1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AB7976 *********************************************************************** AB7976 DESIGNATION - 45 V 98 RESET AB7976 PID - AB7976 AB7976 STATE/COUNTY- MS/NOXUBEE AB7976 USGS QUAD - BROOKSVILLE (1982) AB7976 AB7976 *CURRENT SURVEY CONTROL AB7976 ___________________________________________________________________ AB7976* NAD 83(1986)- 33 13 18. (N) 088 34 18. (W) SCALED AB7976* NAVD 88 - 75.23 (meters) 246.8 (feet) RESET AB7976 ___________________________________________________________________ AB7976 GEOID HEIGHT- -28.44 (meters) GEOID99 AB7976 AB7976 VERT ORDER - THIRD AB7976 AB7976.The horizontal coordinates were scaled from a topographic map and have AB7976.an estimated accuracy of +/- 6 seconds. AB7976 AB7976.The orthometric height was computed from unverified reset data. AB7976 AB7976.The geoid height was determined by GEOID99. AB7976 AB7976; North East Units Estimated Accuracy AB7976;SPC MS E - 412,650. 324,390. MT (+/- 180 meters Scaled) AB7976 AB7976 SUPERSEDED SURVEY CONTROL AB7976 AB7976.No superseded survey control is available for this station. AB7976 AB7976_MARKER: DR = REFERENCE MARK DISK AB7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB7976_STAMPING: 45 V 98 RESET 1995 AB7976_MARK LOGO: MSHD AB7976_MAGNETIC: N = NO MAGNETIC MATERIAL AB7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB7976+STABILITY: SURFACE MOTION AB7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AB7976+SATELLITE: SATELLITE OBSERVATIONS - 1995 AB7976 AB7976 HISTORY - Date Condition Report By AB7976 HISTORY - 1995 MONUMENTED MSHD AB7976 AB7976 STATION DESCRIPTION AB7976 AB7976'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1995 (KMW) AB7976'1.0 MI (1.6 KM) SOUTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF U.S. AB7976'HIGHWAY 45 ALT. IN BROOKVILLE, TO A SIDE ROAD AND MARK ON THE RIGHT, AB7976'93.0 FT. SOUTH OF THE CENTER OF GRAVEL ROAD, 48.0 FT (14.6 M) WEST OF AB7976'THE CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 47.0 FT (14.3 M) AB7976'SOUTHWEST OF F.E.S. OF A PIPE AT INTERSECTION OF GRAVEL ROAD, 3.5 FT AB7976'(1.1 M) NORTHWEST OF A POWER POLE AND 1.2 FT (0.4 M) EAST OF A AB7976'RIGHT-OF-WAY MARKER AND SET IN TOP OF A ROUND CONCRETE MONUMENT, FLUSH AB7976'WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0402 *********************************************************************** DJ0402 DESIGNATION - A 186 RESET 1964 DJ0402 PID - DJ0402 DJ0402 STATE/COUNTY- MS/NOXUBEE DJ0402 USGS QUAD - PICKENSVILLE (1982) DJ0402 DJ0402 *CURRENT SURVEY CONTROL DJ0402 ___________________________________________________________________ DJ0402* NAD 83(1986)- 33 14 34. (N) 088 22 02. (W) SCALED DJ0402* NAVD 88 - 60.43 (meters) 198.3 (feet) RESET DJ0402 ___________________________________________________________________ DJ0402 GEOID HEIGHT- -28.49 (meters) GEOID99 DJ0402 DJ0402 VERT ORDER - THIRD DJ0402 DJ0402.The horizontal coordinates were scaled from a topographic map and have DJ0402.an estimated accuracy of +/- 6 seconds. DJ0402 DJ0402.The orthometric height was computed from unverified reset data. DJ0402 DJ0402.The geoid height was determined by GEOID99. DJ0402 DJ0402; North East Units Estimated Accuracy DJ0402;SPC MS E - 415,060. 343,440. MT (+/- 180 meters Scaled) DJ0402 DJ0402 SUPERSEDED SURVEY CONTROL DJ0402 DJ0402 NGVD 29 - 60.40 (m) 198.2 (f) RESET 3 DJ0402 DJ0402.Superseded values are not recommended for survey control. DJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0402.See file dsdata.txt to determine how the superseded data were derived. DJ0402 DJ0402_MARKER: DB = BENCH MARK DISK DJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0402_STAMPING: A 186 RESET 1964 DJ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0402+STABILITY: SURFACE MOTION DJ0402 DJ0402 HISTORY - Date Condition Report By DJ0402 HISTORY - 1964 MONUMENTED CGS DJ0402 DJ0402 STATION DESCRIPTION DJ0402 DJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 DJ0402'1.0 MI W FROM BIGBEE VALLEY. DJ0402'THE MARK IS LOCATED ABOUT 1.0 MILE WEST ALONG A BLACK TOP ROAD FROM DJ0402'THE POST OFFICE IN BIGBEE VALLEY, NOXUBEE COUNTY, AT THE SOUTHWEST DJ0402'ANGLE OF A CROSSROADS, 38 FEET SOUTH OF THE CENTERLINE OF THE MAIN DJ0402'ROAD, 58 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD, 2 FEET DJ0402'EAST OF A POWER POLE, 1 FOOT SOUTH OF A FENCE LINE AND 1 FOOT SOUTH OF DJ0402'A METAL WITNESS POST. IT IS A STANDARD DISK, STAMPED A 186 RESET DJ0402'1964, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 DJ0402'INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2131 *********************************************************************** DJ2131 CBN - This is a Cooperative Base Network Control Station. DJ2131 DESIGNATION - BROOK 2 DJ2131 PID - DJ2131 DJ2131 STATE/COUNTY- MS/NOXUBEE DJ2131 USGS QUAD - BROOKSVILLE (1982) DJ2131 DJ2131 *CURRENT SURVEY CONTROL DJ2131 ___________________________________________________________________ DJ2131* NAD 83(1993)- 33 11 26.86996(N) 088 34 04.32920(W) ADJUSTED DJ2131* NAVD 88 - 75.09 (meters) 246.4 (feet) RESET DJ2131 ___________________________________________________________________ DJ2131 X - 133,535.488 (meters) COMP DJ2131 Y - -5,341,290.428 (meters) COMP DJ2131 Z - 3,471,711.706 (meters) COMP DJ2131 LAPLACE CORR- -0.42 (seconds) DEFLEC99 DJ2131 ELLIP HEIGHT- 46.63 (meters) GPS OBS DJ2131 GEOID HEIGHT- -28.45 (meters) GEOID99 DJ2131 DJ2131 HORZ ORDER - B DJ2131 VERT ORDER - THIRD DJ2131 ELLP ORDER - FOURTH CLASS II DJ2131 DJ2131.The horizontal coordinates were established by GPS observations DJ2131.and adjusted by the National Geodetic Survey in January 1994. DJ2131 DJ2131.The orthometric height was computed from unverified reset data. DJ2131 DJ2131.The X, Y, and Z were computed from the position and the ellipsoidal ht. DJ2131 DJ2131.The Laplace correction was computed from DEFLEC99 derived deflections. DJ2131 DJ2131.The ellipsoidal height was determined by GPS observations DJ2131.and is referenced to NAD 83. DJ2131 DJ2131.The geoid height was determined by GEOID99. DJ2131 DJ2131; North East Units Scale Converg. DJ2131;SPC MS E - 409,230.284 324,753.738 MT 0.99995755 +0 08 43.2 DJ2131;UTM 16 - 3,673,533.940 353,844.877 MT 0.99986338 -0 51 30.4 DJ2131 DJ2131: Primary Azimuth Mark Grid Az DJ2131:SPC MS E - BROOK AZ MK 174 05 30.3 DJ2131:UTM 16 - BROOK AZ MK 175 05 43.9 DJ2131 DJ2131|---------------------------------------------------------------------| DJ2131| PID Reference Object Distance Geod. Az | DJ2131| dddmmss.s | DJ2131| DJ0718 BROOK RM 1 51.586 METERS 08746 | DJ2131| DJ0716 BROOK 37.138 METERS 11954 | DJ2131| DJ0715 BROOK AZ MK APPROX. 0.6 KM 1741413.5 | DJ2131|---------------------------------------------------------------------| DJ2131 DJ2131 SUPERSEDED SURVEY CONTROL DJ2131 DJ2131 ELLIP HT - 46.62 (m) GP( ) 4 1 DJ2131 ELLIP HT - 46.67 (m) GP( ) 4 1 DJ2131 ELLIP HT - 42.67 (m) GP( ) 3 2 DJ2131 NAD 83(1986)- 33 11 26.88092(N) 088 34 04.32692(W) AD( ) 1 DJ2131 ELLIP HT - 46.67 (m) GP( ) 4 1 DJ2131 NGVD 29 - 75.05 (m) 246.2 (f) RESET 3 DJ2131 DJ2131.Superseded values are not recommended for survey control. DJ2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2131.See file dsdata.txt to determine how the superseded data were derived. DJ2131 DJ2131_MARKER: DS = TRIANGULATION STATION DISK DJ2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2131_STAMPING: BROOK 2 1991 DJ2131_MARK LOGO: NGS DJ2131_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2131+STABILITY: SURFACE MOTION DJ2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DJ2131+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2000 DJ2131 DJ2131 HISTORY - Date Condition Report By DJ2131 HISTORY - 1991 MONUMENTED MSHD DJ2131 HISTORY - 19910501 GOOD MSHD DJ2131 HISTORY - 19921006 GOOD MSHD DJ2131 HISTORY - 19930528 GOOD DJ2131 HISTORY - 19940123 GOOD NOS DJ2131 HISTORY - 20000801 GOOD NGS DJ2131 DJ2131 STATION DESCRIPTION DJ2131 DJ2131'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 DJ2131'7.1 KM (4.4 MI) NORTH ALONG OLD HIGHWAY 45 (JEFFERSON STREET) FROM THE DJ2131'COURTHOUSE IN MACON, THENCE 2.1 KM (1.3 MI) NORTH ALONG U.S. HIGHWAY DJ2131'45 TO A GRAVEL ROAD ON THE RIGHT AND MARK ON THE LEFT, 55.63 M DJ2131'(182.51 FT) NORTH OF A POWER POLE, 14.32 M (46.98 FT) WEST OF THE DJ2131'CENTER OF THE SOUTH BOUND LANES OF HIGHWAY 45, 11.12 M (36.48 FT) DJ2131'SOUTH OF A POWER POLE WITH METER ATTACHED, 1.2 M (3.9 FT) EAST OF A DJ2131'CARSONITE WITNESS POST SET IN FENCELINE, IN TOP OF A ROUND CONCRETE DJ2131'POST, FLUSH WITH THE GROUND. DJ2131 DJ2131 STATION RECOVERY (1991) DJ2131 DJ2131'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 (DDR) DJ2131'MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 45 ABOUT 6.0 MI DJ2131'(9.7 KM) NORTH OF MACON, 3.0 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE AND DJ2131'ON HIGHWAY RIGHT OF WAY. DJ2131'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 14 IN DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI (9.90 DJ2131'KM) TO A SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT. DJ2131'STATION MARKS ARE STANDARD NGS DISKS STAMPED---BROOK 2 1991---SURFACE DJ2131'MARK IS SET IN TOP OF A ROUND CONCRETE POST, 1 INCH BELOW THE SURFACE DJ2131'OF GROUND. IT IS 612.368 M (2009.077 FT) NORTH OF BROOK AZIMUTH MARK DJ2131'1955 IN AZIMUTH 354-14-14.8 FROM NORTH, 55.63 M (182.51 FT) NORTH OF A DJ2131'POWER POLE, 14.32 M (46.98 FT) WEST OF THE CENTER OF THE SOUTH BOUND DJ2131'LANES OF HIGHWAY 45, 11.12 M (36.48 FT) SOUTH OF POWER POLE WITH METER DJ2131'ATTACHED, 1.22 M (4.00 FT) EAST OF A FENCE AND 1.10 M (3.61 FT) EAST DJ2131'OF A CARSONITE WITNESS POST. DJ2131 DJ2131 STATION RECOVERY (1992) DJ2131 DJ2131'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 DJ2131'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF MACON ON THE WEST DJ2131'R.O.W. OF U.S. HIGHWAY 45, 3 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE DJ2131'OPPOSITE A SIDE ROAD LEADING EAST AND IS IN SECTION 4, T 15N, R 17E. DJ2131'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 14 AT DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI DJ2131'(9.90 KM) TO A SIDE ROAD RIGHT AND THE MARK ON THE LEFT. DJ2131'MARK IS A STANDARD NGS DISK SET IN THE TOP OF A ROUND CONCRETE POST, 1 DJ2131'INCH BELOW THE GROUND, 182.5 FT (55.6 M) NORTH OF A POWER POLE, 47 FT DJ2131'(14.3 M) WEST OF THE CENTER OF THE SOUTH BOUND LANE OF HIGHWAY 45, DJ2131'36.5 FT (11.1 M) SOUTH OF A POWER POLE WITH A METER ON IT, 4 FT DJ2131'(1.2 M) EAST OF A FENCE AND 3.6 FT (1.1 M) EAST OF A CARSONITE DJ2131'WITNESS POST. DJ2131'MARK IS LOCATED ALONG THE WEST SIDE OF U.S. HIGHWAY 45 ABOUT 6.0 MI DJ2131'(9.7 KM) NORTH OF MACON, 3.0 MI (4.8 KM) SOUTHEAST OF BROOKSVILLE AND DJ2131'ON HIGHWAY RIGHT OF WAY. DJ2131'TO REACH FROM THE JUNCTION OF U.S HIGHWAY 45 AND STATE HIGHWAY 14 IN DJ2131'THE EAST EDGE OF MACON, GO NORTH ON U.S. HIGHWAY 45 FOR 6.15 MI DJ2131'(9.90 KM) TO A SIDE ROAD ON THE RIGHT AND MARK ON THE LEFT. DJ2131'STATION MARKS ARE STANDARD NGS DISKS, STAMPED---BROOK 2 1991---SURFACE DJ2131'MARK IS SET IN TOP OF A ROUND CONCRETE POST, 1 INCH BELOW THE SURFACE DJ2131'OF GROUND. IT IS 612.368 M (2009.077 FT) NORTH OF BROOK AZIMUTH MARK DJ2131'1955 IN AZIMUTH 354-14-14.8 FROM NORTH, 55.63 M (182.51 FT) NORTH OF DJ2131'A POWER POLE, 14.32 M (46.98 FT) WEST OF THE CENTER OF THE SOUTH DJ2131'BOUND LANES OF HIGHWAY 45, 11.12 M (36.48 FT) SOUTH OF POWER POLE DJ2131'WITH METER ATTACHED, 1.22 M (4.00 FT) EAST OF A FENCE AND 1.10 M DJ2131'(3.61 FT) EAST OF A CARSONITE WITNESS POST. DJ2131 DJ2131 STATION RECOVERY (1993) DJ2131 DJ2131'RECOVERED 1993 DJ2131'RECOVERED IN GOOD CONDITION. DJ2131 DJ2131 STATION RECOVERY (1994) DJ2131 DJ2131'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1994 (RPB) DJ2131'RECOVERED AS DESCRIBED. DJ2131 DJ2131 STATION RECOVERY (2000) DJ2131 DJ2131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 DJ2131'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2116 *********************************************************************** DJ2116 DESIGNATION - BROOKSVILLE RM 3 DJ2116 PID - DJ2116 DJ2116 STATE/COUNTY- MS/NOXUBEE DJ2116 USGS QUAD - BROOKSVILLE (1982) DJ2116 DJ2116 *CURRENT SURVEY CONTROL DJ2116 ___________________________________________________________________ DJ2116* NAD 83(1986)- 33 14 43. (N) 088 34 13. (W) SCALED DJ2116* NAVD 88 - 86.49 (meters) 283.8 (feet) RESET DJ2116 ___________________________________________________________________ DJ2116 GEOID HEIGHT- -28.43 (meters) GEOID99 DJ2116 DJ2116 VERT ORDER - THIRD DJ2116 DJ2116.The horizontal coordinates were scaled from a topographic map and have DJ2116.an estimated accuracy of +/- 6 seconds. DJ2116 DJ2116.The orthometric height was computed from unverified reset data. DJ2116 DJ2116.The geoid height was determined by GEOID99. DJ2116 DJ2116; North East Units Estimated Accuracy DJ2116;SPC MS E - 415,270. 324,510. MT (+/- 180 meters Scaled) DJ2116 DJ2116 SUPERSEDED SURVEY CONTROL DJ2116 DJ2116 NGVD 29 - 86.46 (m) 283.7 (f) RESET 3 DJ2116 DJ2116.Superseded values are not recommended for survey control. DJ2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2116.See file dsdata.txt to determine how the superseded data were derived. DJ2116 DJ2116_MARKER: DR = REFERENCE MARK DISK DJ2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2116_STAMPING: BROOKSVILLE 1955 NO 3 1980 DJ2116_MARK LOGO: NGS DJ2116_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2116+STABILITY: SURFACE MOTION DJ2116 DJ2116 HISTORY - Date Condition Report By DJ2116 HISTORY - 1986 MONUMENTED NGS DJ2116 DJ2116 STATION DESCRIPTION DJ2116 DJ2116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 DJ2116'9.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN MACON DJ2116'TO THE FORKS OF U.S.HIGHWAYS 45 AND 45 ALT, AT BROOKSVILLE, THENCE DJ2116'NORTH ALONG U.S. HIGHWAY 45 FOR 0.7 MILE TO MARK ON THE LEFT, JUST DJ2116'BEFORE REACHING JUNCTION OF STATE HIGHWAY 388 ON THE RIGHT, 158.5 FT DJ2116'(48.3 M) SOUTHWEST OF INTERSECTION OF HIGHWAYS, 48.9 FT (14.9 M) WEST DJ2116'OF THE CENTER OF HIGHWAY 45 AND 31.5 FT (9.6 M) SOUTH OF A POWER DJ2116'POLE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2117 *********************************************************************** DJ2117 DESIGNATION - BROOKSVILLE RM 5 DJ2117 PID - DJ2117 DJ2117 STATE/COUNTY- MS/NOXUBEE DJ2117 USGS QUAD - BROOKSVILLE (1982) DJ2117 DJ2117 *CURRENT SURVEY CONTROL DJ2117 ___________________________________________________________________ DJ2117* NAD 83(1986)- 33 14 43. (N) 088 34 13. (W) SCALED DJ2117* NAVD 88 - 85.97 (meters) 282.1 (feet) RESET DJ2117 ___________________________________________________________________ DJ2117 GEOID HEIGHT- -28.43 (meters) GEOID99 DJ2117 DJ2117 VERT ORDER - THIRD DJ2117 DJ2117.The horizontal coordinates were scaled from a topographic map and have DJ2117.an estimated accuracy of +/- 6 seconds. DJ2117 DJ2117.The orthometric height was computed from unverified reset data. DJ2117 DJ2117.The geoid height was determined by GEOID99. DJ2117 DJ2117; North East Units Estimated Accuracy DJ2117;SPC MS E - 415,270. 324,510. MT (+/- 180 meters Scaled) DJ2117 DJ2117 SUPERSEDED SURVEY CONTROL DJ2117 DJ2117 NGVD 29 - 85.95 (m) 282.0 (f) RESET 3 DJ2117 DJ2117.Superseded values are not recommended for survey control. DJ2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2117.See file dsdata.txt to determine how the superseded data were derived. DJ2117 DJ2117_MARKER: DR = REFERENCE MARK DISK DJ2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2117_STAMPING: BROOKSVILLE 1955 NO 5 1986 DJ2117_MARK LOGO: NGS DJ2117_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2117+STABILITY: SURFACE MOTION DJ2117 DJ2117 HISTORY - Date Condition Report By DJ2117 HISTORY - 1986 MONUMENTED NGS DJ2117 DJ2117 STATION DESCRIPTION DJ2117 DJ2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 DJ2117'9.15 MILES NORTH ALONG U.S. HIGHWAY 45 FROM THE POST OFFICE IN MACON DJ2117'TO THE FORKS OF U.S. HIGHWAYS 45 AND 45 ALT, AT BROOKSVILLE, THENCE DJ2117'NORTH ALONG U.S. HIGHWAY 45 FOR 0.7 MILE TO MARK ON THE RIGHT, JUST DJ2117'BEFORE REACHING JUNCTION OF STATE HIGHWAY 388 ON THE RIGHT, 279.0 FT DJ2117'(85.0 M) SOUTH OF THE CENTER OF HIGHWAY 388, 172.0 FT (52.4 M) EAST DJ2117'OF THE CENTER OF HIGHWAY 45, 161.0 FT (49.1 M) SOUTHWEST OF A METAL DJ2117'TELEPHONE CABLE BOX, 2.5 FT (0.8 M) SOUTHWEST OF A WOODEN DJ2117'RIGHT-OF-WAY POST AND 2.5 FT (0.8 M) NORTHEAST OF A WOODEN DJ2117'RIGHT-OF-WAY POST, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1056 *********************************************************************** CO1056 DESIGNATION - E 184 RESET 1979 CO1056 PID - CO1056 CO1056 STATE/COUNTY- MS/NOXUBEE CO1056 USGS QUAD - SHUQUALAK (1982) CO1056 CO1056 *CURRENT SURVEY CONTROL CO1056 ___________________________________________________________________ CO1056* NAD 83(1986)- 32 59 01. (N) 088 33 15. (W) SCALED CO1056* NAVD 88 - 63.027 (meters) 206.78 (feet) ADJUSTED CO1056 ___________________________________________________________________ CO1056 GEOID HEIGHT- -28.55 (meters) GEOID99 CO1056 DYNAMIC HT - 62.957 (meters) 206.55 (feet) COMP CO1056 MODELED GRAV- 979,527.5 (mgal) NAVD 88 CO1056 CO1056 VERT ORDER - FIRST CLASS II CO1056 CO1056.The horizontal coordinates were scaled from a topographic map and have CO1056.an estimated accuracy of +/- 6 seconds. CO1056 CO1056.The orthometric height was determined by differential leveling CO1056.and adjusted by the National Geodetic Survey in June 1991. CO1056 CO1056.The geoid height was determined by GEOID99. CO1056 CO1056.The dynamic height is computed by dividing the NAVD 88 CO1056.geopotential number by the normal gravity value computed on the CO1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CO1056.degrees latitude (g = 980.6199 gals.). CO1056 CO1056.The modeled gravity was interpolated from observed gravity values. CO1056 CO1056; North East Units Estimated Accuracy CO1056;SPC MS E - 386,260. 326,090. MT (+/- 180 meters Scaled) CO1056 CO1056 SUPERSEDED SURVEY CONTROL CO1056 CO1056 NGVD 29 - 63.00 (m) 206.7 (f) RESET 3 CO1056 CO1056.Superseded values are not recommended for survey control. CO1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1056.See file dsdata.txt to determine how the superseded data were derived. CO1056 CO1056_MARKER: DB = BENCH MARK DISK CO1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1056_STAMPING: E 184 RESET 1979 CO1056_MARK LOGO: NGS CO1056_PROJECTION: FLUSH CO1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1056+STABILITY: SURFACE MOTION CO1056 CO1056 HISTORY - Date Condition Report By CO1056 HISTORY - 1979 MONUMENTED NGS CO1056 HISTORY - 1983 GOOD NGS CO1056 CO1056 STATION DESCRIPTION CO1056 CO1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 CO1056'0.65 MI EAST FROM SHUQUALAK. CO1056'0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1056'HIGHWAYS 21 AND 39 IN SHUQUALAK, THENCE EAST ALONG COUNTY ROAD FOR 0.4 CO1056'MILE TO MARK ON THE RIGHT, 43 FT. SOUTHEAST OF CENTER OF ROAD, 36 FT. CO1056'WEST SOUTHWEST OF THE NORTHWEST CORNER OF LARGE ABANDON HOUSE, 21 FT. CO1056'WEST OF A 28 INCH PECAN TREE, 1.5 FT. EAST OF FENCELINE. CO1056 CO1056 STATION RECOVERY (1983) CO1056 CO1056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 CO1056'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1057 *********************************************************************** CO1057 DESIGNATION - F 184 RESET 1979 CO1057 PID - CO1057 CO1057 STATE/COUNTY- MS/NOXUBEE CO1057 USGS QUAD - SHUQUALAK (1982) CO1057 CO1057 *CURRENT SURVEY CONTROL CO1057 ___________________________________________________________________ CO1057* NAD 83(1986)- 32 59 08. (N) 088 32 13. (W) SCALED CO1057* NAVD 88 - 55.213 (meters) 181.14 (feet) ADJUSTED CO1057 ___________________________________________________________________ CO1057 GEOID HEIGHT- -28.57 (meters) GEOID99 CO1057 DYNAMIC HT - 55.152 (meters) 180.94 (feet) COMP CO1057 MODELED GRAV- 979,528.6 (mgal) NAVD 88 CO1057 CO1057 VERT ORDER - FIRST CLASS II CO1057 CO1057.The horizontal coordinates were scaled from a topographic map and have CO1057.an estimated accuracy of +/- 6 seconds. CO1057 CO1057.The orthometric height was determined by differential leveling CO1057.and adjusted by the National Geodetic Survey in June 1991. CO1057 CO1057.The geoid height was determined by GEOID99. CO1057 CO1057.The dynamic height is computed by dividing the NAVD 88 CO1057.geopotential number by the normal gravity value computed on the CO1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CO1057.degrees latitude (g = 980.6199 gals.). CO1057 CO1057.The modeled gravity was interpolated from observed gravity values. CO1057 CO1057; North East Units Estimated Accuracy CO1057;SPC MS E - 386,480. 327,700. MT (+/- 180 meters Scaled) CO1057 CO1057 SUPERSEDED SURVEY CONTROL CO1057 CO1057 NGVD 29 - 55.17 (m) 181.0 (f) RESET 3 CO1057 CO1057.Superseded values are not recommended for survey control. CO1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1057.See file dsdata.txt to determine how the superseded data were derived. CO1057 CO1057_MARKER: DB = BENCH MARK DISK CO1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1057_STAMPING: F 184 RESET 1979 CO1057_MARK LOGO: NGS CO1057_PROJECTION: FLUSH CO1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1057+STABILITY: SURFACE MOTION CO1057 CO1057 HISTORY - Date Condition Report By CO1057 HISTORY - 1979 MONUMENTED NGS CO1057 HISTORY - 1983 GOOD NGS CO1057 CO1057 STATION DESCRIPTION CO1057 CO1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 CO1057'1.65 MI EAST FROM SHUQUALAK. CO1057'0.25 MILE NORTH ALONG U.S. HIGHWAY 45 FROM THE JUNCTION OF STATE CO1057'HIGHWAYS 21 AND 39 IN SHUQUALAK, THENCE EAST NORTHEAST ALONG COUNTY CO1057'ROAD FOR 1.4 MILES TO MARK ON THE LEFT, 75 FT. NORTHWEST OF THE CO1057'CENTER OF ROAD, 48 FT. WEST OF 28 INCH PINE TREE, 22.5 FT. NORTH OF CO1057'20 INCH PINE TREE AND 6 FT. SOUTHEAST OF SOUTH EDGE OF POWERLINE CO1057'CLEARING. CO1057 CO1057 STATION RECOVERY (1983) CO1057 CO1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 CO1057'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1473 *********************************************************************** DJ1473 DESIGNATION - G 71 RESET 1979 DJ1473 PID - DJ1473 DJ1473 STATE/COUNTY- MS/NOXUBEE DJ1473 USGS QUAD - MC LEOD (1973) DJ1473 DJ1473 *CURRENT SURVEY CONTROL DJ1473 ___________________________________________________________________ DJ1473* NAD 83(1986)- 33 05 24. (N) 088 23 26. (W) SCALED DJ1473* NAVD 88 - 62.89 (meters) 206.3 (feet) RESET DJ1473 ___________________________________________________________________ DJ1473 GEOID HEIGHT- -28.63 (meters) GEOID99 DJ1473 DJ1473 VERT ORDER - THIRD DJ1473 DJ1473.The horizontal coordinates were scaled from a topographic map and have DJ1473.an estimated accuracy of +/- 6 seconds. DJ1473 DJ1473.The orthometric height was computed from unverified reset data. DJ1473.No vertical observational check was made to the station. DJ1473 DJ1473.The geoid height was determined by GEOID99. DJ1473 DJ1473; North East Units Estimated Accuracy DJ1473;SPC MS E - 398,110. 341,340. MT (+/- 180 meters Scaled) DJ1473 DJ1473 SUPERSEDED SURVEY CONTROL DJ1473 DJ1473 NGVD 29 - 62.86 (m) 206.2 (f) RESET 3 DJ1473 DJ1473.Superseded values are not recommended for survey control. DJ1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1473.See file dsdata.txt to determine how the superseded data were derived. DJ1473 DJ1473_MARKER: DB = BENCH MARK DISK DJ1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1473_STAMPING: G 71 RESET 1979 DJ1473_PROJECTION: FLUSH DJ1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1473+STABILITY: SURFACE MOTION DJ1473 DJ1473 HISTORY - Date Condition Report By DJ1473 HISTORY - 1979 MONUMENTED NGS DJ1473 DJ1473 STATION DESCRIPTION DJ1473 DJ1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 DJ1473'10.4 MI EAST FROM MACON. DJ1473'9.15 MILES EAST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S. DJ1473'HIGHWAY 45, 1 MILE EAST OF MACON, TO A SIDE ROAD ON THE LEFT, TURN DJ1473'LEFT THEN RIGHT AND FOLLOW ROAD EAST FOR 0.3 MILE TO MARK ON RIGHT, 75 DJ1473'FT. SOUTH OF CENTER OF ROAD, 32 FT. SOUTHEAST OF NORTHEAST CORNER DJ1473'OF BUILDING, 27.5 FT. EAST NORTHEAST OF SOUTHEAST CORNER OF BUILDING, DJ1473'1.5 FT. NORTH OF POWER POLE WITH TRANSFORMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ0359 *********************************************************************** DJ0359 DESIGNATION - K 71 RESET 1960 DJ0359 PID - DJ0359 DJ0359 STATE/COUNTY- MS/NOXUBEE DJ0359 USGS QUAD - DANCY (1982) DJ0359 DJ0359 *CURRENT SURVEY CONTROL DJ0359 ___________________________________________________________________ DJ0359* NAD 83(1986)- 33 02 43. (N) 088 20 02. (W) SCALED DJ0359* NAVD 88 - 57.99 (meters) 190.3 (feet) RESET DJ0359 ___________________________________________________________________ DJ0359 GEOID HEIGHT- -28.72 (meters) GEOID99 DJ0359 DJ0359 VERT ORDER - THIRD DJ0359 DJ0359.The horizontal coordinates were scaled from a topographic map and have DJ0359.an estimated accuracy of +/- 6 seconds. DJ0359 DJ0359.The orthometric height was computed from unverified reset data. DJ0359 DJ0359.The geoid height was determined by GEOID99. DJ0359 DJ0359; North East Units Estimated Accuracy DJ0359;SPC MS E - 393,170. 346,650. MT (+/- 180 meters Scaled) DJ0359 DJ0359 SUPERSEDED SURVEY CONTROL DJ0359 DJ0359 NGVD 29 - 57.95 (m) 190.1 (f) RESET 3 DJ0359 DJ0359.Superseded values are not recommended for survey control. DJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ0359.See file dsdata.txt to determine how the superseded data were derived. DJ0359 DJ0359_MARKER: DB = BENCH MARK DISK DJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ0359_STAMPING: K 71 RESET 1960 DJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ0359+STABILITY: SURFACE MOTION DJ0359 DJ0359 HISTORY - Date Condition Report By DJ0359 HISTORY - 1960 MONUMENTED CGS DJ0359 HISTORY - 1963 GOOD MSHD DJ0359 DJ0359 STATION DESCRIPTION DJ0359 DJ0359'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1963 DJ0359'16.3 MI E FROM MACON. DJ0359'TO REACH THE MARK FROM THE COURTHOUSE IN MACON, GO EAST ALONG STATE DJ0359'HIGHWAY 14 FOR 16.3 MILES TO THE MISSISSIPPI - ALABAMA STATE LINE AND DJ0359'THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP OF A 10-INCH DJ0359'ROUND CONCRETE POST. IT IS 51 FEET SOUTH OF THE CENTERLINE OF THE DJ0359'HIGHWAY, 30 FEET SOUTH OF A COUNTY LINE SIGN, 2 FEET NORTHWEST OF A DJ0359'CORNER FENCE POST, 1.0 FOOT NORTH OF A FENCE, 1.0 FOOT SOUTHWEST OF A DJ0359'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND DJ0359'PROJECTS 4 INCHES.