1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0838 *********************************************************************** DJ0838 DESIGNATION - 3 KED RESET 1973 DJ0838 PID - DJ0838 DJ0838 STATE/COUNTY- MS/OKTIBBEHA DJ0838 USGS QUAD - STARKVILLE (1982) DJ0838 DJ0838 *CURRENT SURVEY CONTROL DJ0838 ___________________________________________________________________ DJ0838* NAD 83(1986)- 33 28 16. (N) 088 45 47. (W) SCALED DJ0838* NAVD 88 - 80.64 (meters) 264.6 (feet) RESET DJ0838 ___________________________________________________________________ DJ0838 GEOID HEIGHT- -28.09 (meters) GEOID99 DJ0838 DJ0838 VERT ORDER - THIRD DJ0838 DJ0838.The horizontal coordinates were scaled from a topographic map and have DJ0838.an estimated accuracy of +/- 6 seconds. DJ0838 DJ0838.The orthometric height was computed from unverified reset data. DJ0838 DJ0838.The geoid height was determined by GEOID99. DJ0838 DJ0838; North East Units Estimated Accuracy DJ0838;SPC MS E - 440,290. 306,530. MT (+/- 180 meters Scaled) DJ0838 DJ0838 SUPERSEDED SURVEY CONTROL DJ0838 DJ0838.No superseded survey control is available for this station. DJ0838 DJ0838_MARKER: DD = SURVEY DISK DJ0838_SETTING: 36 = ABUTMENT DJ0838_STAMPING: 3 KED USGS RESET 1973 DJ0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DJ0838 DJ0838 HISTORY - Date Condition Report By DJ0838 HISTORY - 1973 MONUMENTED MSHD DJ0838 DJ0838 STATION DESCRIPTION DJ0838 DJ0838'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DJ0838'2.5 MI E FROM STARKVILLE. DJ0838'LOCATED 2.5 MILES EAST OF STARKVILLE IN THE SOUTH END OF THE EAST DJ0838'ABUTMENT OF THE NORTH CONCRETE BRIDGE OVER SAND CREEK, JUST WEST OF DJ0838'CLAYTON VILLAGE. IT IS 26 FEET SOUTH OF THE CENTER OF THE NORTH LANE DJ0838'OF U.S. HIGHWAY 82, 1.2 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, 2 DJ0838'FEET WEST OF A METAL WITNESS POST, SET IN A DRILL HOLE IN THE SOUTH DJ0838'END OF THE EAST ABUTMENT OF THE BRIDGE ON THE NORTH LANE OF U.S. DJ0838'HIGHWAY 82, OVER SAND CREEK. TO REACH FROM THE OKTIBBEHA COUNTY DJ0838'COURTHOUSE IN STARKVILLE GO NORTH ON WASHINGTON STREET FOR 0.15 MILE DJ0838'TO THE INTERSECTION ON U.S. HIGHWAY 82, TURN RIGHT AND GO EAST ON U.S. DJ0838'HIGHWAY 82 FOR 1.1 MILE TO THE STATE HIGHWAY 12 OVERPASS, CONTINUE DJ0838'EAST ON U.S. HIGHWAY 12 FOR 1.2 MILES TO THE DISTRICT 5 HIGHWAY PATROL DJ0838'OFFICE, CONTINUE EAST FOR 0.85 MILE TO THE BRIDGE AND THE MARK ON THE DJ0838'LEFT. NOTE-- THE DISK WAS LEFT INTACT AFTER THE NEW DISK WAS DJ0838'ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AA3655 *********************************************************************** AA3655 DESIGNATION - 82 V 200 RESET AA3655 PID - AA3655 AA3655 STATE/COUNTY- MS/OKTIBBEHA AA3655 USGS QUAD - STARKVILLE (1982) AA3655 AA3655 *CURRENT SURVEY CONTROL AA3655 ___________________________________________________________________ AA3655* NAD 83(1986)- 33 27 07. (N) 088 50 04. (W) SCALED AA3655* NAVD 88 - 101.81 (+/-2cm) 334.0 (feet) VERTCON AA3655 ___________________________________________________________________ AA3655 GEOID HEIGHT- -28.06 (meters) GEOID99 AA3655 AA3655 VERT ORDER - THIRD (See Below) AA3655 AA3655.The horizontal coordinates were scaled from a topographic map and have AA3655.an estimated accuracy of +/- 6 seconds. AA3655 AA3655.The NAVD 88 height was computed by applying the VERTCON shift value to AA3655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA3655.The vertical order pertains to the superseded datum. AA3655 AA3655.The geoid height was determined by GEOID99. AA3655 AA3655; North East Units Estimated Accuracy AA3655;SPC MS E - 438,160. 299,900. MT (+/- 180 meters Scaled) AA3655 AA3655 SUPERSEDED SURVEY CONTROL AA3655 AA3655 NGVD 29 - 101.77 (m) 333.9 (f) RESET 3 AA3655 AA3655.Superseded values are not recommended for survey control. AA3655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA3655.See file dsdata.txt to determine how the superseded data were derived. AA3655 AA3655_MARKER: DD = SURVEY DISK AA3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA3655_STAMPING: BM 82 V 200 RESET 1975 AA3655_MARK LOGO: MSHD AA3655_MAGNETIC: N = NO MAGNETIC MATERIAL AA3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA3655+STABILITY: SURFACE MOTION AA3655 AA3655 HISTORY - Date Condition Report By AA3655 HISTORY - 1975 MONUMENTED MSHD AA3655 AA3655 STATION DESCRIPTION AA3655 AA3655'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW) AA3655'1.7 MILES (2.7 KM) SOUTHWEST OF STARKVILLE ON THE NORTHWEST RIGHT OF AA3655'WAY OF STATE HIGHWAY 12 ON THE OPPOSITE SIDE OF THE HIGHWAY FROM THE AA3655'HERSCHEDE HALL CLOCK COMPANY IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 AA3655'OF SECTION 4, T 18N, R 14E. FROM THE JUNCTION OF STATE HIGHWAY 12 AND AA3655'STATE HIGHWAY 25 ABOUT 1 MILE (1.6 KM) SOUTHWEST OF THE CENTER OF AA3655'STARKVILLE GO WEST ON STATE HIGHWAY 12 FOR 0.75 MILE (1.21 KM) TO THE AA3655'CLOCK FACTORY ON THE LEFT AND THE MARK ON THE RIGHT. IT IS 75 FEET AA3655'(22.9 M) NORTHWEST OF THE CENTER OF HIGHWAY 12, 73 FEET (22.3 M) AA3655'WEST-SOUTHWEST OF A UTILITY POLE, 55.5 FEET (16.9 M) NORTHEAST OF A 30 AA3655'INCH OAK, 57.5 FEET (17.5 M) EAST-SOUTHEAST OF A 48 INCH OAK, 4 FEET AA3655'(1.2 M) SOUTHEAST OF THE SOUTH CORNER OF A CYCLONE FENCE, 1.5 FEET AA3655'(0.5 M) SOUTHWEST OF A METAL WITNESS POST, AND ABOUT 3 FEET (0.9 M) AA3655'BELOW THE LEVEL OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AA3654 *********************************************************************** AA3654 DESIGNATION - 82 V 201 RESET AA3654 PID - AA3654 AA3654 STATE/COUNTY- MS/OKTIBBEHA AA3654 USGS QUAD - STARKVILLE (1982) AA3654 AA3654 *CURRENT SURVEY CONTROL AA3654 ___________________________________________________________________ AA3654* NAD 83(1986)- 33 27 13. (N) 088 49 18. (W) SCALED AA3654* NAVD 88 - 108.13 (+/-2cm) 354.8 (feet) VERTCON AA3654 ___________________________________________________________________ AA3654 GEOID HEIGHT- -28.07 (meters) GEOID99 AA3654 AA3654 VERT ORDER - THIRD (See Below) AA3654 AA3654.The horizontal coordinates were scaled from a topographic map and have AA3654.an estimated accuracy of +/- 6 seconds. AA3654 AA3654.The NAVD 88 height was computed by applying the VERTCON shift value to AA3654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA3654.The vertical order pertains to the superseded datum. AA3654 AA3654.The geoid height was determined by GEOID99. AA3654 AA3654; North East Units Estimated Accuracy AA3654;SPC MS E - 438,350. 301,090. MT (+/- 180 meters Scaled) AA3654 AA3654 SUPERSEDED SURVEY CONTROL AA3654 AA3654 NGVD 29 - 108.08 (m) 354.6 (f) RESET 3 AA3654 AA3654.Superseded values are not recommended for survey control. AA3654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA3654.See file dsdata.txt to determine how the superseded data were derived. AA3654 AA3654_MARKER: DD = SURVEY DISK AA3654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA3654_STAMPING: BM 82 V 201 RESET 1975 AA3654_MARK LOGO: MSHD AA3654_MAGNETIC: N = NO MAGNETIC MATERIAL AA3654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA3654+STABILITY: SURFACE MOTION AA3654 AA3654 HISTORY - Date Condition Report By AA3654 HISTORY - 1975 MONUMENTED MSHD AA3654 AA3654 STATION DESCRIPTION AA3654 AA3654'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1975 (RLW) AA3654'1 MILE (1.6 KM) SOUTHWEST OF THE CENTER OF STARKVILLE IN THE SOUTHWEST AA3654'ANGLE OF THE JUNCTION OF STATE HIGHWAY 25 AND STATE HIGHWAY 12 IN THE AA3654'NORTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 13, T 18N, R 14E. IT IS AA3654'223 FEET (68.0 M) SOUTH OF THE CENTER OF HIGHWAY 12, 44 FEET (13.4 M) AA3654'WEST OF THE CENTER OF HIGHWAY 25 (LOUISVILLE STREET), 30 FEET (9.1 M) AA3654'NORTH OF THE NORTHEAST CORNER OF A SHOPPING CENTER PARKING LOT, 72.5 AA3654'FEET (22.1 M) SOUTH-SOUTHEAST OF A FIRE PLUG, 2 FEET (0.6 M) SOUTH OF AA3654'A UTILITY POLE WITH GUY WIRES, 1 FOOT (0.3 M) WEST OF THE WEST EDGE OF AA3654'A SIDEWALK, 2 FEET (0.6 M) NORTH OF A METAL WITNESS POST, ABOUT LEVEL AA3654'WITH THE STREET AND IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0836 *********************************************************************** DJ0836 DESIGNATION - 82 V 208 RESET 1967 DJ0836 PID - DJ0836 DJ0836 STATE/COUNTY- MS/OKTIBBEHA DJ0836 USGS QUAD - STARKVILLE (1982) DJ0836 DJ0836 *CURRENT SURVEY CONTROL DJ0836 ___________________________________________________________________ DJ0836* NAD 83(1986)- 33 28 26. (N) 088 45 28. (W) SCALED DJ0836* NAVD 88 - 80.79 (meters) 265.1 (feet) RESET DJ0836 ___________________________________________________________________ DJ0836 GEOID HEIGHT- -28.09 (meters) GEOID99 DJ0836 DJ0836 VERT ORDER - THIRD DJ0836 DJ0836.The horizontal coordinates were scaled from a topographic map and have DJ0836.an estimated accuracy of +/- 6 seconds. DJ0836 DJ0836.The orthometric height was computed from unverified reset data. DJ0836 DJ0836.The geoid height was determined by GEOID99. DJ0836 DJ0836; North East Units Estimated Accuracy DJ0836;SPC MS E - 440,600. 307,020. MT (+/- 180 meters Scaled) DJ0836 DJ0836 SUPERSEDED SURVEY CONTROL DJ0836 DJ0836 NGVD 29 - 80.76 (m) 265.0 (f) RESET 3 DJ0836 DJ0836.Superseded values are not recommended for survey control. DJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0836.See file dsdata.txt to determine how the superseded data were derived. DJ0836 DJ0836_MARKER: DD = SURVEY DISK DJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0836_STAMPING: 82V-208 1964 RESET 1967 DJ0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0836+STABILITY: SURFACE MOTION DJ0836 DJ0836 HISTORY - Date Condition Report By DJ0836 HISTORY - 1967 MONUMENTED MSHD DJ0836 DJ0836 STATION DESCRIPTION DJ0836 DJ0836'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 DJ0836'4 MI E FROM STARKVILLE. DJ0836'TO REACH FROM THE COUNTY COURTHOUSE IN STARKVILLE, GO NORTH ON DJ0836'WASHINGTON STREET FOR TWO BLOCKS OR 0.15 MILE TO INTERSECTION OF U.S. DJ0836'HIGHWAY 82. TURN RIGHT (EAST) ON U. S. HIGHWAY 82 AND CONTINUE EAST DJ0836'FOR 3.4 MILES TO SAND CREEK BRIDGE AND A GRAVEL ROAD ON THE LEFT. TURN DJ0836'LEFT (NORTH) ON THE GRAVEL ROAD FOR 0.4 MILE TO A WHITE FRAME CHURCH DJ0836'ON THE LEFT AND THE MARK NEAR THE NORTHEAST SIDE OF THE BUILDING. THE DJ0836'MARK IS A DISK, SET IN THE TOP OF A 12 IN. ROUND CONCRETE POST WHICH DJ0836'PROJECTS 3 INCHES. IT IS 6.0 FEET EAST OF A 36 INCH OAK TREE, 24.0 DJ0836'FEET NORTH OF A WELL PUMP, 43.0 FEET EAST OF THE NORTHEAST CORNER OF DJ0836'THE CHURCH AND 2 FEET EAST OF A METAL WITNESS POST.