1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0107 *********************************************************************** FG0107 DESIGNATION - K 69 FG0107 PID - FG0107 FG0107 STATE/COUNTY- AR/FAULKNER FG0107 USGS QUAD - VILONIA (1994) FG0107 FG0107 *CURRENT SURVEY CONTROL FG0107 ___________________________________________________________________ FG0107* NAD 83(1986)- 35 06 12. (N) 092 07 44. (W) SCALED FG0107* NAVD 88 - 96.515 (meters) 316.65 (feet) ADJUSTED FG0107 ___________________________________________________________________ FG0107 GEOID HEIGHT- -27.53 (meters) GEOID03 FG0107 DYNAMIC HT - 96.425 (meters) 316.35 (feet) COMP FG0107 MODELED GRAV- 979,702.8 (mgal) NAVD 88 FG0107 FG0107 VERT ORDER - SECOND CLASS 0 FG0107 FG0107.The horizontal coordinates were scaled from a topographic map and have FG0107.an estimated accuracy of +/- 6 seconds. FG0107 FG0107.The orthometric height was determined by differential leveling FG0107.and adjusted by the National Geodetic Survey in June 1991. FG0107 FG0107.The geoid height was determined by GEOID03. FG0107 FG0107.The dynamic height is computed by dividing the NAVD 88 FG0107.geopotential number by the normal gravity value computed on the FG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0107.degrees latitude (g = 980.6199 gals.). FG0107 FG0107.The modeled gravity was interpolated from observed gravity values. FG0107 FG0107; North East Units Estimated Accuracy FG0107;SPC AR N - 85,430. 388,250. MT (+/- 180 meters Scaled) FG0107 FG0107 SUPERSEDED SURVEY CONTROL FG0107 FG0107 NGVD 29 (??/??/92) 96.517 (m) 316.66 (f) ADJ UNCH 2 0 FG0107 FG0107.Superseded values are not recommended for survey control. FG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0107.See file dsdata.txt to determine how the superseded data were derived. FG0107 FG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU793848(NAD 83) FG0107_MARKER: DB = BENCH MARK DISK FG0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0107_STAMPING: K 69 1943 FG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0107+STABILITY: SURFACE MOTION FG0107 FG0107 HISTORY - Date Condition Report By FG0107 HISTORY - 1934 MONUMENTED CGS FG0107 HISTORY - 1940 GOOD NGS FG0107 HISTORY - 20050317 MARK NOT FOUND ARHD FG0107 FG0107 STATION DESCRIPTION FG0107 FG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940 FG0107'5.1 MI E FROM VILONIA. FG0107'5.1 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT FG0107'VILONIA, FAULKNER COUNTY, 26.9 FEET NORTHWEST OF THE NORTHWEST CORNER FG0107'OF THE FARMHOUSE OF E.F. GUNTER IN 1934, 41.3 FEET SOUTH OF THE FG0107'CENTERLINE OF THE HIGHWAY, 22.4 FEET SOUTH OF THE NORTHEAST CORNER OF FG0107'A FIELD FENCE AND THE EAST END OF A GATE, AND 0.8 FOOT WEST OF A FG0107'NORTH-AND-SOUTH FENCE. A STANDARD DISK, STAMPED K 69 1934 AND SET IN FG0107'THE TOP OF A CONCRETE POST. FG0107 FG0107 STATION RECOVERY (2005) FG0107 FG0107'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0107'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0108 *********************************************************************** FG0108 DESIGNATION - L 69 FG0108 PID - FG0108 FG0108 STATE/COUNTY- AR/FAULKNER FG0108 USGS QUAD - VILONIA (1994) FG0108 FG0108 *CURRENT SURVEY CONTROL FG0108 ___________________________________________________________________ FG0108* NAD 83(1986)- 35 05 36. (N) 092 09 39. (W) SCALED FG0108* NAVD 88 - 99.666 (meters) 326.99 (feet) ADJUSTED FG0108 ___________________________________________________________________ FG0108 GEOID HEIGHT- -27.55 (meters) GEOID03 FG0108 DYNAMIC HT - 99.573 (meters) 326.68 (feet) COMP FG0108 MODELED GRAV- 979,699.8 (mgal) NAVD 88 FG0108 FG0108 VERT ORDER - SECOND CLASS 0 FG0108 FG0108.The horizontal coordinates were scaled from a topographic map and have FG0108.an estimated accuracy of +/- 6 seconds. FG0108 FG0108.The orthometric height was determined by differential leveling FG0108.and adjusted by the National Geodetic Survey in June 1991. FG0108 FG0108.The geoid height was determined by GEOID03. FG0108 FG0108.The dynamic height is computed by dividing the NAVD 88 FG0108.geopotential number by the normal gravity value computed on the FG0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0108.degrees latitude (g = 980.6199 gals.). FG0108 FG0108.The modeled gravity was interpolated from observed gravity values. FG0108 FG0108; North East Units Estimated Accuracy FG0108;SPC AR N - 84,330. 385,340. MT (+/- 180 meters Scaled) FG0108 FG0108 SUPERSEDED SURVEY CONTROL FG0108 FG0108 NGVD 29 (??/??/92) 99.669 (m) 327.00 (f) ADJ UNCH 2 0 FG0108 FG0108.Superseded values are not recommended for survey control. FG0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0108.See file dsdata.txt to determine how the superseded data were derived. FG0108 FG0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU764837(NAD 83) FG0108_MARKER: DB = BENCH MARK DISK FG0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0108_STAMPING: L 69 1934 FG0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0108+STABILITY: SURFACE MOTION FG0108 FG0108 HISTORY - Date Condition Report By FG0108 HISTORY - 1934 MONUMENTED CGS FG0108 HISTORY - 1959 GOOD NGS FG0108 HISTORY - 20050217 MARK NOT FOUND ARHD FG0108 FG0108 STATION DESCRIPTION FG0108 FG0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FG0108'3.2 MI E FROM VILONIA. FG0108'3.2 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT FG0108'VILONIA, FAULKNER COUNTY, 105 FEET WEST OF THE NORTHWEST CORNER OF THE FG0108'FARMHOUSE OF G.I. KIRBY IN 1934, 36.4 FEET SOUTH OF THE CENTERLINE OF FG0108'THE HIGHWAY, 7.3 FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 4.5 FG0108'FEET WEST OF THE WEST END OF AN IRON GATE, AND 1.3 FEET NORTH OF A FG0108'FENCE PARALLELING THE HIGHWAY. A STANDARD DISK, STAMPED L 69 1934 AND FG0108'SET IN THE TOP OF A CONCRETE POST. FG0108 FG0108 STATION RECOVERY (2005) FG0108 FG0108'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0108'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0110 *********************************************************************** FG0110 DESIGNATION - N 69 FG0110 PID - FG0110 FG0110 STATE/COUNTY- AR/FAULKNER FG0110 USGS QUAD - VILONIA (1994) FG0110 FG0110 *CURRENT SURVEY CONTROL FG0110 ___________________________________________________________________ FG0110* NAD 83(1986)- 35 04 57. (N) 092 12 57. (W) SCALED FG0110* NAVD 88 - 102.861 (meters) 337.47 (feet) ADJUSTED FG0110 ___________________________________________________________________ FG0110 GEOID HEIGHT- -27.59 (meters) GEOID03 FG0110 DYNAMIC HT - 102.765 (meters) 337.15 (feet) COMP FG0110 MODELED GRAV- 979,700.8 (mgal) NAVD 88 FG0110 FG0110 VERT ORDER - SECOND CLASS 0 FG0110 FG0110.The horizontal coordinates were scaled from a topographic map and have FG0110.an estimated accuracy of +/- 6 seconds. FG0110 FG0110.The orthometric height was determined by differential leveling FG0110.and adjusted by the National Geodetic Survey in June 1991. FG0110 FG0110.The geoid height was determined by GEOID03. FG0110 FG0110.The dynamic height is computed by dividing the NAVD 88 FG0110.geopotential number by the normal gravity value computed on the FG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0110.degrees latitude (g = 980.6199 gals.). FG0110 FG0110.The modeled gravity was interpolated from observed gravity values. FG0110 FG0110; North East Units Estimated Accuracy FG0110;SPC AR N - 83,140. 380,320. MT (+/- 180 meters Scaled) FG0110 FG0110 SUPERSEDED SURVEY CONTROL FG0110 FG0110 NGVD 29 (??/??/92) 102.867 (m) 337.49 (f) ADJ UNCH 2 0 FG0110 FG0110.Superseded values are not recommended for survey control. FG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0110.See file dsdata.txt to determine how the superseded data were derived. FG0110 FG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU714824(NAD 83) FG0110_MARKER: DB = BENCH MARK DISK FG0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0110_STAMPING: N 69 1934 FG0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0110+STABILITY: SURFACE MOTION FG0110 FG0110 HISTORY - Date Condition Report By FG0110 HISTORY - 1934 MONUMENTED CGS FG0110 HISTORY - 1959 MARK NOT FOUND NGS FG0110 HISTORY - 20050317 MARK NOT FOUND ARHD FG0110 FG0110 STATION DESCRIPTION FG0110 FG0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 FG0110'IN VILONIA. FG0110'AT VILONIA, FAULKNER COUNTY, ON U.S. HIGHWAY 64, AT THE NAZARENE FG0110'CHURCH, ON THE WEST SIDE OF THE CHURCHYARD, 74.7 FEET WEST OF THE FG0110'NORTHWEST CORNER OF THE CHURCH BUILDING, 65.1 FEET SOUTH OF THE FG0110'CENTERLINE OF THE HIGHWAY, 26.4 FEET EAST OF THE NORTHWEST FENCE FG0110'CORNER, AND 1.7 FEET NORTH OF A FENCE PARALLELING THE HIGHWAY. A FG0110'STANDARD DISK, STAMPED N 69 1934 AND SET IN THE TOP OF A CONCRETE FG0110'POST. FG0110 FG0110 STATION RECOVERY (2005) FG0110 FG0110'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0110'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0112 *********************************************************************** FG0112 DESIGNATION - Q 69 FG0112 PID - FG0112 FG0112 STATE/COUNTY- AR/FAULKNER FG0112 USGS QUAD - HAMLET (1994) FG0112 FG0112 *CURRENT SURVEY CONTROL FG0112 ___________________________________________________________________ FG0112* NAD 83(1986)- 35 04 57. (N) 092 17 15. (W) SCALED FG0112* NAVD 88 - 95.709 (meters) 314.01 (feet) ADJUSTED FG0112 ___________________________________________________________________ FG0112 GEOID HEIGHT- -27.69 (meters) GEOID03 FG0112 DYNAMIC HT - 95.619 (meters) 313.71 (feet) COMP FG0112 MODELED GRAV- 979,697.4 (mgal) NAVD 88 FG0112 FG0112 VERT ORDER - SECOND CLASS 0 FG0112 FG0112.The horizontal coordinates were scaled from a topographic map and have FG0112.an estimated accuracy of +/- 6 seconds. FG0112 FG0112.The orthometric height was determined by differential leveling FG0112.and adjusted by the National Geodetic Survey in June 1991. FG0112 FG0112.The geoid height was determined by GEOID03. FG0112 FG0112.The dynamic height is computed by dividing the NAVD 88 FG0112.geopotential number by the normal gravity value computed on the FG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0112.degrees latitude (g = 980.6199 gals.). FG0112 FG0112.The modeled gravity was interpolated from observed gravity values. FG0112 FG0112; North East Units Estimated Accuracy FG0112;SPC AR N - 83,150. 373,780. MT (+/- 180 meters Scaled) FG0112 FG0112 SUPERSEDED SURVEY CONTROL FG0112 FG0112 NGVD 29 (??/??/92) 95.717 (m) 314.03 (f) ADJ UNCH 2 0 FG0112 FG0112.Superseded values are not recommended for survey control. FG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0112.See file dsdata.txt to determine how the superseded data were derived. FG0112 FG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU649824(NAD 83) FG0112_MARKER: DB = BENCH MARK DISK FG0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0112_STAMPING: Q 69 1934 FG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0112+STABILITY: SURFACE MOTION FG0112 FG0112 HISTORY - Date Condition Report By FG0112 HISTORY - 1934 MONUMENTED CGS FG0112 HISTORY - 1962 GOOD NGS FG0112 HISTORY - 1987 MARK NOT FOUND USPSQD FG0112 HISTORY - 20050317 MARK NOT FOUND ARHD FG0112 FG0112 STATION DESCRIPTION FG0112 FG0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FG0112'4.1 MI W FROM VILONIA. FG0112'4.1 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE NAZARENE CHURCH AT FG0112'VILONIA, 48 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET FG0112'NORTHEAST OF AN ENTRANCE ROAD, ABOUT 15 FEET EAST OF A 20-INCH OAK FG0112'TREE, 3 FEET NORTHWEST OF A METAL WITNESS POST, AND 1 1/2 FEET NORTH FG0112'OF A SINGLE-STRAND ELECTRIC FENCE, SET IN THE TOP OF A SQUARE CONCRETE FG0112'POST WHICH PROJECTS 4 INCHES. FG0112 FG0112 STATION RECOVERY (1987) FG0112 FG0112'RECOVERY NOTE BY US POWER SQUADRON 1987 (TWS) FG0112'MARK NOT FOUND. FG0112 FG0112 STATION RECOVERY (2005) FG0112 FG0112'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0112'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0114 *********************************************************************** FG0114 DESIGNATION - S 69 FG0114 PID - FG0114 FG0114 STATE/COUNTY- AR/FAULKNER FG0114 USGS QUAD - HAMLET (1994) FG0114 FG0114 *CURRENT SURVEY CONTROL FG0114 ___________________________________________________________________ FG0114* NAD 83(1986)- 35 05 07. (N) 092 20 07. (W) SCALED FG0114* NAVD 88 - 97.748 (meters) 320.69 (feet) ADJUSTED FG0114 ___________________________________________________________________ FG0114 GEOID HEIGHT- -27.77 (meters) GEOID03 FG0114 DYNAMIC HT - 97.656 (meters) 320.39 (feet) COMP FG0114 MODELED GRAV- 979,695.6 (mgal) NAVD 88 FG0114 FG0114 VERT ORDER - SECOND CLASS 0 FG0114 FG0114.The horizontal coordinates were scaled from a topographic map and have FG0114.an estimated accuracy of +/- 6 seconds. FG0114 FG0114.The orthometric height was determined by differential leveling FG0114.and adjusted by the National Geodetic Survey in June 1991. FG0114 FG0114.The geoid height was determined by GEOID03. FG0114 FG0114.The dynamic height is computed by dividing the NAVD 88 FG0114.geopotential number by the normal gravity value computed on the FG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0114.degrees latitude (g = 980.6199 gals.). FG0114 FG0114.The modeled gravity was interpolated from observed gravity values. FG0114 FG0114; North East Units Estimated Accuracy FG0114;SPC AR N - 83,470. 369,430. MT (+/- 180 meters Scaled) FG0114 FG0114 SUPERSEDED SURVEY CONTROL FG0114 FG0114 NGVD 29 (??/??/92) 97.767 (m) 320.76 (f) ADJ UNCH 2 0 FG0114 FG0114.Superseded values are not recommended for survey control. FG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0114.See file dsdata.txt to determine how the superseded data were derived. FG0114 FG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU605827(NAD 83) FG0114_MARKER: DB = BENCH MARK DISK FG0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0114_STAMPING: S 69 1934 FG0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0114+STABILITY: SURFACE MOTION FG0114 FG0114 HISTORY - Date Condition Report By FG0114 HISTORY - 1934 MONUMENTED CGS FG0114 HISTORY - 1960 MARK NOT FOUND NGS FG0114 HISTORY - 20050317 MARK NOT FOUND ARHD FG0114 FG0114 STATION DESCRIPTION FG0114 FG0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 FG0114'6.0 MI E FROM CONWAY. FG0114'6.0 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI PACIFIC FG0114'RAILROAD STATION AT CONWAY, FAULKNER COUNTY, 180 FEET SOUTH OF THE FG0114'SOUTHEAST CORNER OF GRAHAMS CHAPEL, 89 FEET NORTHWEST OF THE NORTHWEST FG0114'CORNER OF THE FARMHOUSE OF T. FULMER IN 1934, 47.2 FEET SOUTH OF THE FG0114'CENTERLINE OF THE HIGHWAY, 5.2 FEET NORTHWEST OF THE NORTHEAST CORNER FG0114'OF A FIELD FENCE AND A 14-INCH OAK TREE, AND 1.7 FEET NORTH OF A FENCE FG0114'PARALLELING THE HIGHWAY. A STANDARD DISK, STAMPED S 69 1934 AND SET FG0114'IN THE TOP OF A CONCRETE POST. FG0114 FG0114 STATION RECOVERY (2005) FG0114 FG0114'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0114'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG1704 *********************************************************************** FG1704 DESIGNATION - SALTILLO FG1704 PID - FG1704 FG1704 STATE/COUNTY- AR/FAULKNER FG1704 USGS QUAD - HAMLET (1994) FG1704 FG1704 *CURRENT SURVEY CONTROL FG1704 ___________________________________________________________________ FG1704* NAD 83(1997)- 35 00 14.10665(N) 092 18 11.65439(W) ADJUSTED FG1704* NAVD 88 - 233.7 (meters) 767. (feet) VERTCON FG1704 ___________________________________________________________________ FG1704 X - -210,198.466 (meters) COMP FG1704 Y - -5,226,120.987 (meters) COMP FG1704 Z - 3,638,341.333 (meters) COMP FG1704 LAPLACE CORR- 2.11 (seconds) DEFLEC99 FG1704 ELLIP HEIGHT- 206.28 (meters) (09/24/01) GPS OBS FG1704 GEOID HEIGHT- -27.51 (meters) GEOID03 FG1704 FG1704 HORZ ORDER - FIRST FG1704 ELLP ORDER - FOURTH CLASS II FG1704 FG1704.The horizontal coordinates were established by classical geodetic methods FG1704.and adjusted by the National Geodetic Survey in September 1999. FG1704 FG1704.The NAVD 88 height was computed by applying the VERTCON shift value to FG1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FG1704 FG1704.The X, Y, and Z were computed from the position and the ellipsoidal ht. FG1704 FG1704.The Laplace correction was computed from DEFLEC99 derived deflections. FG1704 FG1704.The ellipsoidal height was determined by GPS observations FG1704.and is referenced to NAD 83. FG1704 FG1704.The geoid height was determined by GEOID03. FG1704 FG1704; North East Units Scale Factor Converg. FG1704;SPC AR N - 74,438.744 372,319.746 MT 0.99998687 -0 10 35.2 FG1704;UTM 15 - 3,873,699.375 563,578.256 MT 0.99964982 +0 23 58.9 FG1704 FG1704! - Elev Factor x Scale Factor = Combined Factor FG1704!SPC AR N - 0.99996762 x 0.99998687 = 0.99995449 FG1704!UTM 15 - 0.99996762 x 0.99964982 = 0.99961745 FG1704 FG1704: Primary Azimuth Mark Grid Az FG1704:SPC AR N - SALTILLO AZ MK 335 11 56.2 FG1704:UTM 15 - SALTILLO AZ MK 334 37 22.1 FG1704 FG1704|---------------------------------------------------------------------| FG1704| PID Reference Object Distance Geod. Az | FG1704| dddmmss.s | FG1704| FG1705 SALTILLO FOR COMM LOT T 18 2 8.745 METERS 09944 | FG1704| CI2268 SALTILLO RM 1 30.559 METERS 14614 | FG1704| CI2269 SALTILLO RM 2 16.575 METERS 25432 | FG1704| CI2267 SALTILLO AZ MK 3350121.0 | FG1704|---------------------------------------------------------------------| FG1704 FG1704 SUPERSEDED SURVEY CONTROL FG1704 FG1704 ELLIP H (09/14/99) 206.26 (m) GP( ) 4 1 FG1704 NAD 83(1986)- 35 00 14.12552(N) 092 18 11.64206(W) AD( ) 1 FG1704 NAD 27 - 35 00 13.81100(N) 092 18 11.09400(W) AD( ) 1 FG1704 NGVD 29 (11/13/90) 233.7 (m) 767. (f) GPS OBS FG1704 FG1704.Superseded values are not recommended for survey control. FG1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1704.See file dsdata.txt to determine how the superseded data were derived. FG1704 FG1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU6357873699(NAD 83) FG1704_MARKER: DS = TRIANGULATION STATION DISK FG1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG1704_SP_SET: CONCRETE POST FG1704_STAMPING: SALTILLO 1940 FG1704_MARK LOGO: CGS FG1704_MAGNETIC: N = NO MAGNETIC MATERIAL FG1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG1704+STABILITY: SURFACE MOTION FG1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG1704+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 FG1704 FG1704 HISTORY - Date Condition Report By FG1704 HISTORY - 1940 MONUMENTED CGS FG1704 HISTORY - 1940 GOOD CGS FG1704 HISTORY - 1967 GOOD CGS FG1704 HISTORY - 19890926 GOOD NGS FG1704 HISTORY - 19900420 GOOD FG1704 HISTORY - 20030402 GOOD INDIV FG1704 HISTORY - 20050317 GOOD ARHD FG1704 FG1704 STATION DESCRIPTION FG1704 FG1704'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (ANS) FG1704'STATION IS ABOUT 9-1/2 MILES SE OF CONWAY, 8 MILES NE OF FG1704'MAYFLOWER ON THE HIGHEST POINT OF A VERY PROMINENT TIMBERED FG1704'RIDGE THE HIGHEST IN THE VICINITY AND ABOUT 30 FEET W OF THE FG1704'SALTILLO STATE FIRE LOOKOUT TOWER. FG1704' FG1704'THE SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE FG1704'STANDARD DISKS SET IN CONCRETE. FG1704' FG1704'THE SURFACE MARK IS 23 FEET NW OF SW FOUNDATION PIER OF LOOKOUT FG1704'TOWER, 5.2 FEET E OF WHITE WITNESS POST. IT PROJECTS 6 INCHES FG1704'ABOVE THE GROUND AND IS STAMPED SALTILLO 1940. FG1704' FG1704'REFERENCE MARK NO. 1 IS 71 FEET S OF SE FOUNDATION PIER OF FG1704'LOOKOUT TOWER, 3 FEET LOWER THAN STATION MARK. IT PROJECTS FG1704'3 INCHES ABOVE GROUND AND IS STAMPED SALTILLO NO. 1 1940. FG1704' FG1704'REFERENCE MARK NO. 2 IS 70.5 FEET W OF SW FOUNDATION PIER, FG1704'1-1/2 FEET LOWER THAN STATION MARK. IT PROJECTS 3 INCHES FG1704'ABOVE GROUND AND IS STAMPED SALTILLO NO. 2 1940. FG1704' FG1704'THE AZIMUTH MARK IS 39 FEET SW OF ROAD, 4.3 FEET NE OF WHITE FG1704'WITNESS POST. IT PROJECTS 6 INCHES ABOVE GROUND AND IS FG1704'STAMPED SALTILLO 1940. FG1704' FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 65 AND 64 IN MIDTOWN FG1704'CONWAY, GO E 8.2 MILES ON U.S. HIGHWAY 64 TO JUNCTION WITH FG1704'STATE HIGHWAY 36, TURN RIGHT AND FOLLOW STATE HIGHWAY 36 S FG1704'4.25 MILES TO SALTILLO STORE ON RIGHT, CONTINUE STRAIGHT FG1704'AHEAD 0.75 MILE TO ROAD LEADING LEFT JUST N OF STEEL BRIDGE, FG1704'TURN LEFT AND FOLLOW MAIN ROAD 1.5 MILES TO AZIMUTH MARK ON FG1704'RIGHT, CONTINUE 2.6 MILES TO HIGHEST POINT OF RIDGE AND FG1704'STATION AT LOOKOUT TOWER. FG1704' FG1704'A 37-FOOT TOWER WILL CLEAR ALL LINES AT THIS STATION. FG1704 FG1704 STATION RECOVERY (1940) FG1704 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 FG1704'RECOVERED IN GOOD CONDITION. FG1704 FG1704 STATION RECOVERY (1967) FG1704 FG1704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS) FG1704'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. DUE FG1704'TO ROAD CHANGES FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. FG1704' FG1704'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF CONWAY, FG1704'8 MILES NORTHEAST OF MAYFLOWER, ON THE HIGHEST POINT OF A FG1704'PROMINENT TIMBERED RIDGE AND AT THE SITE OF THE SALTILLO FG1704'STATE FIRE TOWER. FG1704' FG1704'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 65 IN THE FG1704'EAST EDGE OF CONWAY, GO EAST ON U.S. HIGHWAY 64 FOR 8.0 FG1704'MILES TO THE JUNCTION OF STATE HIGHWAY 36. TURN RIGHT AND GO FG1704'SOUTH ON GRADED ROAD FOR 4.25 MILES TO A REVERSE FORK ON THE FG1704'RIGHT AND GRAHAMS GROCERY ON THE RIGHT. CONTINUE AHEAD AND GO FG1704'SOUTH ON GRADED ROAD FOR 0.75 MILE TO A SIDE ROAD LEFT, JUST FG1704'BEFORE REACHING A A SMALL BRIDGE. TURN LEFT AND GO EAST ON FG1704'GRADED ROAD FOR 1.05 MILES TO A SIDE ROAD LEFT. CONTINUE FG1704'AHEAD AND GO EAST FOR 0.2 MILE TO A FORK. TAKE THE RIGHT FG1704'FORK AND GO SOUTHEAST ON GRADED ROAD FOR 0.05 MILE TO THE FG1704'AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD AND GO SOUTHEAST FG1704'FOR 0.25 MILE TO A FORK. TAKE THE LEFT FORK AND GO EAST FG1704'ON FARM ROAD FOR 0.15 MILE TO A FORK. TAKE THE RIGHT FORK FG1704'AND GO SOUTHERLY ON WOODS ROAD FOR 1.5 MILES TO A FORK. TAKE FG1704'THE RIGHT FORK AND GO SOUTHWEST AND WEST ON WOODS ROAD FG1704'FOR 1.1 MILES TO THE HIGHEST POINT AND SITE OF THE OLD FG1704'LOOKOUT TOWER AND STATION. FG1704' FG1704'STATION MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 FG1704'INCHES. IT IS 17 FEET WEST-SOUTHWEST OF THE NORTHWEST CONCRETE FG1704'FOUNDATION OF THE LOOKOUT TOWER, 1 FOOT NORTH OF A METAL FG1704'WITNESS POST AND ON THE HIGHEST POINT OF THE RIDGE. FG1704' FG1704'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SALTILLO NO 1 1940, FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING FG1704'3 INCHES. IT IS 71 FEET SOUTH OF THE SOUTHEAST CONCRETE LEG FG1704'FOUNDATION OF THE LOOKOUT TOWER, 44 FEET SOUTH OF THE CENTER FG1704'OF A TRACK ROAD, 1 FOOT WEST OF A METAL WITNESS POST AND ABOUT FG1704'3 FEET LOWER THAN THE STATION. FG1704' FG1704'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SALTILLO NO 2 1940, FG1704'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING FG1704'2 INCHES. IT IS 72 FEET WEST-SOUTHWEST OF THE NORTHWEST LEG FG1704'FOUNDATION OF THE OLD LOOKOUT TOWER, 83 FEET NORTH OF THE CENTER FG1704'OF A TRACK ROAD, 1 FOOT SOUTH OF A METAL WITNESS POST AND ABOUT FG1704'1 FOOT LOWER THAN THE STATION. FG1704' FG1704'AZIMUTH MARK IS A STANDARD DISK, STAMPED SALTILLO 1940, SET FG1704'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST PROJECTING 2 FG1704'INCHES. IT IS 37 FEET SOUTHWEST OF THE CENTER OF A GRADED FG1704'ROAD AND 1 FOOT SOUTHEAST OF A METAL WITNESS POST. FG1704 FG1704 STATION RECOVERY (1989) FG1704 FG1704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 FG1704'STATION MARK WAS RECOVERED IN GOOD CONDITION. OTHER MARKS NOT FG1704'SEARCHED FOR. STATION IS LOCATED ABOUT 12 KM (7.5 MI) SOUTHEAST OF FG1704'CONWAY, 11 KM (6.8 MI) SOUTHWEST OF VILONIA, ON WILSON HILL, AN FG1704'EAST-WEST RANGE, ALONG A DIRT ROAD, IN A NARROW STRIP BETWEEN ROAD FG1704'AND EDGE OF A HILL. OWNERSHIP--STATE DEPARTMENT OF FORESTRY. FG1704'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 40 AND US HIGHWAY 64 FG1704'(EXIT 127) ON THE EAST SIDE OF CONWAY. GO EAST ON HIGHWAY 64 FOR FG1704'10.98 KM (6.82 MI) TO ITS JUNCTION WITH STATE HIGHWAY 36 ON THE LEFT, FG1704'JUST PAST THE BRIDGE OVER PALARM CREEK. TURN RIGHT, SOUTH, ON A FG1704'PAVED ROAD FOR 1.77 KM (1.10 MI) TO A FORK. BEAR RIGHT, SOUTHWEST, FG1704'ON DIRT ROAD FOR 0.71 KM (0.44 MI) TO A FORK. BEAR LEFT, SOUTH, MAIN FG1704'ROAD, ON DIRT, THEN PAVED ROAD FOR 3.96 KM (2.46 MI) TO A REVERSE FG1704'FORK RIGHT AT STORE ON THE RIGHT. BEAR LEFT, AHEAD, SOUTHWESTERLY, FG1704'ON PAVED ROAD FOR 1.13 KM (0.70 MI) TO A DIRT ROAD LEFT. TURN LEFT, FG1704'EAST, FOR 1.58 KM (0.98 MI) TO A ROAD LEFT. CONTINUE AHEAD, EAST, FOR FG1704'0.30 KM (0.19 MI) TO A FORK. BEAR RIGHT, SOUTHEAST, FOR 1.23 KM FG1704'(0.76 MI) TO A ROAD LEFT, UPHILL. CONTINUE AHEAD, SOUTHERLY, FOR 0.13 FG1704'KM (0.08 MI) TO A FORK. BEAR RIGHT, SOUTH, THEN WEST, ON MAIN DIRT FG1704'ROAD FOR 0.33 KM (0.21 MI) TO A ROAD LEFT ON TOP OF A LOW RISE. FG1704'CONTINUE AHEAD, WEST, FOR 1.19 KM (0.74 MI) TO A CROSSROAD AT TOP OF FG1704'A LOW RISE. TURN LEFT, SOUTH, UPGRADE, FOR 1.20 KM (0.75 MI) TO A FG1704'FORK ON TOP OF RIDGE. BEAR LEFT, NORTHEAST, ON A SECONDARY ROAD FOR FG1704'0.47 KM (0.29 MI) TO STATION ON THE LEFT AT WEST END OF HIGH GROUND FG1704'AREA. FG1704'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST FG1704'(NORTHEAST CORNER MISSING) PROJECTING 5 CM. IT IS 8.2 M (26.9 FT) FG1704'NORTH OF, AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 0.4 M FG1704'(1.3 FT) EAST OF A FIBERGLASS WITNESS POST, 6.0 M (19.7 FT) FG1704'WEST-NORTHWEST OF NORTHWEST CONCRETE BASE OF LOOKOUT TOWER, 30.1 M FG1704'(98.8 FT) NORTHEAST OF A UTILITY POLE AT TELEPHONE PEDESTAL SS, AND FG1704'41.5 M (136.2 FT) (MEASURED ALONG THE ROAD CENTER), WEST OF CENTER OF FG1704'A DOUBLE METAL GATE ON SOUTH SIDE OF THE ROAD. FG1704'NOTE--WATCH OUT FOR THE SNAKES. FG1704 FG1704 STATION RECOVERY (1990) FG1704 FG1704'RECOVERED 1990 FG1704'RECOVERED IN GOOD CONDITION. FG1704 FG1704 STATION RECOVERY (2003) FG1704 FG1704'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DMB) FG1704'RECOVERED IN GOOD CONDITION. FG1704 FG1704 STATION RECOVERY (2005) FG1704 FG1704'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG1704'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG1514 *********************************************************************** FG1514 DESIGNATION - U 69 RESET FG1514 PID - FG1514 FG1514 STATE/COUNTY- AR/FAULKNER FG1514 USGS QUAD - CONWAY (1994) FG1514 FG1514 *CURRENT SURVEY CONTROL FG1514 ___________________________________________________________________ FG1514* NAD 83(1986)- 35 05 27. (N) 092 23 41. (W) SCALED FG1514* NAVD 88 - 90.26 (+/-2cm) 296.1 (feet) VERTCON FG1514 ___________________________________________________________________ FG1514 GEOID HEIGHT- -27.87 (meters) GEOID03 FG1514 FG1514 VERT ORDER - THIRD (See Below) FG1514 FG1514.The horizontal coordinates were scaled from a topographic map and have FG1514.an estimated accuracy of +/- 6 seconds. FG1514 FG1514.The NAVD 88 height was computed by applying the VERTCON shift value to FG1514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FG1514.The vertical order pertains to the NGVD 29 superseded value. FG1514 FG1514.The geoid height was determined by GEOID03. FG1514 FG1514; North East Units Estimated Accuracy FG1514;SPC AR N - 84,110. 364,010. MT (+/- 180 meters Scaled) FG1514 FG1514 SUPERSEDED SURVEY CONTROL FG1514 FG1514 NGVD 29 (08/21/02) 90.28 (m) 296.2 (f) RESET 3 FG1514 FG1514.Superseded values are not recommended for survey control. FG1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG1514.See file dsdata.txt to determine how the superseded data were derived. FG1514 FG1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU551832(NAD 83) FG1514_MARKER: DB = BENCH MARK DISK FG1514_SETTING: 36 = SET IN A MASSIVE STRUCTURE FG1514_SP_SET: BRIDGE CURB FG1514_STAMPING: U 69 RESET 1978 FG1514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG1514 FG1514 HISTORY - Date Condition Report By FG1514 HISTORY - 1978 MONUMENTED LOCENG FG1514 HISTORY - 20050317 MARK NOT FOUND ARHD FG1514 FG1514 STATION DESCRIPTION FG1514 FG1514'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 FG1514'2.65 MI EAST FROM CONWAY. FG1514'2.65 MILES EAST ALONG U.S. HIGHWAY 64 FROM THE MISSOURI-PACIFIC FG1514'RAILROAD STATION IN CONWAY, 1650 FEET EAST OF THE INTERSECTION OF FG1514'ARKANSAS HIGHWAY 286 AND U.S. HIGHWAY 64 AND THE NORTH CURB AT FG1514'EAST END OF U.S. HIGHWAY 64 OVER GOLD CREEK. FG1514 FG1514 STATION RECOVERY (2005) FG1514 FG1514'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG1514'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 FG0124 *********************************************************************** FG0124 DESIGNATION - WRB FG0124 PID - FG0124 FG0124 STATE/COUNTY- AR/FAULKNER FG0124 USGS QUAD - HOLLAND (1994) FG0124 FG0124 *CURRENT SURVEY CONTROL FG0124 ___________________________________________________________________ FG0124* NAD 83(1986)- 35 07 31. (N) 092 17 02. (W) SCALED FG0124* NAVD 88 - 125.550 (meters) 411.91 (feet) ADJUSTED FG0124 ___________________________________________________________________ FG0124 GEOID HEIGHT- -27.76 (meters) GEOID03 FG0124 DYNAMIC HT - 125.433 (meters) 411.52 (feet) COMP FG0124 MODELED GRAV- 979,698.1 (mgal) NAVD 88 FG0124 FG0124 VERT ORDER - SECOND CLASS 0 FG0124 FG0124.The horizontal coordinates were scaled from a topographic map and have FG0124.an estimated accuracy of +/- 6 seconds. FG0124 FG0124.The orthometric height was determined by differential leveling FG0124.and adjusted by the National Geodetic Survey in June 1991. FG0124 FG0124.The geoid height was determined by GEOID03. FG0124 FG0124.The dynamic height is computed by dividing the NAVD 88 FG0124.geopotential number by the normal gravity value computed on the FG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0124.degrees latitude (g = 980.6199 gals.). FG0124 FG0124.The modeled gravity was interpolated from observed gravity values. FG0124 FG0124; North East Units Estimated Accuracy FG0124;SPC AR N - 87,900. 374,130. MT (+/- 180 meters Scaled) FG0124 FG0124 SUPERSEDED SURVEY CONTROL FG0124 FG0124 NGVD 29 (??/??/92) 125.547 (m) 411.90 (f) ADJ UNCH 2 0 FG0124 FG0124.Superseded values are not recommended for survey control. FG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0124.See file dsdata.txt to determine how the superseded data were derived. FG0124 FG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWU652871(NAD 83) FG0124_MARKER: DD = SURVEY DISK FG0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT FG0124_STAMPING: WRB 1936 FG0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0124+STABILITY: SURFACE MOTION FG0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FG0124+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 FG0124 FG0124 HISTORY - Date Condition Report By FG0124 HISTORY - 1936 MONUMENTED ARGS FG0124 HISTORY - 1962 GOOD NGS FG0124 HISTORY - 20050317 GOOD ARHD FG0124 FG0124 STATION DESCRIPTION FG0124 FG0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 FG0124'9.8 MI NW FROM VILONIA. FG0124'5.7 MILES WEST ALONG U.S. HIGHWAY 64 FROM THE POST OFFICE AT VILONIA, FG0124'THENCE 4.1 MILES NORTH ALONG STATE HIGHWAY 36, 48 FEET WEST OF THE FG0124'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF A POWER POLE, 13 FEET FG0124'WEST OF A METAL WITNESS POST, 4.4 FEET NORTH OF A FENCE, ABOUT 4 FEET FG0124'ABOVE THE LEVEL OF THE HIGHWAY, SET IN TOP OF A SQUARE CONCRETE POST FG0124'PROJECTING 4 INCHES ABOVE GROUND SURFACE. FG0124 FG0124 STATION RECOVERY (2005) FG0124 FG0124'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2005 (VJB) FG0124'RECOVERED IN GOOD CONDITION.