1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW0926 *********************************************************************** BW0926 DESIGNATION - 98 V 28 RESET BW0926 PID - BW0926 BW0926 STATE/COUNTY- MS/FRANKLIN BW0926 USGS QUAD - KNOXVILLE (1988) BW0926 BW0926 *CURRENT SURVEY CONTROL BW0926 ___________________________________________________________________ BW0926* NAD 83(1986)- 31 29 54. (N) 091 01 29. (W) SCALED BW0926* NAVD 88 - 123.20 (+/-2cm) 404.2 (feet) VERTCON BW0926 ___________________________________________________________________ BW0926 GEOID HEIGHT- -26.23 (meters) GEOID99 BW0926 BW0926 VERT ORDER - THIRD (See Below) BW0926 BW0926.The horizontal coordinates were scaled from a topographic map and have BW0926.an estimated accuracy of +/- 6 seconds. BW0926 BW0926.The NAVD 88 height was computed by applying the VERTCON shift value to BW0926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW0926.The vertical order pertains to the superseded datum. BW0926 BW0926.The geoid height was determined by GEOID99. BW0926 BW0926; North East Units Estimated Accuracy BW0926;SPC MS W - 221,730. 634,320. MT (+/- 180 meters Scaled) BW0926 BW0926 SUPERSEDED SURVEY CONTROL BW0926 BW0926 NGVD 29 - 123.21 (m) 404.2 (f) RESET 3 BW0926 BW0926.Superseded values are not recommended for survey control. BW0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW0926.See file dsdata.txt to determine how the superseded data were derived. BW0926 BW0926_MARKER: DB = BENCH MARK DISK BW0926_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED BW0926+WITH SETTING: INTO GROUND BW0926_STAMPING: 98V 28 RESET 1976 BW0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW0926+STABILITY: SURFACE MOTION BW0926 BW0926 HISTORY - Date Condition Report By BW0926 HISTORY - 1976 MONUMENTED NGS BW0926 BW0926 STATION DESCRIPTION BW0926 BW0926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 BW0926'2.5 MI SE FROM ROXIE. BW0926'0.05 MILE NORTH ALONG EAST BOULEVARD FROM THE POST OFFICE IN ROXIE, BW0926'THENCE EAST ALONG THIRD STREET FOR 0.15 MILE TO THE INTERSECTION OF BW0926'U.S. HIGHWAYS 84 AND 98, THENCE SOUTHEAST AND EAST ALONG U.S. HIGHWAYS BW0926'84 AND 98 FOR 2.5 MILES TO THE MARK ON THE RIGHT, 129 FEET BW0926'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF MR. SMITHS HOUSE, 92 FEET BW0926'SOUTH OF THE CENTER OF THE EAST-BOUND LANE OF HIGHWAY, 36 FEET EAST OF BW0926'THE CENTER OF GRAVEL DRIVEWAY, 13.5 FEET WEST OF A 12 INCH PINE TREE, BW0926'2 FEET EAST OF A POWER POLE AND 0.5 FOOT EAST OF A METAL WITNESS POST BW0926'AND SIGN. A STANDARD NGS DISK CRIMPED TO THE TOP OF A 4 FOOT COPPER BW0926'COATED ROD WITH BASEPLATE AND COLLAR, SET FLUSH WITH THE SURFACE OF BW0926'THE GROUND. SECTION 13, T 6N, R 2E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW0868 *********************************************************************** BW0868 DESIGNATION - D 21 RESET 1941 BW0868 PID - BW0868 BW0868 STATE/COUNTY- MS/FRANKLIN BW0868 USGS QUAD - CRANFIELD (1988) BW0868 BW0868 *CURRENT SURVEY CONTROL BW0868 ___________________________________________________________________ BW0868* NAD 83(1986)- 31 32 41. (N) 091 08 19. (W) SCALED BW0868* NAVD 88 - 117.03 (+/-2cm) 384.0 (feet) VERTCON BW0868 ___________________________________________________________________ BW0868 GEOID HEIGHT- -26.21 (meters) GEOID99 BW0868 BW0868 VERT ORDER - THIRD (See Below) BW0868 BW0868.The horizontal coordinates were scaled from a topographic map and have BW0868.an estimated accuracy of +/- 6 seconds. BW0868 BW0868.The NAVD 88 height was computed by applying the VERTCON shift value to BW0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW0868.The vertical order pertains to the superseded datum. BW0868 BW0868.The geoid height was determined by GEOID99. BW0868 BW0868; North East Units Estimated Accuracy BW0868;SPC MS W - 226,950. 623,540. MT (+/- 180 meters Scaled) BW0868 BW0868 SUPERSEDED SURVEY CONTROL BW0868 BW0868 NGVD 29 - 117.03 (m) 384.0 (f) RESET 3 BW0868 BW0868.Superseded values are not recommended for survey control. BW0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW0868.See file dsdata.txt to determine how the superseded data were derived. BW0868 BW0868_MARKER: DD = SURVEY DISK BW0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW0868_STAMPING: D 21 RESET 1941 BW0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW0868+STABILITY: SURFACE MOTION BW0868 BW0868 HISTORY - Date Condition Report By BW0868 HISTORY - 1941 MONUMENTED MCRR BW0868 HISTORY - 1968 MARK NOT FOUND MSHD BW0868 BW0868 STATION DESCRIPTION BW0868 BW0868'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 BW0868'5.6 MI W FROM ROXIE. BW0868'THE MARK IS LOCATED 5.6 MILES WEST ALONG THE MISSISSIPPI CENTRAL BW0868'RAILROAD FROM THE STATION AT ROXIE, FRANKLIN COUNTY, 4.0 MILES EAST OF BW0868'CRANFIELD, ADAMS COUNTY, BETWEEN MILE POSTS 131 AND 132, 71 FEET EAST BW0868'ALONG THE TRACK FROM THE CENTER OF A GATE TO A HOUSE, 53 FEET WEST OF BW0868'THE FACE OF THE PARAPET OF THE WEST ABUTMENT OF FILLED BRIDGE 131.6 BW0868'AND 26.7 FEET SOUTH OF THE CENTER LINE OF THE MAIN TRACK. A STANDARD BW0868'DISK, STAMPED D 21 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW0416 *********************************************************************** BW0416 DESIGNATION - OWEN AZ MK 2 BW0416 PID - BW0416 BW0416 STATE/COUNTY- MS/FRANKLIN BW0416 USGS QUAD - MEADVILLE (1988) BW0416 BW0416 *CURRENT SURVEY CONTROL BW0416 ___________________________________________________________________ BW0416* NAD 83(1993)- 31 28 24.00425(N) 090 57 51.17995(W) ADJUSTED BW0416* NAVD 88 - 98.55 (+/-2cm) 323.3 (feet) VERTCON BW0416 ___________________________________________________________________ BW0416 LAPLACE CORR- 0.50 (seconds) DEFLEC99 BW0416 GEOID HEIGHT- -26.25 (meters) GEOID99 BW0416 BW0416 HORZ ORDER - THIRD BW0416 VERT ORDER - THIRD (See Below) BW0416 BW0416.The horizontal coordinates were established by classical geodetic methods BW0416.and adjusted by the National Geodetic Survey in May 1994. BW0416.No horizontal observational check was made to the station. BW0416 BW0416.The NAVD 88 height was computed by applying the VERTCON shift value to BW0416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW0416.The vertical order pertains to the superseded datum. BW0416 BW0416.The Laplace correction was computed from DEFLEC99 derived deflections. BW0416 BW0416.The geoid height was determined by GEOID99. BW0416 BW0416; North East Units Scale Converg. BW0416;SPC MS W - 218,926.710 640,050.059 MT 0.99999431 -0 19 45.8 BW0416;UTM 15 - 3,483,855.555 693,400.278 MT 1.00006135 +1 03 47.6 BW0416 BW0416: Primary Azimuth Mark Grid Az BW0416:SPC MS W - OWEN AZ MK 082 52 46.2 BW0416:UTM 15 - OWEN AZ MK 081 29 12.8 BW0416 BW0416|---------------------------------------------------------------------| BW0416| PID Reference Object Distance Geod. Az | BW0416| dddmmss.s | BW0416| CY4381 OWEN AZ MK 0823300.4 | BW0416| BW0409 SUFFOLK 56.496 METERS 35439 | BW0416|---------------------------------------------------------------------| BW0416 BW0416 SUPERSEDED SURVEY CONTROL BW0416 BW0416 NAD 83(1986)- 31 28 24.02039(N) 090 57 51.17509(W) AD( ) 3 BW0416 NGVD 29 - 98.56 (m) 323.4 (f) RESET 3 BW0416 BW0416.Superseded values are not recommended for survey control. BW0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW0416.See file dsdata.txt to determine how the superseded data were derived. BW0416 BW0416_MARKER: DZ = AZIMUTH MARK DISK BW0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW0416_STAMPING: OWEN 1949 1976 BW0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW0416+STABILITY: SURFACE MOTION BW0416 BW0416 HISTORY - Date Condition Report By BW0416 HISTORY - 1976 MONUMENTED NGS BW0416 HISTORY - 1976 GOOD NGS BW0416 BW0416 STATION DESCRIPTION BW0416 BW0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN) BW0416'TO REACH FROM THE FRANKLIN COUNTY COURTHOUSE IN MEADVILLE GO WEST BW0416'ON U.S. HIGHWAY 84 AND 98 FOR 4.4 MILES TO A WOODS ROAD ON RIGHT AND BW0416'AZIMUTH MARK ON LEFT. BW0416' BW0416'THE AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY AZIMUTH BW0416'MARK DISK, STAMPED OWEN 1949 1976 SET IN TOP OF A ROUND CONCRETE BW0416'POST WITH IRON ROD, FLUSH WITH THE SURFACE OF THE GROUND. IT IS BW0416'138 FEET EAST OF THE CENTER OF A PAVED SIDE ROAD LEADING SOUTH, 52 BW0416'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 84, BW0416'16 FEET WEST OF A CONCRETE RIGHT OF WAY MARKER AND 1 FOOT WEST BW0416'OF A METAL WITNESS POST AND SIGN. BW0416 BW0416 STATION RECOVERY (1976) BW0416 BW0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 BW0416'4.3 MI W FROM MEADVILLE. BW0416'4.3 MILES WEST ALONG U.S. HIGHWAYS 84 AND 98 FROM THE FRANKLIN COUNTY BW0416'COURTHOUSE IN MEADVILLE TO MARK ON LEFT, 138 FEET EAST OF THE CENTER BW0416'OF A PAVED SIDE ROAD LEADING SOUTH, 52 FEET SOUTH OF THE CENTER OF THE BW0416'EAST-BOUND LANE OF U.S. HIGHWAYS 84 AND 98, 16 FEET WEST OF A CONCRETE BW0416'RIGHT-OF-WAY MARKER, 1 FOOT WEST OF A METAL WITNESS POST AND SIGN AND BW0416'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE SURFACE OF THE BW0416'GROUND. NE 1/4 SECTION 33, T 6N, R 2E. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW1898 *********************************************************************** BW1898 FBN - This is a Federal Base Network Control Station. BW1898 DESIGNATION - ROXIE 2 BW1898 PID - BW1898 BW1898 STATE/COUNTY- MS/FRANKLIN BW1898 USGS QUAD - ROXIE (1988) BW1898 BW1898 *CURRENT SURVEY CONTROL BW1898 ___________________________________________________________________ BW1898* NAD 83(1993)- 31 30 44.54618(N) 091 04 48.08875(W) ADJUSTED BW1898* NAVD 88 - 94.16 (meters) 308.9 (feet) RESET BW1898 ___________________________________________________________________ BW1898 X - -102,586.350 (meters) COMP BW1898 Y - -5,441,606.070 (meters) COMP BW1898 Z - 3,314,492.258 (meters) COMP BW1898 LAPLACE CORR- 0.47 (seconds) DEFLEC99 BW1898 ELLIP HEIGHT- 67.91 (meters) GPS OBS BW1898 GEOID HEIGHT- -26.24 (meters) GEOID99 BW1898 BW1898 HORZ ORDER - B BW1898 VERT ORDER - THIRD BW1898 ELLP ORDER - THIRD CLASS I BW1898 BW1898.The horizontal coordinates were established by GPS observations BW1898.and adjusted by the National Geodetic Survey in January 1994. BW1898 BW1898.The orthometric height was computed from unverified reset data. BW1898.WARNING-GPS observations at this control monument resulted in a GPS BW1898.derived orthometric height which differed from the leveled height by BW1898.more than one decimeter (0.1 meter). BW1898 BW1898.The X, Y, and Z were computed from the position and the ellipsoidal ht. BW1898 BW1898.The Laplace correction was computed from DEFLEC99 derived deflections. BW1898 BW1898.The ellipsoidal height was determined by GPS observations BW1898.and is referenced to NAD 83. BW1898 BW1898.The geoid height was determined by GEOID99. BW1898 BW1898; North East Units Scale Converg. BW1898;SPC MS W - 223,324.350 629,074.564 MT 1.00001202 -0 23 25.1 BW1898;SPC LA N - 113,131.051 1,134,871.180 MT 0.99993960 +0 45 02.7 BW1898;UTM 15 - 3,487,985.145 682,320.734 MT 1.00001000 +1 00 13.7 BW1898 BW1898: Primary Azimuth Mark Grid Az BW1898:SPC MS W - ROXIE AZ MK RESET 121 35 04.3 BW1898:SPC LA N - ROXIE AZ MK RESET 120 26 36.5 BW1898:UTM 15 - ROXIE AZ MK RESET 120 11 25.5 BW1898 BW1898|---------------------------------------------------------------------| BW1898| PID Reference Object Distance Geod. Az | BW1898| dddmmss.s | BW1898| BW2613 ROXIE 2 AZ MK APPROX. 0.6 KM 1204220.3 | BW1898| BW0920 ROXIE AZ MK RESET APPROX. 0.6 KM 1211139.2 | BW1898| BW1901 ROXIE 2 RM 4 12.963 METERS 14820 | BW1898| BW1902 ROXIE 2 RM 5 14.409 METERS 27337 | BW1898| BW0916 ROXIE 147.179 METERS 30414 | BW1898|---------------------------------------------------------------------| BW1898 BW1898 SUPERSEDED SURVEY CONTROL BW1898 BW1898 NAD 83(1993)- 31 30 44.56331(N) 091 04 48.08323(W) AD( ) 1 BW1898 ELLIP HT - 67.96 (m) GP( ) 4 1 BW1898 NGVD 29 - 94.17 (m) 309.0 (f) RESET 3 BW1898 BW1898.Superseded values are not recommended for survey control. BW1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW1898.See file dsdata.txt to determine how the superseded data were derived. BW1898 BW1898_MARKER: DH = HORIZONTAL CONTROL DISK BW1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW1898_STAMPING: ROXIE 2 1982 BW1898_MARK LOGO: NGS BW1898_PROJECTION: FLUSH BW1898_MAGNETIC: N = NO MAGNETIC MATERIAL BW1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW1898+STABILITY: SURFACE MOTION BW1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR BW1898+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000 BW1898 BW1898 HISTORY - Date Condition Report By BW1898 HISTORY - 1982 MONUMENTED NGS BW1898 HISTORY - 19820211 GOOD NGS BW1898 HISTORY - 19840621 GOOD NGS BW1898 HISTORY - 19921119 GOOD MSHD BW1898 HISTORY - 19930503 GOOD BW1898 HISTORY - 19940202 GOOD NOS BW1898 HISTORY - 19980211 GOOD NGS BW1898 HISTORY - 20000606 GOOD NGS BW1898 BW1898 STATION DESCRIPTION BW1898 BW1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 BW1898'1.12 KM (0.7 MI) NW FROM ROXIE. BW1898'1.12 KM (0.7 MILE) NORTHWEST ALONG U.S. HIGHWAYS 98 AND 84 FROM THE BW1898'ILLINOIS CENTRAL RAILROAD OVERPASS IN ROXIE, TO A PAVED SIDE ROAD AND BW1898'MARK ON THE LEFT, 35.05 METERS (115.0 FT) WEST-NORTHWEST OF CENTER OF BW1898'PAVED ROAD, 19.8 METERS (65.0 FT) SOUTH-SOUTHWEST OF CENTER OF BW1898'HIGHWAY, 16.7 METERS (54.8 FEET) WEST-NORTHWEST OF POWERPOLE WITH BW1898'TRANSFORMER, 3.7 METERS (12.0 FT) EAST-NORTHEAST OF POWERPOLE,AND 4.1 BW1898'METERS (13.6 FEET) NORTHWEST OF A METAL POST WITH CABLE WARNING SIGN. BW1898'THE MARK IS 1.0 FT SSW FROM A WITNESS POST. BW1898'THE MARK IS 5.0 FT ABOVE HIGHWAY. BW1898 BW1898 STATION RECOVERY (1982) BW1898 BW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN) BW1898'THE STATION IS LOCATED ABOUT 0.9 MILE (1.4 KM) NORTHWEST OF ROXIE, 0.1 BW1898'MILE (0.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 98 AND 84 BW1898'AND STATE HIGHWAYS 33 ON RIGHT-OF-WAY OF HIGHWAYS 98 AND 84, IN THE BW1898'SOUTHEAST EAST QUARTER OF SECTION 3, T 6N, R 1E. TO REACH FROM THE BW1898'ILLINOIS CENTRAL RAILROAD OVERPASS ON U.S. HIGHWAY 98 AND 84 IN BW1898'ROXIE, GO NORTHWEST ON U.S. HIGHWAY 98 AND 84 FOR 0.56 KM (0.35 MI) BW1898'(0.35 MILE TO A PAVED SIDEROAD ON THE LEFT AND STATION ON THE LEFT. BW1898'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---ROXIE 2 1982---, BW1898'SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE BW1898'GROUND. IT IS 19.81 METERS SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY BW1898'35.05 METERS (114.99 FT) WEST NORTHWEST OF THE CENTER OF PAVED BW1898'SIDE-ROAD. 16.76 METERS (54.99 FT) NORTH NORTHEAST OF THE CENTER OF BW1898'OLD HIGHWAY, 16.70 METERS (54.79 FT) WEST NORTHWEST OF A POWER POLE BW1898'WITH A TRANSFORMER, 3.66 METERS (12.01 FT) NORTHEAST OF A METAL POST BW1898'AND CABLE WARNING SIGN AND 0.30 METERS (0.98 FT) SOUTH SOUTHWEST OF A BW1898'METAL WITNESS POLE AND SIGN. REFERENCE MARK NO 4 IS A STANDARD NGS BW1898'DISK STAMPED---ROXIE 2 NO 4 1982---SET IN THE TOP OF A ROUND CONCRETE BW1898'POST, FLUSH WITH THE GROUND. IT IS 24.08 METERS (79.00 FT) SOUTH BW1898'SOUTHWEST OF THE CENTER OF HIGHWAY, 22.25 METER (73.00 FT) WEST BW1898'NORTHWEST OF CENTER OF SIDE-ROAD, 13.96 METERS (45.80 FT) EAST BW1898'SOUTHEAST OF POWER LINE POLE, 3.72 METER (12.20 FT) NORTH NORTHWEST OF BW1898'A POWER POLE WITH TRANSFORMER AND 0.30 METERS (0.98 FT) EAST SOUTHEAST BW1898'OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 5 IS A STANDARD BW1898'NGS DISK STAMPED---ROXIE 2 NO 5 1982---SET IN A ROUND CONCRETE POST, BW1898'FLUSH WITH THE GROUND. IT IS 28.96 METERS (95.01 FT) SOUTH SOUTHWEST BW1898'OF CENTER OF HIGHWAY, 10.97 METERS (35.99 FT) WEST OF A POWER LINE BW1898'POLE, 4.57 METERS (14.99 FT) NORTH NORTHEAST OF THE CENTER OF OLD BW1898'HIGHWAY AND 0.30 METER (0.98 FT) WEST NORTHWEST OF A METAL WITNESS BW1898'POST AND SIGN. AZIMUTH MARK, C+GS DISK, STAMPED---ROXIE 1949 RESET BW1898'1961---SET IN TO OF A SQUARE COCRETE POST, PROJECTING 6 INCHES. IT IS BW1898'46.63 METERS (152.99 FT) (153 FEET ) SOUTHEAST OF THE CENTER OF BW1898'CROSSROADS 42.62 METERS (139.83 FT) EAST OF THE CENTER OF PAVED ROAD, BW1898'16.76 METERS (54.99 FT) SOUTH OF THE CENTER OF HIGHWAY, 14.63 METERS BW1898'(48.00 FT) NORTHWEST OF THE NORTH FENCE OF A CEMETERY AND 0.3 METERS BW1898'(1.0 FT) SOUTH OF A METAL WITNESS POST AND SIGN. BW1898 BW1898 STATION RECOVERY (1984) BW1898 BW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) BW1898'THE STATION, REFERENCE MARKS NO 4 AND NO 5 AND AZIMUTH 1961 WERE BW1898'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1982, WITH THE EXCEPTION BW1898'THAT THE POWER POLE AT THE STATION HAS BEEN MOVED AND THE STATION IS BW1898'NOW 15.9 M (52.4 FT) WEST NORTHWEST OF A NEW POWER POLE WITH BW1898'TRANSFORMER. REFERENCE MARK NO 4 3.05 M (10.0 FT) WEST NORTHWEST OF BW1898'THE SAME POWER POLE. THE AZIMUTH MARK WAS GOING TO BE DESTROYED BY BW1898'HIGHWAY CONSTRUCTION AND A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS BW1898'DATE. BW1898' BW1898'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--ROXIE 2 1982 1984--, SET BW1898'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 17.37 M BW1898'(57.0 FT) SOUTH SOUTHWEST OF THE CENTER OF PRESENT HIGHWAY 8.84 M BW1898'(29.5 FT) EAST OF THE NORTHEAST CORNER OF A BLOCK HOUSE, 0.73 METERS BW1898'(2.4 FT) NORTH NORTHEAST OF A POWER POLE WITH TRANSFORMER BOX AND 0.40 BW1898'M (1.3 FT) NORTHWEST OF A WITNESS POST. TO REACH THE FROM ROXIE 2, SO BW1898'SOUTHEAST ON HIGHWAY FOR .39 MILE TO MARK. BW1898 BW1898 STATION RECOVERY (1992) BW1898 BW1898'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 BW1898'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHWEST OF ROXIE, 0.1 MI BW1898'(0.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE BW1898'HIGHWAY 33, IN THE SOUTHEAST QUARTER OF SECTION 3, T 6N, R 1E, ON THE BW1898'RIGHT OF WAY OF U.S. HIGHWAYS 84 AND 98. BW1898'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD OVERPASS ON U.S. HIGHWAYS BW1898'84 AND 98 IN ROXIE, GO NORTHWEST ON U.S. HIGHWAYS 84 AND 98 FOR 0.35 BW1898'MI (0.56 KM) TO A CROSSROAD AND AZIMUTH MARK ON THE LEFT. BW1898'CONTINUE NORTHWEST ON U.S. HIGHWAYS 84 BW1898'AND 98 FOR 0.35 MI (0.56 KM) TO A PAVED SIDE ROAD AND STATION ON THE BW1898'LEFT. BW1898' BW1898'STATION IS A STANDARD NGS DISK, STAMPED---ROXIE 2 1982---SET IN TOP OF BW1898'A ROUND CONCRETE MONUMENT, FLUSH WITH THE SURFACE OF THE GROUND. IT BW1898'IS 65.0 FT (19.8 M) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, BW1898'115.0 FT (35.1 M) WEST NORTHWEST OF THE CENTER OF PAVED SIDE ROAD, BW1898'55.0 FT (16.8 M) NORTH NORTHWEST OF THE CENTER OF OLD ABANDOED BW1898'HIGHWAY, 54.8 FT (16.7 M) WEST NORTHWEST OF A POWER POLE WITH BW1898'TRANSFORMER, 12.0 FT (3.7 M) EAST NORTHEAST OF A POWER POLE, 13.6 FT BW1898'(4.1 M) NORTHEAST OF A METAL POST WITH CABLE WARNING SIGN AND 1.0 FT BW1898'(0.3 M) SOUTH SOUTHWEST OF A METAL WITNESS POST AND SIGN. BW1898'STATION IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHWEST OF ROXIE, 0.1 MI BW1898'(0.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 84, 98 AND STATE BW1898'HIGHWAY 33, ON THE RIGHT OF WAY OF U.S. HIGHWAYS 84 AND 98, IN THE BW1898'SOUTHEAST QUARTER OF SECTION 3, T 6 N, R 1 E. BW1898 BW1898 STATION RECOVERY (1993) BW1898 BW1898'RECOVERED 1993 BW1898'RECOVERED IN GOOD CONDITION. BW1898 BW1898 STATION RECOVERY (1994) BW1898 BW1898'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RWD) BW1898'RECOVERED AS DESCRIBED. BW1898 BW1898 STATION RECOVERY (1998) BW1898 BW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) BW1898'THE STATION IS LOCATED ABOUT 1.4 KM (0.85 MI) NORTHWEST OF ROXIE, 0.2 BW1898'KM (0.10 MI) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 84 AND STATE BW1898'HIGHWAY 33, ON TOP OF A BANK ALONG THE SOUTH-SOUTHWEST SIDE OF U.S. BW1898'HIGHWAYS 84 AND 98, JUST WEST OF THE JUNCTION OF A PAVED SIDE ROAD. BW1898'OWNERSHIP--MISSISSIPPI STATE HIGHWAY DEPARTMENT, 412 WOODROW WILSON, BW1898'JACKSON MS 39216, PHONE 601-944-9098. TO REACH THE STATION FROM THE BW1898'JUNCTION OF U.S. HIGHWAY 84 AND STATE HIGHWAY 33 JUST WEST OF ROXIE, BW1898'GO EAST FOR 0.24 KM (0.15 MI) ON HIGHWAY 84 TO A SIDE ROAD AND THE BW1898'STATION ON THE RIGHT. STATION IS 19.8 M (65.0 FT) SOUTH-SOUTHWEST OF BW1898'THE CENTER OF HIGHWAY EASTBOUND LANES, 35.1 M (115.2 FT) BW1898'WEST-NORTHWEST OF THE CENTER OF SIDE ROAD, 16.8 M (55.1 FT) BW1898'NORTH-NORTHWEST OF THE CENTER OF ABANDONED OLD HIGHWAY 84, 16.7 M BW1898'(54.8 FT) WEST-NORTHWEST OF A UTILITY POLE WITH TRANSFORMER, 13.0 M BW1898'(42.7 FT) NORTH-NORTHWEST OF ROXIE 2 RM 4, 7.45 M (24.44 FT) NORTHWEST BW1898'OF THE NORTHEAST 1 OF 2 METAL PIPE SIGN POSTS FOR A CHURCH SIGN, 4.1 M BW1898'(13.5 FT) NORTHEAST OF A METAL POST WITH BURIED CABLE WARNING SIGN, BW1898'0.3 M (1.0 FT) SOUTH-SOUTHWEST OF A METAL WITNESS POST, ABOUT 2.0 M BW1898'(6.6 FT) ABOVE THE HIGHWAY 84 LEVEL AND FLUSH WITH GROUND. BW1898 BW1898 STATION RECOVERY (2000) BW1898 BW1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 BW1898'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW1901 *********************************************************************** BW1901 DESIGNATION - ROXIE 2 RM 4 BW1901 PID - BW1901 BW1901 STATE/COUNTY- MS/FRANKLIN BW1901 USGS QUAD - ROXIE (1988) BW1901 BW1901 *CURRENT SURVEY CONTROL BW1901 ___________________________________________________________________ BW1901* NAD 83(1993)- 31 30 44.18793(N) 091 04 47.83088(W) ADJUSTED BW1901* NAVD 88 - 94.48 (meters) 310.0 (feet) RESET BW1901 ___________________________________________________________________ BW1901 LAPLACE CORR- 0.47 (seconds) DEFLEC99 BW1901 GEOID HEIGHT- -26.24 (meters) GEOID99 BW1901 BW1901 HORZ ORDER - THIRD BW1901 VERT ORDER - THIRD BW1901 BW1901.The horizontal coordinates were established by classical geodetic methods BW1901.and adjusted by the National Geodetic Survey in May 1994. BW1901 BW1901.The orthometric height was computed from unverified reset data. BW1901.No vertical observational check was made to the station. BW1901 BW1901.The Laplace correction was computed from DEFLEC99 derived deflections. BW1901 BW1901.The geoid height was determined by GEOID99. BW1901 BW1901; North East Units Scale Converg. BW1901;SPC MS W - 223,313.270 629,081.293 MT 1.00001201 -0 23 24.9 BW1901;UTM 15 - 3,487,974.232 682,327.731 MT 1.00001003 +1 00 13.9 BW1901 BW1901 SUPERSEDED SURVEY CONTROL BW1901 BW1901 NAD 83(1993)- 31 30 44.20503(N) 091 04 47.82540(W) AD( ) 3 BW1901 NGVD 29 - 94.49 (m) 310.0 (f) RESET 3 BW1901 BW1901.Superseded values are not recommended for survey control. BW1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW1901.See file dsdata.txt to determine how the superseded data were derived. BW1901 BW1901_MARKER: DR = REFERENCE MARK DISK BW1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW1901_STAMPING: ROXIE 2 NO 4 1982 BW1901_MARK LOGO: NGS BW1901_PROJECTION: FLUSH BW1901_MAGNETIC: N = NO MAGNETIC MATERIAL BW1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW1901+STABILITY: SURFACE MOTION BW1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW1901+SATELLITE: SATELLITE OBSERVATIONS - 1982 BW1901 BW1901 HISTORY - Date Condition Report By BW1901 HISTORY - 1982 MONUMENTED NGS BW1901 BW1901 STATION DESCRIPTION BW1901 BW1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 BW1901'1.12 KM (0.7 MI) NW FROM ROXIE. BW1901'MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHWEST OF ROXIE, 0.1 MI BW1901'(0.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 84, 98 AND STATE BW1901'HIGHWAY 33, ON THE RIGHT OF WAY OF U.S. HIGHWAYS 84 AND 98, IN THE BW1901'SOUTHEAST QUARTER OF SECTION 3, T 6 N, R 1 E. BW1901'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD OVERPASS ON U.S. HIGHWAYS BW1901'84 AND 98 IN ROXIE, GO NORTHWEST ON U.S. HIGHWAYS 84 AND 98 FOR 0.35 BW1901'MI (0.56 KM) TO A CROSSROAD, CONTINUE NORTHWEST ON U.S. HIGHWAYS 84 BW1901'AND 98 FOR 0.35 MI (0.56 KM) TO A PAVED SIDE ROAD AND MARK ON THE BW1901'LEFT. BW1901'REFERENCE MARK NO.4 IS A STANDARD NGS DISK, STAMPED---ROXIE 2 NO 4 BW1901'1982---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT BW1901'IS 24.08 M (79.00 FT) SOUTH SOUTHWEST OF THE CENTER OF THE HIGHWAY, BW1901'22.25 M (73.00 FT) WEST NORTHWEST OF THE CENTER OF PAVED SIDE ROAD, BW1901'13.96 M (45.80 FT) EAST SOUTHEAST OF A POWERLINE POLE, 3.72 M BW1901'(12.20 FT) NORTH NORTHWEST OF A POWER POLE WITH TRANSFORMER AND 0.30 BW1901'M (0.98 FT) EAST SOUTHEAST OF A METAL WITNESS POST AND SIGN. BW1901'THE MARK IS 5.0 FT ABOVE HIGHWAY. BW1901'1.12 KM (0.7 MILE) NORTHWEST ALONG U.S. HIGHWAYS 98 AND 84 FROM THE BW1901'ILLINOIS CENTRAL RAILROAD OVERPASS ON ROXIE, TO A PAVED SIDE ROAD AND BW1901'MARK ON THE LEFT, 24.1 METERS (79.0 FT) SOUTH-SOUTHWEST OF THE CENTER BW1901'OF HIGHWAY, 22.25 METERS (73.0 FEET) WEST-NORTHWEST OF THE CENTER OF BW1901'PAVED ROAD, 13.96 METERS (45.8 FEET) EAST-SOUTHEAST OF A POWERPOLE, BW1901'3.7 METERS (12.2 FT) NORTH-NORTHWEST OF A POWERPOLE WITH TRANSFORMER. BW1901'THE MARK IS 1.0 FT ESE FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW1902 *********************************************************************** BW1902 DESIGNATION - ROXIE 2 RM 5 BW1902 PID - BW1902 BW1902 STATE/COUNTY- MS/FRANKLIN BW1902 USGS QUAD - ROXIE (1988) BW1902 BW1902 *CURRENT SURVEY CONTROL BW1902 ___________________________________________________________________ BW1902* NAD 83(1993)- 31 30 44.57575(N) 091 04 48.63374(W) ADJUSTED BW1902* NAVD 88 - 94.22 (meters) 309.1 (feet) RESET BW1902 ___________________________________________________________________ BW1902 LAPLACE CORR- 0.47 (seconds) DEFLEC99 BW1902 GEOID HEIGHT- -26.24 (meters) GEOID99 BW1902 BW1902 HORZ ORDER - THIRD BW1902 VERT ORDER - THIRD BW1902 BW1902.The horizontal coordinates were established by classical geodetic methods BW1902.and adjusted by the National Geodetic Survey in May 1994. BW1902 BW1902.The orthometric height was computed from unverified reset data. BW1902.No vertical observational check was made to the station. BW1902 BW1902.The Laplace correction was computed from DEFLEC99 derived deflections. BW1902 BW1902.The geoid height was determined by GEOID99. BW1902 BW1902; North East Units Scale Converg. BW1902;SPC MS W - 223,325.359 629,060.190 MT 1.00001205 -0 23 25.4 BW1902;UTM 15 - 3,487,985.804 682,306.340 MT 1.00000994 +1 00 13.4 BW1902 BW1902 SUPERSEDED SURVEY CONTROL BW1902 BW1902 NAD 83(1993)- 31 30 44.59293(N) 091 04 48.62821(W) AD( ) 3 BW1902 NGVD 29 - 94.23 (m) 309.2 (f) RESET 3 BW1902 BW1902.Superseded values are not recommended for survey control. BW1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW1902.See file dsdata.txt to determine how the superseded data were derived. BW1902 BW1902_MARKER: DR = REFERENCE MARK DISK BW1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW1902_STAMPING: ROXIE 2 NO 5 1982 BW1902_MARK LOGO: NGS BW1902_PROJECTION: FLUSH BW1902_MAGNETIC: N = NO MAGNETIC MATERIAL BW1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW1902+STABILITY: SURFACE MOTION BW1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW1902+SATELLITE: SATELLITE OBSERVATIONS - 1982 BW1902 BW1902 HISTORY - Date Condition Report By BW1902 HISTORY - 1982 MONUMENTED NGS BW1902 BW1902 STATION DESCRIPTION BW1902 BW1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 BW1902'1.12 KM (0.7 MI) NW FROM ROXIE. BW1902'MARK IS LOCATED ABOUT 0.9 MI (1.4 KM) NORTHWEST OF ROXIE, 0.1 MI BW1902'(0.2 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 84, 98 AND STATE BW1902'HIGHWAY 33, ON THE RIGHT OF WAY OF U.S. HIGHWAYS 84 AND 98, IN THE BW1902'SOUTHEAST QUARTER OF SECTION 3, T 6 N, R 1 E. BW1902'TO REACH FROM THE ILLINOIS CENTRAL RAILROAD OVERPASS ON U.S. HIGHWAYS BW1902'84 AND 98 IN ROXIE, GO NORTHWEST ON U.S. HIGHWAYS 84 AND 98 FOR 0.35 BW1902'MI (0.56 KM) TO A CROSSROAD, CONTINUE NORTHWEST ON U.S. HIGHWAYS 84 BW1902'AND 98 FOR 0.35 MI (0.56 KM) TO A PAVED SIDE ROAD AND MARK ON THE BW1902'LEFT. BW1902'REFERENCE MARK NO.5 IS A STANDARD NGS DISK, STAMPED---ROXIE 2 NO 5 BW1902'1982---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT BW1902'IS 28.96 M (95.01 FT) SOUTH SOUTHWEST OF THE CENTER OF HIGHWAY, 10.97 BW1902'M (35.99 FT) WEST OF A POWERLINE POLE, 4.57 M (14.99 FT) NORTH BW1902'NORTHEAST OF THE CENTER OF OLD HIGHWAY AND 0.30 M (0.98 FT) WEST BW1902'NORTHWEST OF A METAL WITNESS POST AND SIGN. BW1902'THE MARK IS 5.0 FT ABOVE HIGHWAY. BW1902'1.12 KM (0.7 MILE) NORTHWEST ALONG U.S. HIGHWAYS 98 AND 84 FROM THE BW1902'ILLINOIS CENTRAL RAILROAD OVERPASS IN ROXIE, TO A PAVED SIDE ROAD AND BW1902'MARK ON THE LEFT, 28.96 METERS (95.0 FEET) SOUTH-SOUTHWEST OF THE BW1902'CENTER OF THE HIGHWAY, 10.97 METERS (36.0 FEET) WEST OF A POWERPOLE, BW1902'AND 4.6 METERS (15.0 FT) NORTH-NORTHEAST OF THE CENTER OF OLD HIGHWAY. BW1902'THE MARK IS 1.0 FT WNW FROM A WITNESS POST.