1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 FF1628 *********************************************************************** FF1628 DESIGNATION - J 165 FF1628 PID - FF1628 FF1628 STATE/COUNTY- AR/INDEPENDENCE FF1628 USGS QUAD - SULPHUR ROCK (1989) FF1628 FF1628 *CURRENT SURVEY CONTROL FF1628 ___________________________________________________________________ FF1628* NAD 83(1997)- 35 48 36.09003(N) 091 36 12.72600(W) ADJUSTED FF1628* NAVD 88 - 118.360 (meters) 388.32 (feet) ADJUSTED FF1628 ___________________________________________________________________ FF1628 X - -144,909.735 (meters) COMP FF1628 Y - -5,176,406.106 (meters) COMP FF1628 Z - 3,711,170.890 (meters) COMP FF1628 LAPLACE CORR- -0.54 (seconds) DEFLEC99 FF1628 ELLIP HEIGHT- 90.71 (meters) (09/24/01) GPS OBS FF1628 GEOID HEIGHT- -27.63 (meters) GEOID03 FF1628 DYNAMIC HT - 118.258 (meters) 387.98 (feet) COMP FF1628 MODELED GRAV- 979,770.8 (mgal) NAVD 88 FF1628 FF1628 HORZ ORDER - FIRST FF1628 VERT ORDER - SECOND CLASS 0 FF1628 ELLP ORDER - FOURTH CLASS II FF1628 FF1628.The horizontal coordinates were established by GPS observations FF1628.and adjusted by the National Geodetic Survey in September 1999. FF1628 FF1628.The orthometric height was determined by differential leveling FF1628.and adjusted by the National Geodetic Survey in June 1991. FF1628 FF1628.The X, Y, and Z were computed from the position and the ellipsoidal ht. FF1628 FF1628.The Laplace correction was computed from DEFLEC99 derived deflections. FF1628 FF1628.The ellipsoidal height was determined by GPS observations FF1628.and is referenced to NAD 83. FF1628 FF1628.The geoid height was determined by GEOID03. FF1628 FF1628.The dynamic height is computed by dividing the NAVD 88 FF1628.geopotential number by the normal gravity value computed on the FF1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1628.degrees latitude (g = 980.6199 gals.). FF1628 FF1628.The modeled gravity was interpolated from observed gravity values. FF1628 FF1628; North East Units Scale Factor Converg. FF1628;SPC AR N - 163,899.630 435,830.170 MT 0.99994367 +0 13 50.5 FF1628;UTM 15 - 3,963,777.483 626,165.214 MT 0.99979614 +0 49 01.8 FF1628 FF1628! - Elev Factor x Scale Factor = Combined Factor FF1628!SPC AR N - 0.99998576 x 0.99994367 = 0.99992943 FF1628!UTM 15 - 0.99998576 x 0.99979614 = 0.99978191 FF1628 FF1628 SUPERSEDED SURVEY CONTROL FF1628 FF1628 ELLIP H (09/14/99) 90.73 (m) GP( ) 4 1 FF1628 NAD 83(1986)- 35 48 36.10130(N) 091 36 12.72723(W) AD( ) 1 FF1628 NGVD 29 (??/??/??) 118.291 (m) 388.09 (f) ADJUSTED 2 0 FF1628 FF1628.Superseded values are not recommended for survey control. FF1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1628.See file dsdata.txt to determine how the superseded data were derived. FF1628 FF1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV2616563777(NAD 83) FF1628_MARKER: DB = BENCH MARK DISK FF1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FF1628_STAMPING: J 165 1955 FF1628_MARK LOGO: CGS FF1628_MAGNETIC: N = NO MAGNETIC MATERIAL FF1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FF1628+STABILITY: SURFACE MOTION FF1628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1628+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004 FF1628 FF1628 HISTORY - Date Condition Report By FF1628 HISTORY - 1955 MONUMENTED CGS FF1628 HISTORY - 19900319 GOOD NGS FF1628 HISTORY - 20041210 GOOD ARHD FF1628 FF1628 STATION DESCRIPTION FF1628 FF1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 FF1628'4.4 MI NE FROM BATESVILLE. FF1628'0.75 MILE NORTHEAST ALONG EAST MAIN STREET FROM THE POST OFFICE FF1628'AT BATESVILLE, THENCE 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 11, FF1628'ON TOP OF A HILL, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE FF1628'HIGHWAY, 70 FEET NORTHEAST OF A TELEPHONE POLE, 147 FEET SOUTHWEST FF1628'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 3 FEET NORTHWEST OF A FF1628'FENCE, 3.4 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF FF1628'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND. FF1628 FF1628 STATION RECOVERY (1990) FF1628 FF1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 FF1628'STATION IS LOCATED ABOUT 14.9 KM (9.3 MI) SOUTH-SOUTHWEST OF CAVE FF1628'CITY, 6.4 KM (4.0 MI) NORTHEAST OF BATESVILLE, AND 5.4 KM (3.4 MI) FF1628'NORTHWEST OF MOOREFIELD. OWNERSHIP--ARKANSAS HIGHWAY AND FF1628'TRANSPORTATION DEPARTMENT. FF1628'TO REACH FROM THE JUNCTION OF U.S.HIGHWAY 167 AND STATE HIGHWAY 69 IN FF1628'BATESVILLE. GO NORTHEAST ON U.S.HIGHWAY 167 FOR 6.42 KM (3.99 MI) TO FF1628'THE STATION ON THE RIGHT AT MILE POST 4. FF1628'STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---J 165 1955---. SET FF1628'IN THE TOP OF A 30-CM ROUND CONCRETE POST THAT PROJECTS 38-CM ABOVE FF1628'THE GROUND. IT IS 21.4 M (70.2 FT) NORTHEAST OF UTILITY POLE NUMBER FF1628'2182N 50, 16.7 M (54.8 FT) SOUTHEAST OF THE CENTERLINE OF U.S.HIGHWAY FF1628'167, 14.7 M (48.2 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 12.4 M FF1628'(40.7 FT) NORTHEAST OF THE CENTER OF A DRIVEWAY, 7.5 M (24.6 FT) FF1628'SOUTHWEST OF UTILITY POLE NUMBER 67 51, 4.7 M (15.4 FT) WEST OF A FF1628'DOUBLE GAS PIPE, AND 0.6 M (2.0 FT) NORTHWEST OF A CARSONITE WITNESS FF1628'POST. FF1628'DESCRIBED BY E.J.HANSMANN. CHECKED BY R.D.BALL FF1628 FF1628 STATION RECOVERY (2004) FF1628 FF1628'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) FF1628'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 FF1613 *********************************************************************** FF1613 DESIGNATION - U 165 FF1613 PID - FF1613 FF1613 STATE/COUNTY- AR/INDEPENDENCE FF1613 USGS QUAD - CAVE CITY (1989) FF1613 FF1613 *CURRENT SURVEY CONTROL FF1613 ___________________________________________________________________ FF1613* NAD 83(1986)- 35 55 09. (N) 091 32 59. (W) SCALED FF1613* NAVD 88 - 178.932 (meters) 587.05 (feet) ADJUSTED FF1613 ___________________________________________________________________ FF1613 GEOID HEIGHT- -27.80 (meters) GEOID03 FF1613 DYNAMIC HT - 178.776 (meters) 586.53 (feet) COMP FF1613 MODELED GRAV- 979,755.8 (mgal) NAVD 88 FF1613 FF1613 VERT ORDER - SECOND CLASS 0 FF1613 FF1613.The horizontal coordinates were scaled from a topographic map and have FF1613.an estimated accuracy of +/- 6 seconds. FF1613 FF1613.The orthometric height was determined by differential leveling FF1613.and adjusted by the National Geodetic Survey in June 1991. FF1613 FF1613.The geoid height was determined by GEOID03. FF1613 FF1613.The dynamic height is computed by dividing the NAVD 88 FF1613.geopotential number by the normal gravity value computed on the FF1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1613.degrees latitude (g = 980.6199 gals.). FF1613 FF1613.The modeled gravity was interpolated from observed gravity values. FF1613 FF1613; North East Units Estimated Accuracy FF1613;SPC AR N - 176,030. 440,640. MT (+/- 180 meters Scaled) FF1613 FF1613 SUPERSEDED SURVEY CONTROL FF1613 FF1613 NGVD 29 (??/??/??) 178.855 (m) 586.79 (f) ADJUSTED 2 0 FF1613 FF1613.Superseded values are not recommended for survey control. FF1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1613.See file dsdata.txt to determine how the superseded data were derived. FF1613 FF1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308759(NAD 83) FF1613_MARKER: DB = BENCH MARK DISK FF1613_SETTING: 66 = SET IN ROCK OUTCROP FF1613_STAMPING: U 165 1955 FF1613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FF1613+STABILITY: POSITION/ELEVATION WELL FF1613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FF1613+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004 FF1613 FF1613 HISTORY - Date Condition Report By FF1613 HISTORY - 1955 MONUMENTED CGS FF1613 HISTORY - 20041210 GOOD ARHD FF1613 FF1613 STATION DESCRIPTION FF1613 FF1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 FF1613'1.6 MI S FROM CAVE CITY. FF1613'1.55 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT FF1613'CAVE CITY, 0.1 MILE SOUTHWEST OF A WHITE FARMHOUSE, 85 FEET WEST FF1613'OF THE CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER FF1613'LINE OF A PRIVATE WOODS ROAD LEADING WEST, 6.4 FEET NORTHWEST FF1613'OF A FENCE CORNER, 0.8 FOOT ABOVE THE GROUND, SET IN THE TOP OF FF1613'AN 8 X 10 FOOT LIMESTONE OUTCROP. FF1613 FF1613 STATION RECOVERY (2004) FF1613 FF1613'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) FF1613'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 3, 2005 FF1612 *********************************************************************** FF1612 DESIGNATION - V 165 FF1612 PID - FF1612 FF1612 STATE/COUNTY- AR/INDEPENDENCE FF1612 USGS QUAD - CAVE CITY (1989) FF1612 FF1612 *CURRENT SURVEY CONTROL FF1612 ___________________________________________________________________ FF1612* NAD 83(1986)- 35 55 32. (N) 091 32 59. (W) SCALED FF1612* NAVD 88 - 203.766 (meters) 668.52 (feet) ADJUSTED FF1612 ___________________________________________________________________ FF1612 GEOID HEIGHT- -27.81 (meters) GEOID03 FF1612 DYNAMIC HT - 203.588 (meters) 667.94 (feet) COMP FF1612 MODELED GRAV- 979,755.6 (mgal) NAVD 88 FF1612 FF1612 VERT ORDER - SECOND CLASS 0 FF1612 FF1612.The horizontal coordinates were scaled from a topographic map and have FF1612.an estimated accuracy of +/- 6 seconds. FF1612 FF1612.The orthometric height was determined by differential leveling FF1612.and adjusted by the National Geodetic Survey in June 1991. FF1612 FF1612.The geoid height was determined by GEOID03. FF1612 FF1612.The dynamic height is computed by dividing the NAVD 88 FF1612.geopotential number by the normal gravity value computed on the FF1612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FF1612.degrees latitude (g = 980.6199 gals.). FF1612 FF1612.The modeled gravity was interpolated from observed gravity values. FF1612 FF1612; North East Units Estimated Accuracy FF1612;SPC AR N - 176,740. 440,640. MT (+/- 180 meters Scaled) FF1612 FF1612 SUPERSEDED SURVEY CONTROL FF1612 FF1612 NGVD 29 (??/??/??) 203.689 (m) 668.27 (f) ADJUSTED 2 0 FF1612 FF1612.Superseded values are not recommended for survey control. FF1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FF1612.See file dsdata.txt to determine how the superseded data were derived. FF1612 FF1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXV308766(NAD 83) FF1612_MARKER: DB = BENCH MARK DISK FF1612_SETTING: 66 = SET IN ROCK OUTCROP FF1612_STAMPING: V 165 1955 FF1612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FF1612+STABILITY: POSITION/ELEVATION WELL FF1612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FF1612+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2004 FF1612 FF1612 HISTORY - Date Condition Report By FF1612 HISTORY - 1955 MONUMENTED CGS FF1612 HISTORY - 20041210 GOOD ARHD FF1612 FF1612 STATION DESCRIPTION FF1612 FF1612'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 FF1612'1.1 MI S FROM CAVE CITY. FF1612'1.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT FF1612'CAVE CITY, ON TOP OF A HILL, 53 FEET WEST OF THE CENTER LINE OF FF1612'THE HIGHWAY, 5 FEET EAST OF A ROW OF POWER POLES, 0.1 MILE NORTH FF1612'OF A JUNCTION WITH A DIRT ROAD LEADING WEST, 0.2 MILE SOUTH OF THE FF1612'TOP OF THE HILL, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A FF1612'5 X 9 FOOT LIMESTONE OUTCROP. FF1612 FF1612 STATION RECOVERY (2004) FF1612 FF1612'RECOVERY NOTE BY ARKANSAS HIGHWAY DEPARTMENT 2004 (VJB) FF1612'RECOVERED IN GOOD CONDITION.