.6199 gals.). FF0940 FF0940.The modeled gravity was interpolated from observed gravity values. FF0940 FF0940; North East Units Estimated Accuracy FF0940;SPC AR N - 182,760. 463,230. MT (+/- 180 meters Scaled) FF0940 FF0940 SUPERSEDED SURVEY CONTROL FF0940 FF0940 NGVD 29 - 98.446 (m) 322.98 (f) ADJUSTED 2 0 FF0940 FF0940.Superseded values are not recommended for survey control. FF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0940.See file dsdata.txt to determine how the superseded data were derived. FF0940 FF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV533829(NAD 83) FF0940_MARKER: DB = BENCH MARK DISK FF0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0940_STAMPING: J 44 1935 322.985 FF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0940+STABILITY: SURFACE MOTION FF0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF0940+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2002 FF0940 FF0940 HISTORY - Date Condition Report By FF0940 HISTORY - 1935 MONUMENTED CGS FF0940 HISTORY - 1949 GOOD CGS FF0940 HISTORY - 20020925 GOOD USACE FF0940 FF0940 STATION DESCRIPTION FF0940 FF0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0940'1.6 MI NE FROM STRAWBERRY. FF0940'1.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT FF0940'STRAWBERRY, 210 FEET SOUTHWEST OF THE DRIVEWAY LEADING TO THE FF0940'E. NORMAN FARMHOUSE, 39.5 FEET SOUTHEAST OF THE CENTERLINE OF FF0940'THE HIGHWAY, 18.5 FEET SOUTHWEST OF A FENCE CORNER, AND 1 FOOT FF0940'NORTHWEST OF THE PROPERTY-LINE FENCE. A STANDARD DISK, STAMPED FF0940'J 44 1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- A METAL FF0940'WITNESS POST WAS SET 2 FEET NORTH OF THE MARK. FF0940 FF0940 STATION RECOVERY (2002) FF0940 FF0940'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0940'NO FENCE. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0941 *********************************************************************** FF0941 DESIGNATION - K 44 FF0941 PID - FF0941 FF0941 STATE/COUNTY- AR/LAWRENCE FF0941 USGS QUAD - STRAWBERRY (1980) FF0941 FF0941 *CURRENT SURVEY CONTROL FF0941 ___________________________________________________________________ FF0941* NAD 83(1986)- 35 59 21. (N) 091 16 21. (W) SCALED FF0941* NAVD 88 - 100.768 (meters) 330.60 (feet) ADJUSTED FF0941 ___________________________________________________________________ FF0941 GEOID HEIGHT- -28.03 (meters) GEOID99 FF0941 DYNAMIC HT - 100.682 (meters) 330.32 (feet) COMP FF0941 MODELED GRAV- 979,778.4 (mgal) NAVD 88 FF0941 FF0941 VERT ORDER - SECOND CLASS 0 FF0941 FF0941.The horizontal coordinates were scaled from a topographic map and have FF0941.an estimated accuracy of +/- 6 seconds. FF0941 FF0941.The orthometric height was determined by differential leveling FF0941.and adjusted by the National Geodetic Survey in June 1991. FF0941 FF0941.The geoid height was determined by GEOID99. FF0941 FF0941.The dynamic height is computed by dividing the NAVD 88 FF0941.geopotential number by the normal gravity value computed on the FF0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0941.degrees latitude (g = 980.6199 gals.). FF0941 FF0941.The modeled gravity was interpolated from observed gravity values. FF0941 FF0941; North East Units Estimated Accuracy FF0941;SPC AR N - 183,950. 465,600. MT (+/- 180 meters Scaled) FF0941 FF0941 SUPERSEDED SURVEY CONTROL FF0941 FF0941 NGVD 29 - 100.679 (m) 330.31 (f) ADJUSTED 2 0 FF0941 FF0941.Superseded values are not recommended for survey control. FF0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0941.See file dsdata.txt to determine how the superseded data were derived. FF0941 FF0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV557841(NAD 83) FF0941_MARKER: DB = BENCH MARK DISK FF0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0941_STAMPING: K 44 1935 330.311 FF0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0941+STABILITY: SURFACE MOTION FF0941 FF0941 HISTORY - Date Condition Report By FF0941 HISTORY - 1935 MONUMENTED CGS FF0941 HISTORY - 1949 GOOD CGS FF0941 HISTORY - 20020925 MARK NOT FOUND USACE FF0941 FF0941 STATION DESCRIPTION FF0941 FF0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0941'3.5 MI NE FROM STRAWBERRY. FF0941'3.5 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE SCHOOL AT FF0941'STRAWBERRY, ABOUT 0.1 MILE NORTHEAST OF THE SUMMIT OF A HILL, FF0941'AT THE T.J. SPOTT FARMHOUSE, 29 FEET SOUTHWEST OF THE GATE TO FF0941'THE FARMYARD, 39.2 FEET SOUTHEAST OF THE CENTERLINE OF THE FF0941'HIGHWAY, AND 1 FOOT NORTHWEST OF THE PROPERTY LINE FENCE. A FF0941'STANDARD DISK, STAMPED K 44 1935 AND SET IN THE TOP OF A CONCRETE FF0941'POST. NOTE-- A METAL WITNESS POST WAS SET 3 FEET NORTH OF THE MARK. FF0941 FF0941 STATION RECOVERY (2002) FF0941 FF0941'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0941'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0937 *********************************************************************** FF0937 DESIGNATION - K 9 3 FF0937 PID - FF0937 FF0937 STATE/COUNTY- AR/LAWRENCE FF0937 USGS QUAD - STRAWBERRY (1980) FF0937 FF0937 *CURRENT SURVEY CONTROL FF0937 ___________________________________________________________________ FF0937* NAD 83(1986)- 35 55 43. (N) 091 17 31. (W) SCALED FF0937* NAVD 88 - 90.854 (meters) 298.08 (feet) ADJUSTED FF0937 ___________________________________________________________________ FF0937 GEOID HEIGHT- -27.94 (meters) GEOID99 FF0937 DYNAMIC HT - 90.777 (meters) 297.82 (feet) COMP FF0937 MODELED GRAV- 979,779.8 (mgal) NAVD 88 FF0937 FF0937 VERT ORDER - SECOND CLASS 0 FF0937 FF0937.The horizontal coordinates were scaled from a topographic map and have FF0937.an estimated accuracy of +/- 6 seconds. FF0937 FF0937.The orthometric height was determined by differential leveling FF0937.and adjusted by the National Geodetic Survey in June 1991. FF0937 FF0937.The geoid height was determined by GEOID99. FF0937 FF0937.The dynamic height is computed by dividing the NAVD 88 FF0937.geopotential number by the normal gravity value computed on the FF0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0937.degrees latitude (g = 980.6199 gals.). FF0937 FF0937.The modeled gravity was interpolated from observed gravity values. FF0937 FF0937; North East Units Estimated Accuracy FF0937;SPC AR N - 177,210. 463,900. MT (+/- 180 meters Scaled) FF0937 FF0937 SUPERSEDED SURVEY CONTROL FF0937 FF0937 NGVD 29 - 90.767 (m) 297.79 (f) ADJUSTED 2 0 FF0937 FF0937.Superseded values are not recommended for survey control. FF0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0937.See file dsdata.txt to determine how the superseded data were derived. FF0937 FF0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV540773(NAD 83) FF0937_MARKER: DD = SURVEY DISK FF0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0937_STAMPING: K 9-3 1934 FF0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0937+STABILITY: SURFACE MOTION FF0937 FF0937 HISTORY - Date Condition Report By FF0937 HISTORY - 1934 MONUMENTED DOD FF0937 HISTORY - 1949 GOOD CGS FF0937 HISTORY - 20020925 MARK NOT FOUND USACE FF0937 FF0937 STATION DESCRIPTION FF0937 FF0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0937'AT SAFFELL. FF0937'AT SAFFELL, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE FF0937'POST OFFICE, AT A CORRAL AND A LOG BARN ON THE SOUTH SLOPE OF A FF0937'HILL, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 25 FEET FF0937'WEST OF A CUT, AND 1.5 FEET SOUTH OF THE CORRAL FENCE. A CORPS FF0937'OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED K 9-3 1934 FF0937'AND SET IN THE TOP OF A CONCRETE CYLINDER. NOTE-- THE MARK WAS FF0937'SEARCHED FOR BUT NOT FOUND. THE CORRAL AND LOG BARN HAVE BEEN FF0937'REMOVED. THIS MARK IS LOCATED NORTH OF THE PRESENT SITE OF FF0937'SAFFELL. WAS UNABLE TO CHECK THE MILEAGE. FF0937 FF0937 STATION RECOVERY (2002) FF0937 FF0937'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0937'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF0935 *********************************************************************** FF0935 DESIGNATION - K 9 4 FF0935 PID - FF0935 FF0935 STATE/COUNTY- AR/LAWRENCE FF0935 USGS QUAD - STRAWBERRY (1980) FF0935 FF0935 *CURRENT SURVEY CONTROL FF0935 ___________________________________________________________________ FF0935* NAD 83(1986)- 35 53 46. (N) 091 17 23. (W) SCALED FF0935* NAVD 88 - 100.960 (meters) 331.23 (feet) ADJUSTED FF0935 ___________________________________________________________________ FF0935 GEOID HEIGHT- -27.89 (meters) GEOID99 FF0935 DYNAMIC HT - 100.874 (meters) 330.95 (feet) COMP FF0935 MODELED GRAV- 979,779.8 (mgal) NAVD 88 FF0935 FF0935 VERT ORDER - SECOND CLASS 0 FF0935 FF0935.The horizontal coordinates were scaled from a topographic map and have FF0935.an estimated accuracy of +/- 6 seconds. FF0935 FF0935.The orthometric height was determined by differential leveling FF0935.and adjusted by the National Geodetic Survey in June 1991. FF0935 FF0935.The geoid height was determined by GEOID99. FF0935 FF0935.The dynamic height is computed by dividing the NAVD 88 FF0935.geopotential number by the normal gravity value computed on the FF0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF0935.degrees latitude (g = 980.6199 gals.). FF0935 FF0935.The modeled gravity was interpolated from observed gravity values. FF0935 FF0935; North East Units Estimated Accuracy FF0935;SPC AR N - 173,610. 464,120. MT (+/- 180 meters Scaled) FF0935 FF0935 SUPERSEDED SURVEY CONTROL FF0935 FF0935 NGVD 29 - 100.875 (m) 330.95 (f) ADJUSTED 2 0 FF0935 FF0935.Superseded values are not recommended for survey control. FF0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF0935.See file dsdata.txt to determine how the superseded data were derived. FF0935 FF0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV543737(NAD 83) FF0935_MARKER: DD = SURVEY DISK FF0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF0935_STAMPING: K 9-4 1934 FF0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF0935+STABILITY: SURFACE MOTION FF0935 FF0935 HISTORY - Date Condition Report By FF0935 HISTORY - 1934 MONUMENTED DOD FF0935 HISTORY - 1949 GOOD CGS FF0935 HISTORY - 20020925 MARK NOT FOUND USACE FF0935 FF0935 STATION DESCRIPTION FF0935 FF0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 FF0935'2.5 MI S FROM SAFFELL. FF0935'2.5 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE POST OFFICE AT FF0935'SAFFELL, 100 FEET NORTHEAST OF THE JUNCTION WITH A ROAD LEADING FF0935'SOUTHEAST, AT A CURVE, 71 FEET EAST OF THE CENTERLINE OF THE FF0935'HIGHWAY, AND 44 FEET NORTH OF THE CENTERLINE OF THE ROAD. A FF0935'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED K 9-4 FF0935'1934 AND SET IN THE TOP OF A CONCRETE CYLINDER. FF0935 FF0935 STATION RECOVERY (2002) FF0935 FF0935'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF0935'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1111 *********************************************************************** FF1111 DESIGNATION - N 9 FF1111 PID - FF1111 FF1111 STATE/COUNTY- AR/LAWRENCE FF1111 USGS QUAD - ALICIA (1980) FF1111 FF1111 *CURRENT SURVEY CONTROL FF1111 ___________________________________________________________________ FF1111* NAD 83(1986)- 35 53 40. (N) 091 04 58. (W) SCALED FF1111* NAVD 88 - 77.550 (meters) 254.43 (feet) ADJUSTED FF1111 ___________________________________________________________________ FF1111 GEOID HEIGHT- -27.84 (meters) GEOID99 FF1111 DYNAMIC HT - 77.484 (meters) 254.21 (feet) COMP FF1111 MODELED GRAV- 979,791.9 (mgal) NAVD 88 FF1111 FF1111 VERT ORDER - FIRST CLASS II FF1111 FF1111.The horizontal coordinates were scaled from a topographic map and have FF1111.an estimated accuracy of +/- 6 seconds. FF1111 FF1111.The orthometric height was determined by differential leveling FF1111.and adjusted by the National Geodetic Survey in June 1991. FF1111 FF1111.The geoid height was determined by GEOID99. FF1111 FF1111.The dynamic height is computed by dividing the NAVD 88 FF1111.geopotential number by the normal gravity value computed on the FF1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1111.degrees latitude (g = 980.6199 gals.). FF1111 FF1111.The modeled gravity was interpolated from observed gravity values. FF1111 FF1111; North East Units Estimated Accuracy FF1111;SPC AR N - 173,580. 482,810. MT (+/- 180 meters Scaled) FF1111 FF1111 SUPERSEDED SURVEY CONTROL FF1111 FF1111 NGVD 29 - 77.471 (m) 254.17 (f) ADJUSTED 1 2 FF1111 FF1111.Superseded values are not recommended for survey control. FF1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1111.See file dsdata.txt to determine how the superseded data were derived. FF1111 FF1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV730739(NAD 83) FF1111_MARKER: DB = BENCH MARK DISK FF1111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1111_STAMPING: 254.169 N 9 1931 FF1111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1111+STABILITY: SURFACE MOTION FF1111 FF1111 HISTORY - Date Condition Report By FF1111 HISTORY - 1931 MONUMENTED CGS FF1111 HISTORY - 1934 GOOD CGS FF1111 HISTORY - 20020926 MARK NOT FOUND USACE FF1111 FF1111 STATION DESCRIPTION FF1111 FF1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1111'AT ALICIA. FF1111'AT ALICIA, LAWRENCE COUNTY, ABOUT 85 YARDS NORTH OF THE MISSOURI FF1111'PACIFIC RAILROAD STATION, 10 FEET NORTH OF THE SECOND POLE FF1111'NORTH OF THE STATION, 91 FEET SOUTH OF A ROAD CROSSING, 28 FEET FF1111'WEST OF THE CENTER LINE OF THE MAIN TRACK, AND IN LINE WITH A FF1111'ROW OF POLES. A STANDARD DISK, STAMPED 254.169 N 9 1931 AND FF1111'SET IN THE TOP OF A CONCRETE POST. FF1111 FF1111 STATION RECOVERY (1934) FF1111 FF1111'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1111'RECOVERED IN GOOD CONDITION. FF1111 FF1111 STATION RECOVERY (2002) FF1111 FF1111'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1111'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1116 *********************************************************************** FF1116 DESIGNATION - P 9 FF1116 PID - FF1116 FF1116 STATE/COUNTY- AR/LAWRENCE FF1116 USGS QUAD - ALICIA (1980) FF1116 FF1116 *CURRENT SURVEY CONTROL FF1116 ___________________________________________________________________ FF1116* NAD 83(1986)- 35 55 49. (N) 091 03 29. (W) SCALED FF1116* NAVD 88 - 78.106 (meters) 256.25 (feet) ADJUSTED FF1116 ___________________________________________________________________ FF1116 GEOID HEIGHT- -27.88 (meters) GEOID99 FF1116 DYNAMIC HT - 78.041 (meters) 256.04 (feet) COMP FF1116 MODELED GRAV- 979,795.3 (mgal) NAVD 88 FF1116 FF1116 VERT ORDER - FIRST CLASS II FF1116 FF1116.The horizontal coordinates were scaled from a topographic map and have FF1116.an estimated accuracy of +/- 6 seconds. FF1116 FF1116.The orthometric height was determined by differential leveling FF1116.and adjusted by the National Geodetic Survey in June 1991. FF1116 FF1116.The geoid height was determined by GEOID99. FF1116 FF1116.The dynamic height is computed by dividing the NAVD 88 FF1116.geopotential number by the normal gravity value computed on the FF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1116.degrees latitude (g = 980.6199 gals.). FF1116 FF1116.The modeled gravity was interpolated from observed gravity values. FF1116 FF1116; North East Units Estimated Accuracy FF1116;SPC AR N - 177,580. 485,000. MT (+/- 180 meters Scaled) FF1116 FF1116 SUPERSEDED SURVEY CONTROL FF1116 FF1116 NGVD 29 - 78.025 (m) 255.99 (f) ADJUSTED 1 2 FF1116 FF1116.Superseded values are not recommended for survey control. FF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1116.See file dsdata.txt to determine how the superseded data were derived. FF1116 FF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV751779(NAD 83) FF1116_MARKER: DB = BENCH MARK DISK FF1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1116_STAMPING: 255.987 P 9 1931 FF1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1116+STABILITY: SURFACE MOTION FF1116 FF1116 HISTORY - Date Condition Report By FF1116 HISTORY - 1931 MONUMENTED CGS FF1116 HISTORY - 1934 GOOD CGS FF1116 HISTORY - 20020926 POOR USACE FF1116 FF1116 STATION DESCRIPTION FF1116 FF1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1116'2.9 MI NE FROM ALICIA. FF1116'ABOUT 2.9 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF1116'FROM ALICIA, LAWRENCE COUNTY, 22 FEET NORTHEAST OF THE NORTHEAST FF1116'END OF THE MISSOURI PACIFIC RAILROAD STATION AT CALVIN, 96 FEET FF1116'SOUTHWEST OF MILEPOST 236, 45 FEET SOUTHWEST OF A ROAD CROSSING, FF1116'AND 20 FEET EAST OF THE CENTER LINE OF THE TRACK. A STANDARD FF1116'DISK, STAMPED 255.987 P 9 1931 AND SET IN THE TOP OF A CONCRETE FF1116'POST. FF1116 FF1116 STATION RECOVERY (1934) FF1116 FF1116'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1116'RECOVERED IN GOOD CONDITION. FF1116 FF1116 STATION RECOVERY (2002) FF1116 FF1116'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1116'MONUMENT FOUND LYING IN DITCH. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1777 *********************************************************************** FF1777 DESIGNATION - RANDOM FF1777 PID - FF1777 FF1777 STATE/COUNTY- AR/LAWRENCE FF1777 USGS QUAD - STRANGERS HOME (1980) FF1777 FF1777 *CURRENT SURVEY CONTROL FF1777 ___________________________________________________________________ FF1777* NAD 83(1997)- 35 57 46.73062(N) 091 09 25.77067(W) ADJUSTED FF1777* NAVD 88 - 74. (meters) 243. (feet) SCALED FF1777 ___________________________________________________________________ FF1777 LAPLACE CORR- 1.07 (seconds) DEFLEC99 FF1777 GEOID HEIGHT- -27.98 (meters) GEOID99 FF1777 FF1777 HORZ ORDER - THIRD FF1777 FF1777.The horizontal coordinates were established by classical geodetic methods FF1777.and adjusted by the National Geodetic Survey in September 1999. FF1777 FF1777.The orthometric height was scaled from a topographic map. FF1777 FF1777.The Laplace correction was computed from DEFLEC99 derived deflections. FF1777 FF1777.The geoid height was determined by GEOID99. FF1777 FF1777; North East Units Scale Converg. FF1777;SPC AR N - 181,123.527 476,025.054 MT 0.99995772 +0 29 25.6 FF1777;UTM 15 - 3,981,412.225 666,177.480 MT 0.99994028 +1 04 56.9 FF1777 FF1777: Primary Azimuth Mark Grid Az FF1777:SPC AR N - RANDOM AZ MK 270 59 23.7 FF1777:UTM 15 - RANDOM AZ MK 270 23 52.4 FF1777 FF1777|---------------------------------------------------------------------| FF1777| PID Reference Object Distance Geod. Az | FF1777| dddmmss.s | FF1777| CI2119 RANDOM RM 1 25.537 METERS 13419 | FF1777| CI2120 RANDOM RM 2 22.918 METERS 21044 | FF1777| CI2118 RANDOM AZ MK 2712849.3 | FF1777|---------------------------------------------------------------------| FF1777 FF1777 SUPERSEDED SURVEY CONTROL FF1777 FF1777 NAD 83(1997)- 35 57 46.74003(N) 091 09 25.76867(W) AD( ) 3 FF1777 NAD 83(1986)- 35 57 46.74141(N) 091 09 25.77025(W) AD( ) 3 FF1777 NAD 27 - 35 57 46.47820(N) 091 09 25.31190(W) AD( ) 3 FF1777 FF1777.Superseded values are not recommended for survey control. FF1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1777.See file dsdata.txt to determine how the superseded data were derived. FF1777 FF1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV6617781412(NAD 83) FF1777_MARKER: DS = TRIANGULATION STATION DISK FF1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1777 FF1777 HISTORY - Date Condition Report By FF1777 HISTORY - 1954 MONUMENTED CGS FF1777 HISTORY - 20020925 MARK NOT FOUND USACE FF1777 FF1777 STATION DESCRIPTION FF1777 FF1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (JCM) FF1777'THE STATION IS 7 MILES NORTHWEST OF ALICIA, 8 MILES WEST-SOUTHWEST FF1777'OF MINTURN, 2 MILES SOUTHEAST OF THE BLACK RIVER, 0.5 MILE FF1777'EAST OF A BAYOU OF THE BLACK RIVER, 60 FEET WEST OF A ROAD FF1777'LEADING NORTH TO A FARMHOUSE, 25 FEET NORTH OF A DIRT ROAD, FF1777'15 FEET NORTH OF A 4 IN X 4 IN WITNESS POST AND 15 FEET NORTH FF1777'OF A WIRE FENCE. FF1777' FF1777'TO REACH THE STATION FROM THE CROSS STREET JUST NORTH OF FF1777'THE DEPOT IN ALICIA, GO WEST ON THE GRAVEL ROAD (CROSSING FF1777'U.S. HIGHWAY 67) FOR 2.5 MILES TO A FORK, TURN RIGHT AND FF1777'GO NORTH ON THE GRAVEL ROAD FOR 4.3 MILES TO A FORK, TURN FF1777'LEFT AND GO NORTHWEST FOR 1.5 MILES TO A SIDE ROAD ON THE FF1777'LEFT, TURN LEFT AND GO WEST FOR 0.4 MILE TO A T-INTERSECTION, FF1777'TURN LEFT AND GO SOUTH FOR 1.0 MILE TO A T-INTERSECTION, FF1777'TURN RIGHT AND GO WEST FOR 1.4 MILES TO THE STATION ON THE FF1777'RIGHT, CONTINUE WEST FOR 0.4 MILE TO THE AZIMUTH MARK ON THE FF1777'RIGHT. FF1777' FF1777'THE STATION MARK IS 16 INCHES UNDERGROUND AND THE DISK IS FF1777'STAMPED RANDOM 1954. FF1777' FF1777'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF A POWERLINE FF1777'POLE AND 18 FEET SOUTH OF THE ROAD. THE MARK PROJECTS 2 FF1777'INCHES AND THE DISK IS STAMPED RANDOM NO 1 1954. FF1777' FF1777'REFERENCE MARK NO. 2 IS 41 FEET NORTHWEST OF THE NORTHWEST FF1777'CORNER OF A FARM HOUSE, AND 24 FEET SOUTH OF THE ROAD. THE FF1777'MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED RANDOM NO FF1777'2 1954. FF1777' FF1777'THE AZIMUTH MARK IS 51 FEET NORTH OF THE ROAD, 29 FEET NORTHWEST FF1777'OF A 4 IN X 4 IN WITNESS POST AND 4 FEET EAST OF A LARGE FF1777'HICKORY TREE. THE MARK PROJECTS 3 INCHES AND THE DISK IS FF1777'STAMPED RANDOM 1954. FF1777' FF1777'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. FF1777 FF1777 STATION RECOVERY (2002) FF1777 FF1777'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1777'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1009 *********************************************************************** FF1009 DESIGNATION - RV 77 FF1009 PID - FF1009 FF1009 STATE/COUNTY- AR/LAWRENCE FF1009 USGS QUAD - ALICIA (1980) FF1009 FF1009 *CURRENT SURVEY CONTROL FF1009 ___________________________________________________________________ FF1009* NAD 83(1986)- 35 52 56. (N) 091 05 29. (W) SCALED FF1009* NAVD 88 - 77.912 (meters) 255.62 (feet) ADJUSTED FF1009 ___________________________________________________________________ FF1009 GEOID HEIGHT- -27.83 (meters) GEOID99 FF1009 DYNAMIC HT - 77.847 (meters) 255.40 (feet) COMP FF1009 MODELED GRAV- 979,790.8 (mgal) NAVD 88 FF1009 FF1009 VERT ORDER - FIRST CLASS II FF1009 FF1009.The horizontal coordinates were scaled from a topographic map and have FF1009.an estimated accuracy of +/- 6 seconds. FF1009 FF1009.The orthometric height was determined by differential leveling FF1009.and adjusted by the National Geodetic Survey in June 1991. FF1009 FF1009.The geoid height was determined by GEOID99. FF1009 FF1009.The dynamic height is computed by dividing the NAVD 88 FF1009.geopotential number by the normal gravity value computed on the FF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1009.degrees latitude (g = 980.6199 gals.). FF1009 FF1009.The modeled gravity was interpolated from observed gravity values. FF1009 FF1009; North East Units Estimated Accuracy FF1009;SPC AR N - 172,220. 482,040. MT (+/- 180 meters Scaled) FF1009 FF1009 SUPERSEDED SURVEY CONTROL FF1009 FF1009 NGVD 29 - 77.834 (m) 255.36 (f) ADJUSTED 1 2 FF1009 FF1009.Superseded values are not recommended for survey control. FF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1009.See file dsdata.txt to determine how the superseded data were derived. FF1009 FF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV722725(NAD 83) FF1009_MARKER: R = RIVET FF1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1009+STABILITY: SURFACE MOTION FF1009 FF1009 HISTORY - Date Condition Report By FF1009 HISTORY - UNK MONUMENTED MPRR FF1009 HISTORY - 1931 GOOD CGS FF1009 HISTORY - 1934 GOOD CGS FF1009 HISTORY - 20020926 MARK NOT FOUND USACE FF1009 FF1009 STATION DESCRIPTION FF1009 FF1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1009'1 MI SW FROM ALICIA. FF1009'ABOUT 1 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF1009'ALICIA, LAWRENCE COUNTY, AT POLE 239+33, AND IN THE SOUTHEAST FF1009'CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2398. A STANDARD FF1009'MONEL-METAL RIVET. FF1009 FF1009 STATION RECOVERY (1934) FF1009 FF1009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1009'RECOVERED IN GOOD CONDITION. FF1009 FF1009 STATION RECOVERY (2002) FF1009 FF1009'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1009'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1112 *********************************************************************** FF1112 DESIGNATION - RV 79 FF1112 PID - FF1112 FF1112 STATE/COUNTY- AR/LAWRENCE FF1112 USGS QUAD - ALICIA (1980) FF1112 FF1112 *CURRENT SURVEY CONTROL FF1112 ___________________________________________________________________ FF1112* NAD 83(1986)- 35 53 54. (N) 091 04 50. (W) SCALED FF1112* NAVD 88 - 76.972 (meters) 252.53 (feet) ADJUSTED FF1112 ___________________________________________________________________ FF1112 GEOID HEIGHT- -27.85 (meters) GEOID99 FF1112 DYNAMIC HT - 76.907 (meters) 252.32 (feet) COMP FF1112 MODELED GRAV- 979,792.2 (mgal) NAVD 88 FF1112 FF1112 VERT ORDER - FIRST CLASS II FF1112 FF1112.The horizontal coordinates were scaled from a topographic map and have FF1112.an estimated accuracy of +/- 6 seconds. FF1112 FF1112.The orthometric height was determined by differential leveling FF1112.and adjusted by the National Geodetic Survey in June 1991. FF1112 FF1112.The geoid height was determined by GEOID99. FF1112 FF1112.The dynamic height is computed by dividing the NAVD 88 FF1112.geopotential number by the normal gravity value computed on the FF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1112.degrees latitude (g = 980.6199 gals.). FF1112 FF1112.The modeled gravity was interpolated from observed gravity values. FF1112 FF1112; North East Units Estimated Accuracy FF1112;SPC AR N - 174,010. 483,000. MT (+/- 180 meters Scaled) FF1112 FF1112 SUPERSEDED SURVEY CONTROL FF1112 FF1112 NGVD 29 - 76.892 (m) 252.27 (f) ADJUSTED 1 2 FF1112 FF1112.Superseded values are not recommended for survey control. FF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1112.See file dsdata.txt to determine how the superseded data were derived. FF1112 FF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV732743(NAD 83) FF1112_MARKER: R = RIVET FF1112_SETTING: 30 = CULVERT FF1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1112 FF1112 HISTORY - Date Condition Report By FF1112 HISTORY - UNK MONUMENTED MPRR FF1112 HISTORY - 1931 GOOD CGS FF1112 HISTORY - 1934 GOOD CGS FF1112 HISTORY - 20020926 MARK NOT FOUND USACE FF1112 FF1112 STATION DESCRIPTION FF1112 FF1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1112'0.2 MI N FROM ALICIA. FF1112'ABOUT 1/4 MILE NORTH ALONG THE MISSOURI PACIFIC RAILROAD FROM FF1112'ALICIA, LAWRENCE COUNTY, AT POLE 238+24, AND IN THE CENTER OF FF1112'THE EAST HEAD WALL OF A 3- BY 4-FOOT CONCRETE CULVERT. A FF1112'STANDARD MONEL-METAL RIVET. FF1112 FF1112 STATION RECOVERY (1934) FF1112 FF1112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1112'RECOVERED IN GOOD CONDITION. FF1112 FF1112 STATION RECOVERY (2002) FF1112 FF1112'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1112'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1115 *********************************************************************** FF1115 DESIGNATION - RV 82 FF1115 PID - FF1115 FF1115 STATE/COUNTY- AR/LAWRENCE FF1115 USGS QUAD - ALICIA (1980) FF1115 FF1115 *CURRENT SURVEY CONTROL FF1115 ___________________________________________________________________ FF1115* NAD 83(1986)- 35 55 18. (N) 091 03 51. (W) SCALED FF1115* NAVD 88 - 79.055 (meters) 259.37 (feet) ADJUSTED FF1115 ___________________________________________________________________ FF1115 GEOID HEIGHT- -27.87 (meters) GEOID99 FF1115 DYNAMIC HT - 78.989 (meters) 259.15 (feet) COMP FF1115 MODELED GRAV- 979,794.4 (mgal) NAVD 88 FF1115 FF1115 VERT ORDER - FIRST CLASS II FF1115 FF1115.The horizontal coordinates were scaled from a topographic map and have FF1115.an estimated accuracy of +/- 6 seconds. FF1115 FF1115.The orthometric height was determined by differential leveling FF1115.and adjusted by the National Geodetic Survey in June 1991. FF1115 FF1115.The geoid height was determined by GEOID99. FF1115 FF1115.The dynamic height is computed by dividing the NAVD 88 FF1115.geopotential number by the normal gravity value computed on the FF1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1115.degrees latitude (g = 980.6199 gals.). FF1115 FF1115.The modeled gravity was interpolated from observed gravity values. FF1115 FF1115; North East Units Estimated Accuracy FF1115;SPC AR N - 176,620. 484,460. MT (+/- 180 meters Scaled) FF1115 FF1115 SUPERSEDED SURVEY CONTROL FF1115 FF1115 NGVD 29 - 78.974 (m) 259.10 (f) ADJUSTED 1 2 FF1115 FF1115.Superseded values are not recommended for survey control. FF1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1115.See file dsdata.txt to determine how the superseded data were derived. FF1115 FF1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV746769(NAD 83) FF1115_MARKER: R = RIVET FF1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1115+STABILITY: SURFACE MOTION FF1115 FF1115 HISTORY - Date Condition Report By FF1115 HISTORY - UNK MONUMENTED MPRR FF1115 HISTORY - 1931 GOOD CGS FF1115 HISTORY - 1934 GOOD CGS FF1115 HISTORY - 20020926 MARK NOT FOUND USACE FF1115 FF1115 STATION DESCRIPTION FF1115 FF1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1115'2.2 MI N FROM ALICIA. FF1115'ABOUT 2-1/4 MILES NORTH ALONG THE MISSOURI PACIFIC RAILROAD FF1115'FROM ALICIA, LAWRENCE COUNTY, ABOUT 1/2 MILE SOUTH OF THE FF1115'STATION AT CALVIN, AT POLE 236+29, AND IN THE NORTHWEST CORNER FF1115'OF THE CONCRETE FOUNDATION OF A BATTERY FEED. A STANDARD FF1115'MONEL-METAL RIVET. FF1115 FF1115 STATION RECOVERY (1934) FF1115 FF1115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1115'RECOVERED IN GOOD CONDITION. FF1115 FF1115 STATION RECOVERY (2002) FF1115 FF1115'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1115'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1117 *********************************************************************** FF1117 DESIGNATION - RV 83 FF1117 PID - FF1117 FF1117 STATE/COUNTY- AR/LAWRENCE FF1117 USGS QUAD - ALICIA (1980) FF1117 FF1117 *CURRENT SURVEY CONTROL FF1117 ___________________________________________________________________ FF1117* NAD 83(1986)- 35 55 56. (N) 091 03 25. (W) SCALED FF1117* NAVD 88 - 77.77 (+/-2cm) 255.2 (feet) VERTCON FF1117 ___________________________________________________________________ FF1117 GEOID HEIGHT- -27.88 (meters) GEOID99 FF1117 FF1117 VERT ORDER - ? (See Below) FF1117 FF1117.The horizontal coordinates were scaled from a topographic map and have FF1117.an estimated accuracy of +/- 6 seconds. FF1117 FF1117.The NAVD 88 height was computed by applying the VERTCON shift value to FF1117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FF1117.The vertical order pertains to the superseded datum. FF1117 FF1117.The geoid height was determined by GEOID99. FF1117 FF1117; North East Units Estimated Accuracy FF1117;SPC AR N - 177,790. 485,100. MT (+/- 180 meters Scaled) FF1117 FF1117 SUPERSEDED SURVEY CONTROL FF1117 FF1117 NGVD 29 - 77.689 (m) 254.88 (f) ADJUSTED ? FF1117 FF1117.Superseded values are not recommended for survey control. FF1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1117.See file dsdata.txt to determine how the superseded data were derived. FF1117 FF1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV752781(NAD 83) FF1117_MARKER: R = RIVET FF1117_SETTING: 30 = CULVERT FF1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1117 FF1117 HISTORY - Date Condition Report By FF1117 HISTORY - UNK MONUMENTED MPRR FF1117 HISTORY - 1931 GOOD CGS FF1117 HISTORY - 1934 GOOD CGS FF1117 HISTORY - 20020926 GOOD USACE FF1117 FF1117 STATION DESCRIPTION FF1117 FF1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1117'3.5 MI SW FROM MINTURN. FF1117'ABOUT 3.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1117'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 235+37, AND IN THE FF1117'CENTER LINE OF THE EAST HEAD WALL OF A DOUBLE 3- BY 6-FOOT FF1117'CONCRETE CULVERT UNDER UNITED STATES HIGHWAY 67. A STANDARD FF1117'MONEL-METAL RIVET. FF1117 FF1117 STATION RECOVERY (1934) FF1117 FF1117'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1117'RECOVERED IN GOOD CONDITION. FF1117 FF1117 STATION RECOVERY (2002) FF1117 FF1117'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1117'THE STATION IS DESCRIBED FROM OLD HWY. 67, ABANDONED. APPROX. 0.08 FF1117'MILES N OF CR730. FF1117'MARK IS 67 FT E OF CENTERLINE OF EXISTING HWY. 67. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1118 *********************************************************************** FF1118 DESIGNATION - RV 84 FF1118 PID - FF1118 FF1118 STATE/COUNTY- AR/LAWRENCE FF1118 USGS QUAD - ALICIA (1980) FF1118 FF1118 *CURRENT SURVEY CONTROL FF1118 ___________________________________________________________________ FF1118* NAD 83(1986)- 35 56 21. (N) 091 03 07. (W) SCALED FF1118* NAVD 88 - 77.658 (meters) 254.78 (feet) ADJUSTED FF1118 ___________________________________________________________________ FF1118 GEOID HEIGHT- -27.88 (meters) GEOID99 FF1118 DYNAMIC HT - 77.593 (meters) 254.57 (feet) COMP FF1118 MODELED GRAV- 979,796.2 (mgal) NAVD 88 FF1118 FF1118 VERT ORDER - FIRST CLASS II FF1118 FF1118.The horizontal coordinates were scaled from a topographic map and have FF1118.an estimated accuracy of +/- 6 seconds. FF1118 FF1118.The orthometric height was determined by differential leveling FF1118.and adjusted by the National Geodetic Survey in June 1991. FF1118 FF1118.The geoid height was determined by GEOID99. FF1118 FF1118.The dynamic height is computed by dividing the NAVD 88 FF1118.geopotential number by the normal gravity value computed on the FF1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1118.degrees latitude (g = 980.6199 gals.). FF1118 FF1118.The modeled gravity was interpolated from observed gravity values. FF1118 FF1118; North East Units Estimated Accuracy FF1118;SPC AR N - 178,570. 485,540. MT (+/- 180 meters Scaled) FF1118 FF1118 SUPERSEDED SURVEY CONTROL FF1118 FF1118 NGVD 29 - 77.577 (m) 254.52 (f) ADJUSTED 1 2 FF1118 FF1118.Superseded values are not recommended for survey control. FF1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1118.See file dsdata.txt to determine how the superseded data were derived. FF1118 FF1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV757789(NAD 83) FF1118_MARKER: R = RIVET FF1118_SETTING: 30 = CULVERT FF1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1118 FF1118 HISTORY - Date Condition Report By FF1118 HISTORY - UNK MONUMENTED MPRR FF1118 HISTORY - 1931 GOOD CGS FF1118 HISTORY - 1934 GOOD CGS FF1118 HISTORY - 20020926 POOR USACE FF1118 FF1118 STATION DESCRIPTION FF1118 FF1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1118'2.8 MI SW FROM MINTURN. FF1118'ABOUT 2.8 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1118'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 235+11, AND IN THE FF1118'CENTER LINE OF THE EAST HEAD WALL OF A 24-INCH CONCRETE CULVERT FF1118'UNDER UNITED STATES HIGHWAY 67. A STANDARD MONEL-METAL RIVET. FF1118 FF1118 STATION RECOVERY (1934) FF1118 FF1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1118'RECOVERED IN GOOD CONDITION. FF1118 FF1118 STATION RECOVERY (2002) FF1118 FF1118'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1118'HEAD OF RIVET HAS BEEN SHEARED OFF. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1120 *********************************************************************** FF1120 DESIGNATION - RV 85 FF1120 PID - FF1120 FF1120 STATE/COUNTY- AR/LAWRENCE FF1120 USGS QUAD - ALICIA (1980) FF1120 FF1120 *CURRENT SURVEY CONTROL FF1120 ___________________________________________________________________ FF1120* NAD 83(1986)- 35 56 54. (N) 091 02 44. (W) SCALED FF1120* NAVD 88 - 79.309 (meters) 260.20 (feet) ADJUSTED FF1120 ___________________________________________________________________ FF1120 GEOID HEIGHT- -27.89 (meters) GEOID99 FF1120 DYNAMIC HT - 79.242 (meters) 259.98 (feet) COMP FF1120 MODELED GRAV- 979,797.2 (mgal) NAVD 88 FF1120 FF1120 VERT ORDER - FIRST CLASS II FF1120 FF1120.The horizontal coordinates were scaled from a topographic map and have FF1120.an estimated accuracy of +/- 6 seconds. FF1120 FF1120.The orthometric height was determined by differential leveling FF1120.and adjusted by the National Geodetic Survey in June 1991. FF1120 FF1120.The geoid height was determined by GEOID99. FF1120 FF1120.The dynamic height is computed by dividing the NAVD 88 FF1120.geopotential number by the normal gravity value computed on the FF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1120.degrees latitude (g = 980.6199 gals.). FF1120 FF1120.The modeled gravity was interpolated from observed gravity values. FF1120 FF1120; North East Units Estimated Accuracy FF1120;SPC AR N - 179,590. 486,110. MT (+/- 180 meters Scaled) FF1120 FF1120 SUPERSEDED SURVEY CONTROL FF1120 FF1120 NGVD 29 - 79.227 (m) 259.93 (f) ADJUSTED 1 2 FF1120 FF1120.Superseded values are not recommended for survey control. FF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1120.See file dsdata.txt to determine how the superseded data were derived. FF1120 FF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV762799(NAD 83) FF1120_MARKER: R = RIVET FF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1120+STABILITY: SURFACE MOTION FF1120 FF1120 HISTORY - Date Condition Report By FF1120 HISTORY - UNK MONUMENTED MPRR FF1120 HISTORY - 1931 GOOD CGS FF1120 HISTORY - 1934 GOOD CGS FF1120 HISTORY - 20020926 MARK NOT FOUND USACE FF1120 FF1120 STATION DESCRIPTION FF1120 FF1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1120'2 MI SW FROM MINTURN. FF1120'ABOUT 2.0 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1120'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 234+21, AND IN THE FF1120'SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF SIGNAL 2346. A FF1120'STANDARD MONEL-METAL RIVET. FF1120 FF1120 STATION RECOVERY (1934) FF1120 FF1120'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1120'RECOVERED IN GOOD CONDITION. FF1120 FF1120 STATION RECOVERY (2002) FF1120 FF1120'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1120'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1121 *********************************************************************** FF1121 DESIGNATION - RV 86 FF1121 PID - FF1121 FF1121 STATE/COUNTY- AR/LAWRENCE FF1121 USGS QUAD - ALICIA (1980) FF1121 FF1121 *CURRENT SURVEY CONTROL FF1121 ___________________________________________________________________ FF1121* NAD 83(1986)- 35 57 18. (N) 091 02 26. (W) SCALED FF1121* NAVD 88 - 78.004 (meters) 255.92 (feet) ADJUSTED FF1121 ___________________________________________________________________ FF1121 GEOID HEIGHT- -27.89 (meters) GEOID99 FF1121 DYNAMIC HT - 77.939 (meters) 255.70 (feet) COMP FF1121 MODELED GRAV- 979,798.0 (mgal) NAVD 88 FF1121 FF1121 VERT ORDER - FIRST CLASS II FF1121 FF1121.The horizontal coordinates were scaled from a topographic map and have FF1121.an estimated accuracy of +/- 6 seconds. FF1121 FF1121.The orthometric height was determined by differential leveling FF1121.and adjusted by the National Geodetic Survey in June 1991. FF1121 FF1121.The geoid height was determined by GEOID99. FF1121 FF1121.The dynamic height is computed by dividing the NAVD 88 FF1121.geopotential number by the normal gravity value computed on the FF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1121.degrees latitude (g = 980.6199 gals.). FF1121 FF1121.The modeled gravity was interpolated from observed gravity values. FF1121 FF1121; North East Units Estimated Accuracy FF1121;SPC AR N - 180,330. 486,550. MT (+/- 180 meters Scaled) FF1121 FF1121 SUPERSEDED SURVEY CONTROL FF1121 FF1121 NGVD 29 - 77.922 (m) 255.65 (f) ADJUSTED 1 2 FF1121 FF1121.Superseded values are not recommended for survey control. FF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1121.See file dsdata.txt to determine how the superseded data were derived. FF1121 FF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV767807(NAD 83) FF1121_MARKER: R = RIVET FF1121_SETTING: 30 = CULVERT FF1121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1121+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002 FF1121 FF1121 HISTORY - Date Condition Report By FF1121 HISTORY - UNK MONUMENTED MPRR FF1121 HISTORY - 1931 GOOD CGS FF1121 HISTORY - 1934 GOOD CGS FF1121 HISTORY - 20020926 GOOD USACE FF1121 FF1121 STATION DESCRIPTION FF1121 FF1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1121'1.5 MI SW FROM MINTURN. FF1121'ABOUT 1.5 MILES SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1121'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 233+39, AND IN FF1121'THE CENTER LINE OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE FF1121'CULVERT UNDER UNITED STATES HIGHWAY 67. A STANDARD MONEL-METAL FF1121'RIVET. FF1121 FF1121 STATION RECOVERY (1934) FF1121 FF1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1121'RECOVERED IN GOOD CONDITION. FF1121 FF1121 STATION RECOVERY (2002) FF1121 FF1121'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1121'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1122 *********************************************************************** FF1122 DESIGNATION - RV 87 FF1122 PID - FF1122 FF1122 STATE/COUNTY- AR/LAWRENCE FF1122 USGS QUAD - ALICIA (1980) FF1122 FF1122 *CURRENT SURVEY CONTROL FF1122 ___________________________________________________________________ FF1122* NAD 83(1986)- 35 57 52. (N) 091 02 02. (W) SCALED FF1122* NAVD 88 - 79.247 (meters) 260.00 (feet) ADJUSTED FF1122 ___________________________________________________________________ FF1122 GEOID HEIGHT- -27.90 (meters) GEOID99 FF1122 DYNAMIC HT - 79.181 (meters) 259.78 (feet) COMP FF1122 MODELED GRAV- 979,799.0 (mgal) NAVD 88 FF1122 FF1122 VERT ORDER - FIRST CLASS II FF1122 FF1122.The horizontal coordinates were scaled from a topographic map and have FF1122.an estimated accuracy of +/- 6 seconds. FF1122 FF1122.The orthometric height was determined by differential leveling FF1122.and adjusted by the National Geodetic Survey in June 1991. FF1122 FF1122.The geoid height was determined by GEOID99. FF1122 FF1122.The dynamic height is computed by dividing the NAVD 88 FF1122.geopotential number by the normal gravity value computed on the FF1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1122.degrees latitude (g = 980.6199 gals.). FF1122 FF1122.The modeled gravity was interpolated from observed gravity values. FF1122 FF1122; North East Units Estimated Accuracy FF1122;SPC AR N - 181,390. 487,140. MT (+/- 180 meters Scaled) FF1122 FF1122 SUPERSEDED SURVEY CONTROL FF1122 FF1122 NGVD 29 - 79.164 (m) 259.72 (f) ADJUSTED 1 2 FF1122 FF1122.Superseded values are not recommended for survey control. FF1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1122.See file dsdata.txt to determine how the superseded data were derived. FF1122 FF1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV772817(NAD 83) FF1122_MARKER: R = RIVET FF1122_SETTING: 30 = CULVERT FF1122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1122+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2002 FF1122 FF1122 HISTORY - Date Condition Report By FF1122 HISTORY - UNK MONUMENTED MPRR FF1122 HISTORY - 1931 GOOD CGS FF1122 HISTORY - 1934 GOOD CGS FF1122 HISTORY - 20020926 GOOD USACE FF1122 FF1122 STATION DESCRIPTION FF1122 FF1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1122'0.8 MI SW FROM MINTURN. FF1122'ABOUT 0.8 MILE SOUTHWEST ALONG THE MISSOURI PACIFIC RAILROAD FF1122'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 233+09, AND IN THE FF1122'CENTER OF THE WEST HEAD WALL OF A 2-1/2- BY 5-1/2-FOOT CONCRETE FF1122'CULVERT. A STANDARD MONEL-METAL RIVET. FF1122 FF1122 STATION RECOVERY (1934) FF1122 FF1122'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 FF1122'RECOVERED IN GOOD CONDITION. FF1122 FF1122 STATION RECOVERY (2002) FF1122 FF1122'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1122'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1125 *********************************************************************** FF1125 DESIGNATION - RV 88 FF1125 PID - FF1125 FF1125 STATE/COUNTY- AR/LAWRENCE FF1125 USGS QUAD - ALICIA (1980) FF1125 FF1125 *CURRENT SURVEY CONTROL FF1125 ___________________________________________________________________ FF1125* NAD 83(1986)- 35 58 56. (N) 091 01 18. (W) SCALED FF1125* NAVD 88 - 79.042 (meters) 259.32 (feet) ADJUSTED FF1125 ___________________________________________________________________ FF1125 GEOID HEIGHT- -27.91 (meters) GEOID99 FF1125 DYNAMIC HT - 78.976 (meters) 259.11 (feet) COMP FF1125 MODELED GRAV- 979,801.0 (mgal) NAVD 88 FF1125 FF1125 VERT ORDER - FIRST CLASS II FF1125 FF1125.The horizontal coordinates were scaled from a topographic map and have FF1125.an estimated accuracy of +/- 6 seconds. FF1125 FF1125.The orthometric height was determined by differential leveling FF1125.and adjusted by the National Geodetic Survey in June 1991. FF1125 FF1125.The geoid height was determined by GEOID99. FF1125 FF1125.The dynamic height is computed by dividing the NAVD 88 FF1125.geopotential number by the normal gravity value computed on the FF1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1125.degrees latitude (g = 980.6199 gals.). FF1125 FF1125.The modeled gravity was interpolated from observed gravity values. FF1125 FF1125; North East Units Estimated Accuracy FF1125;SPC AR N - 183,370. 488,230. MT (+/- 180 meters Scaled) FF1125 FF1125 SUPERSEDED SURVEY CONTROL FF1125 FF1125 NGVD 29 - 78.958 (m) 259.05 (f) ADJUSTED 1 2 FF1125 FF1125.Superseded values are not recommended for survey control. FF1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1125.See file dsdata.txt to determine how the superseded data were derived. FF1125 FF1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV783837(NAD 83) FF1125_MARKER: R = RIVET FF1125_SETTING: 30 = CULVERT FF1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1125 FF1125 HISTORY - Date Condition Report By FF1125 HISTORY - UNK MONUMENTED MPRR FF1125 HISTORY - 1931 GOOD CGS FF1125 HISTORY - 20020926 MARK NOT FOUND USACE FF1125 FF1125 STATION DESCRIPTION FF1125 FF1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1125'0.6 MI NE FROM MINTURN. FF1125'ABOUT 0.6 MILE NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FROM FF1125'MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 231+32, AND IN THE CENTER FF1125'LINE OF THE EAST HEAD WALL OF A 3- BY 5-FOOT CONCRETE CULVERT FF1125'UNDER UNITED STATES HIGHWAY 67. A STANDARD MONEL-METAL RIVET. FF1125 FF1125 STATION RECOVERY (2002) FF1125 FF1125'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1125'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = DECEMBER 2, 2002 FF1126 *********************************************************************** FF1126 DESIGNATION - RV 89 FF1126 PID - FF1126 FF1126 STATE/COUNTY- AR/LAWRENCE FF1126 USGS QUAD - ALICIA (1980) FF1126 FF1126 *CURRENT SURVEY CONTROL FF1126 ___________________________________________________________________ FF1126* NAD 83(1986)- 35 59 29. (N) 091 00 54. (W) SCALED FF1126* NAVD 88 - 78.458 (meters) 257.41 (feet) ADJUSTED FF1126 ___________________________________________________________________ FF1126 GEOID HEIGHT- -27.92 (meters) GEOID99 FF1126 DYNAMIC HT - 78.393 (meters) 257.19 (feet) COMP FF1126 MODELED GRAV- 979,802.0 (mgal) NAVD 88 FF1126 FF1126 VERT ORDER - FIRST CLASS II FF1126 FF1126.The horizontal coordinates were scaled from a topographic map and have FF1126.an estimated accuracy of +/- 6 seconds. FF1126 FF1126.The orthometric height was determined by differential leveling FF1126.and adjusted by the National Geodetic Survey in June 1991. FF1126 FF1126.The geoid height was determined by GEOID99. FF1126 FF1126.The dynamic height is computed by dividing the NAVD 88 FF1126.geopotential number by the normal gravity value computed on the FF1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1126.degrees latitude (g = 980.6199 gals.). FF1126 FF1126.The modeled gravity was interpolated from observed gravity values. FF1126 FF1126; North East Units Estimated Accuracy FF1126;SPC AR N - 184,390. 488,820. MT (+/- 180 meters Scaled) FF1126 FF1126 SUPERSEDED SURVEY CONTROL FF1126 FF1126 NGVD 29 - 78.374 (m) 257.13 (f) ADJUSTED 1 2 FF1126 FF1126.Superseded values are not recommended for survey control. FF1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1126.See file dsdata.txt to determine how the superseded data were derived. FF1126 FF1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV789848(NAD 83) FF1126_MARKER: R = RIVET FF1126_SETTING: 30 = CULVERT FF1126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FF1126 FF1126 HISTORY - Date Condition Report By FF1126 HISTORY - UNK MONUMENTED MPRR FF1126 HISTORY - 1931 GOOD CGS FF1126 HISTORY - 20020926 MARK NOT FOUND USACE FF1126 FF1126 STATION DESCRIPTION FF1126 FF1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 FF1126'1.4 MI NE FROM MINTURN. FF1126'ABOUT 1.4 MILES NORTHEAST ALONG THE MISSOURI PACIFIC RAILROAD FF1126'FROM MINTURN, LAWRENCE COUNTY, OPPOSITE POLE 231+02, AND IN THE FF1126'CENTER OF THE EAST HEAD WALL OF A 2- BY 3-FOOT CONCRETE CULVERT FF1126'(FORMERLY BRIDGE 270.) A STANDARD MONEL-METAL RIVET. FF1126 FF1126 STATION RECOVERY (2002) FF1126 FF1126'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2002 (DLB) FF1126'MARK NOT FOUND.