1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FG0257 *********************************************************************** FG0257 DESIGNATION - 40 BLS FG0257 PID - FG0257 FG0257 STATE/COUNTY- AR/WHITE FG0257 USGS QUAD - ROSE BUD (1994) FG0257 FG0257 *CURRENT SURVEY CONTROL FG0257 ___________________________________________________________________ FG0257* NAD 83(1986)- 35 20 09. (N) 092 05 49. (W) SCALED FG0257* NAVD 88 - 190.380 (meters) 624.61 (feet) ADJUSTED FG0257 ___________________________________________________________________ FG0257 GEOID HEIGHT- -27.57 (meters) GEOID03 FG0257 DYNAMIC HT - 190.203 (meters) 624.02 (feet) COMP FG0257 MODELED GRAV- 979,703.7 (mgal) NAVD 88 FG0257 FG0257 VERT ORDER - SECOND CLASS 0 FG0257 FG0257.The horizontal coordinates were scaled from a topographic map and have FG0257.an estimated accuracy of +/- 6 seconds. FG0257 FG0257.The orthometric height was determined by differential leveling FG0257.and adjusted by the National Geodetic Survey in June 1991. FG0257 FG0257.The geoid height was determined by GEOID03. FG0257 FG0257.The dynamic height is computed by dividing the NAVD 88 FG0257.geopotential number by the normal gravity value computed on the FG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0257.degrees latitude (g = 980.6199 gals.). FG0257 FG0257.The modeled gravity was interpolated from observed gravity values. FG0257 FG0257; North East Units Estimated Accuracy FG0257;SPC AR N - 111,220. 391,190. MT (+/- 180 meters Scaled) FG0257 FG0257 SUPERSEDED SURVEY CONTROL FG0257 FG0257 NGVD 29 (??/??/92) 190.339 (m) 624.47 (f) ADJ UNCH 2 0 FG0257 FG0257.Superseded values are not recommended for survey control. FG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0257.See file dsdata.txt to determine how the superseded data were derived. FG0257 FG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV820106(NAD 83) FG0257_MARKER: DB = BENCH MARK DISK FG0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FG0257_STAMPING: 40 BLS 1960 FG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FG0257+STABILITY: SURFACE MOTION FG0257 FG0257 HISTORY - Date Condition Report By FG0257 HISTORY - 1960 MONUMENTED USGS FG0257 HISTORY - 1967 GOOD NGS FG0257 HISTORY - 20041202 GOOD NGS FG0257 FG0257 STATION DESCRIPTION FG0257 FG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 FG0257'1.05 MI W FROM ROSE BUD. FG0257'IT IS 1.0 MILE WEST ALONG STATE HIGHWAY 36, AT THE JUNCTION OF STATE FG0257'HIGHWAY 36 AND 124, 150 FEET WEST OF THE CENTER OF THE JUNCTION, 41 FG0257'FEET SOUTH OF THE CENTER OF STATE HIGHWAY 124, 2.3 FEET SOUTH OF A FG0257'METAL WITNESS POST, 2 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET ABOVE FG0257'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A 6 INCH SQUARE FG0257'CONCRETE POST PROJECTING 2 INCHES. FG0257 FG0257 STATION RECOVERY (2004) FG0257 FG0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG0257'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FG0153 *********************************************************************** FG0153 DESIGNATION - A 208 FG0153 PID - FG0153 FG0153 STATE/COUNTY- AR/WHITE FG0153 USGS QUAD - ROSE BUD (1994) FG0153 FG0153 *CURRENT SURVEY CONTROL FG0153 ___________________________________________________________________ FG0153* NAD 83(1986)- 35 19 49. (N) 092 06 34. (W) SCALED FG0153* NAVD 88 - 179.791 (meters) 589.86 (feet) ADJUSTED FG0153 ___________________________________________________________________ FG0153 GEOID HEIGHT- -27.58 (meters) GEOID03 FG0153 DYNAMIC HT - 179.625 (meters) 589.32 (feet) COMP FG0153 MODELED GRAV- 979,705.2 (mgal) NAVD 88 FG0153 FG0153 VERT ORDER - SECOND CLASS 0 FG0153 FG0153.The horizontal coordinates were scaled from a topographic map and have FG0153.an estimated accuracy of +/- 6 seconds. FG0153 FG0153.The orthometric height was determined by differential leveling FG0153.and adjusted by the National Geodetic Survey in June 1991. FG0153 FG0153.The geoid height was determined by GEOID03. FG0153 FG0153.The dynamic height is computed by dividing the NAVD 88 FG0153.geopotential number by the normal gravity value computed on the FG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0153.degrees latitude (g = 980.6199 gals.). FG0153 FG0153.The modeled gravity was interpolated from observed gravity values. FG0153 FG0153; North East Units Estimated Accuracy FG0153;SPC AR N - 110,610. 390,050. MT (+/- 180 meters Scaled) FG0153 FG0153 SUPERSEDED SURVEY CONTROL FG0153 FG0153 NGVD 29 (??/??/92) 179.752 (m) 589.74 (f) ADJ UNCH 2 0 FG0153 FG0153.Superseded values are not recommended for survey control. FG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0153.See file dsdata.txt to determine how the superseded data were derived. FG0153 FG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV809100(NAD 83) FG0153_MARKER: DB = BENCH MARK DISK FG0153_SETTING: 30 = CURB FG0153_STAMPING: A 208 1962 FG0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FG0153 FG0153 HISTORY - Date Condition Report By FG0153 HISTORY - 1962 MONUMENTED CGS FG0153 HISTORY - 20041202 GOOD NGS FG0153 FG0153 STATION DESCRIPTION FG0153 FG0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 FG0153'1.85 MI SW FROM ROSE BUD. FG0153'1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE AT FG0153'ROSE BUD, 13.6 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.9 FEET FG0153'WEST OF THE EAST END OF A CONCRETE BRIDGE, ABOUT 1 FOOT ABOVE THE FG0153'LEVEL OF THE HIGHWAY, SET IN A DRILL HOLE IN THE CURBING. FG0153 FG0153 STATION RECOVERY (2004) FG0153 FG0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG0153'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FG0260 *********************************************************************** FG0260 DESIGNATION - W 206 FG0260 PID - FG0260 FG0260 STATE/COUNTY- AR/WHITE FG0260 USGS QUAD - ROSE BUD (1994) FG0260 FG0260 *CURRENT SURVEY CONTROL FG0260 ___________________________________________________________________ FG0260* NAD 83(1986)- 35 19 49. (N) 092 03 45. (W) SCALED FG0260* NAVD 88 - 214.038 (meters) 702.22 (feet) ADJUSTED FG0260 ___________________________________________________________________ FG0260 GEOID HEIGHT- -27.53 (meters) GEOID03 FG0260 DYNAMIC HT - 213.839 (meters) 701.57 (feet) COMP FG0260 MODELED GRAV- 979,699.5 (mgal) NAVD 88 FG0260 FG0260 VERT ORDER - SECOND CLASS 0 FG0260 FG0260.The horizontal coordinates were scaled from a topographic map and have FG0260.an estimated accuracy of +/- 6 seconds. FG0260 FG0260.The orthometric height was determined by differential leveling FG0260.and adjusted by the National Geodetic Survey in June 1991. FG0260 FG0260.The geoid height was determined by GEOID03. FG0260 FG0260.The dynamic height is computed by dividing the NAVD 88 FG0260.geopotential number by the normal gravity value computed on the FG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0260.degrees latitude (g = 980.6199 gals.). FG0260 FG0260.The modeled gravity was interpolated from observed gravity values. FG0260 FG0260; North East Units Estimated Accuracy FG0260;SPC AR N - 110,600. 394,320. MT (+/- 180 meters Scaled) FG0260 FG0260 SUPERSEDED SURVEY CONTROL FG0260 FG0260 NGVD 29 (??/??/92) 213.992 (m) 702.07 (f) ADJ UNCH 2 0 FG0260 FG0260.Superseded values are not recommended for survey control. FG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0260.See file dsdata.txt to determine how the superseded data were derived. FG0260 FG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV852100(NAD 83) FG0260_MARKER: DB = BENCH MARK DISK FG0260_SETTING: 30 = CULVERT FG0260_STAMPING: W 206 1962 FG0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FG0260 FG0260 HISTORY - Date Condition Report By FG0260 HISTORY - 1962 MONUMENTED CGS FG0260 HISTORY - 1967 GOOD NGS FG0260 HISTORY - 20041202 GOOD NGS FG0260 FG0260 STATION DESCRIPTION FG0260 FG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 FG0260'1.1 MI E FROM ROSE BUD. FG0260'IT IS 1.1 MILES EAST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN FG0260'ROSE BUD, 21 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1.4 FEET WEST OF FG0260'THE EAST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT AND CEMENTED FG0260'IN THE TOP OF THE CULVERT. FG0260 FG0260 STATION RECOVERY (2004) FG0260 FG0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG0260'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = FEBRUARY 8, 2005 FG0258 *********************************************************************** FG0258 DESIGNATION - Y 206 FG0258 PID - FG0258 FG0258 STATE/COUNTY- AR/WHITE FG0258 USGS QUAD - ROSE BUD (1994) FG0258 FG0258 *CURRENT SURVEY CONTROL FG0258 ___________________________________________________________________ FG0258* NAD 83(1986)- 35 20 06. (N) 092 05 43. (W) SCALED FG0258* NAVD 88 - 179.761 (meters) 589.77 (feet) ADJUSTED FG0258 ___________________________________________________________________ FG0258 GEOID HEIGHT- -27.57 (meters) GEOID03 FG0258 DYNAMIC HT - 179.594 (meters) 589.22 (feet) COMP FG0258 MODELED GRAV- 979,703.5 (mgal) NAVD 88 FG0258 FG0258 VERT ORDER - SECOND CLASS 0 FG0258 FG0258.The horizontal coordinates were scaled from a topographic map and have FG0258.an estimated accuracy of +/- 6 seconds. FG0258 FG0258.The orthometric height was determined by differential leveling FG0258.and adjusted by the National Geodetic Survey in June 1991. FG0258 FG0258.The geoid height was determined by GEOID03. FG0258 FG0258.The dynamic height is computed by dividing the NAVD 88 FG0258.geopotential number by the normal gravity value computed on the FG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FG0258.degrees latitude (g = 980.6199 gals.). FG0258 FG0258.The modeled gravity was interpolated from observed gravity values. FG0258 FG0258; North East Units Estimated Accuracy FG0258;SPC AR N - 111,130. 391,340. MT (+/- 180 meters Scaled) FG0258 FG0258 SUPERSEDED SURVEY CONTROL FG0258 FG0258 NGVD 29 (??/??/92) 179.720 (m) 589.63 (f) ADJ UNCH 2 0 FG0258 FG0258.Superseded values are not recommended for survey control. FG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FG0258.See file dsdata.txt to determine how the superseded data were derived. FG0258 FG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWV822105(NAD 83) FG0258_MARKER: DB = BENCH MARK DISK FG0258_SETTING: 36 = BRIDGE FG0258_STAMPING: Y 206 1962 FG0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FG0258 FG0258 HISTORY - Date Condition Report By FG0258 HISTORY - 1962 MONUMENTED CGS FG0258 HISTORY - 1967 GOOD NGS FG0258 HISTORY - 20041202 GOOD NGS FG0258 FG0258 STATION DESCRIPTION FG0258 FG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 FG0258'0.9 MI W FROM ROSE BUD. FG0258'IT IS 0.9 MILE WEST ALONG STATE HIGHWAY 36 FROM THE POST OFFICE IN FG0258'ROSE BUD, AT THE WEST END OF THE BRIDGE OVER EAST CADRON CREEK, 13 FG0258'FEET NORTH OF THE CENTER OF THE HIGHWAY, 1.6 FEET EAST OF THE WEST END FG0258'OF THE BRIDGE AND CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH FG0258'HEADWALL OF THE WEST END OF THE BRIDGE. FG0258 FG0258 STATION RECOVERY (2004) FG0258 FG0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JBW) FG0258'RECOVERED IN GOOD CONDITION.