1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ2132 *********************************************************************** DJ2132 DESIGNATION - TIBBEE 2 DJ2132 PID - DJ2132 DJ2132 STATE/COUNTY- MS/CLAY DJ2132 USGS QUAD - WEST POINT (1987) DJ2132 DJ2132 *CURRENT SURVEY CONTROL DJ2132 ___________________________________________________________________ DJ2132* NAD 83(1986)- 33 31 41. (N) 088 39 34. (W) SCALED DJ2132* NAVD 88 - 79.56 (meters) 261.0 (feet) RESET DJ2132 ___________________________________________________________________ DJ2132 GEOID HEIGHT- -28.05 (meters) GEOID99 DJ2132 DJ2132 VERT ORDER - THIRD DJ2132 DJ2132.The horizontal coordinates were scaled from a topographic map and have DJ2132.an estimated accuracy of +/- 6 seconds. DJ2132 DJ2132.The orthometric height was computed from unverified reset data. DJ2132.No vertical observational check was made to the station. DJ2132 DJ2132.The geoid height was determined by GEOID99. DJ2132 DJ2132; North East Units Estimated Accuracy DJ2132;SPC MS E - 446,620. 316,150. MT (+/- 180 meters Scaled) DJ2132 DJ2132 SUPERSEDED SURVEY CONTROL DJ2132 DJ2132 NGVD 29 - 79.54 (m) 261.0 (f) RESET 3 DJ2132 DJ2132.Superseded values are not recommended for survey control. DJ2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ2132.See file dsdata.txt to determine how the superseded data were derived. DJ2132 DJ2132_MARKER: DH = HORIZONTAL CONTROL DISK DJ2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ2132_STAMPING: TIBBEE 2 1991 DJ2132_MARK LOGO: NGS DJ2132_MAGNETIC: N = NO MAGNETIC MATERIAL DJ2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ2132+STABILITY: SURFACE MOTION DJ2132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DJ2132+SATELLITE: SATELLITE OBSERVATIONS - 1991 DJ2132 DJ2132 HISTORY - Date Condition Report By DJ2132 HISTORY - 1991 MONUMENTED MSHD DJ2132 DJ2132 STATION DESCRIPTION DJ2132 DJ2132'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 DJ2132'5.2 MI (8.4 KM) SOUTH ALONG U.S. HIGHWAY 45 ALT. FROM THE JUNCTION OF DJ2132'COUNTY ROUTE 50 IN WEST POINT TO A PAVED CROSSROAD AND MARK IN THE DJ2132'SOUTHWEST ANGLE OF INTERSECTION, 200.0 FT (61.0 M) SOUTH OF THE DJ2132'CENTER OF PAVED ROAD, 90.5 FT (27.6 M) WEST OF THE CENTER OF THE DJ2132'SOUTH BOUND LANES OF HIGHWAY 45 ALT., 26.5 FT (8.1 M) NORTH NORTHEAST DJ2132'OF NORTHEAST GUY WIRE ANCHOR, 4.2 FT (1.3 M) SOUTH OF POWER POLE WITH DJ2132'THREE GUY WIRES AND 1.7 FT (0.5 M) WEST AND NORTH OF TWO CARSONITE DJ2132'WITNESS POST, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE DJ2132'GROUND AND ABOUT 2.5 FEET ABOVE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1478 *********************************************************************** DJ1478 DESIGNATION - W 5 32 USE RESET 1981 DJ1478 PID - DJ1478 DJ1478 STATE/COUNTY- MS/CLAY DJ1478 USGS QUAD - STRONG (1987) DJ1478 DJ1478 *CURRENT SURVEY CONTROL DJ1478 ___________________________________________________________________ DJ1478* NAD 83(1986)- 33 39 28. (N) 088 31 25. (W) SCALED DJ1478* NAVD 88 - 76.45 (meters) 250.8 (feet) RESET DJ1478 ___________________________________________________________________ DJ1478 GEOID HEIGHT- -27.83 (meters) GEOID99 DJ1478 DJ1478 VERT ORDER - THIRD DJ1478 DJ1478.The horizontal coordinates were scaled from a topographic map and have DJ1478.an estimated accuracy of +/- 6 seconds. DJ1478 DJ1478.The orthometric height was computed from unverified reset data. DJ1478.No vertical observational check was made to the station. DJ1478 DJ1478.The geoid height was determined by GEOID99. DJ1478 DJ1478; North East Units Estimated Accuracy DJ1478;SPC MS E - 461,030. 328,730. MT (+/- 180 meters Scaled) DJ1478 DJ1478 SUPERSEDED SURVEY CONTROL DJ1478 DJ1478.No superseded survey control is available for this station. DJ1478 DJ1478_MARKER: DB = BENCH MARK DISK DJ1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1478_STAMPING: W 5-32 RESET 1981 USE DJ1478_PROJECTION: FLUSH DJ1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1478+STABILITY: SURFACE MOTION DJ1478 DJ1478 HISTORY - Date Condition Report By DJ1478 HISTORY - 1981 MONUMENTED NGS DJ1478 DJ1478 STATION DESCRIPTION DJ1478 DJ1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 DJ1478'11.6 KM (7.2 MI) SE FROM STRONGS. DJ1478'5.8 KM (3.6 MI) EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF U.S. DJ1478'HIGHWAY 45 ALT. AT THE WEST EDGE OF WEST POINT, TO A PAVED CROSSROAD, DJ1478'THENCE 10.6 KM (6.6 MI) NORTHEAST ALONG PAVED ROAD TO A CROSSROAD, DJ1478'THENCE 2.7 KM (1.65 MI) NORTH ALONG GRAVEL ROAD TO A SIDE ROAD AND DJ1478'MARK ON THE LEFT, 21.3 METERS (70.0 FT) WEST OF THE CENTER OF THE DJ1478'NORTH-SOUTH ROAD, 18.3 METERS (60.0 FT) SOUTH OF THE CENTER OF DJ1478'ROAD LEADING WEST, 8.7 METERS (28.5 FT) WEST OF A POWERPOLE, DJ1478'AND 0.7 METER (2.3 FT) EAST OF A TWIN PINE TREE. DJ1478'THE MARK IS 1.0 FT W FROM A WITNESS POST. DJ1478'THE MARK IS 4.0 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1053 *********************************************************************** DJ1053 DESIGNATION - W 5 36 RESET 1974 DJ1053 PID - DJ1053 DJ1053 STATE/COUNTY- MS/CLAY DJ1053 USGS QUAD - STRONG (1987) DJ1053 DJ1053 *CURRENT SURVEY CONTROL DJ1053 ___________________________________________________________________ DJ1053* NAD 83(1986)- 33 38 08. (N) 088 31 07. (W) SCALED DJ1053* NAVD 88 - 65.38 (meters) 214.5 (feet) RESET DJ1053 ___________________________________________________________________ DJ1053 GEOID HEIGHT- -27.87 (meters) GEOID99 DJ1053 DJ1053 VERT ORDER - THIRD DJ1053 DJ1053.The horizontal coordinates were scaled from a topographic map and have DJ1053.an estimated accuracy of +/- 6 seconds. DJ1053 DJ1053.The orthometric height was computed from unverified reset data. DJ1053.No vertical observational check was made to the station. DJ1053 DJ1053.The geoid height was determined by GEOID99. DJ1053 DJ1053; North East Units Estimated Accuracy DJ1053;SPC MS E - 458,570. 329,200. MT (+/- 180 meters Scaled) DJ1053 DJ1053 SUPERSEDED SURVEY CONTROL DJ1053 DJ1053 NGVD 29 - 65.36 (m) 214.4 (f) RESET 3 DJ1053 DJ1053.Superseded values are not recommended for survey control. DJ1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1053.See file dsdata.txt to determine how the superseded data were derived. DJ1053 DJ1053_MARKER: DD = SURVEY DISK DJ1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1053_STAMPING: W 5-36 RESET 1974 DJ1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1053+STABILITY: SURFACE MOTION DJ1053 DJ1053 HISTORY - Date Condition Report By DJ1053 HISTORY - 1974 MONUMENTED NGS DJ1053 DJ1053 STATION DESCRIPTION DJ1053 DJ1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 DJ1053'8.8 MI SE FROM STRONGS. DJ1053'LOCATED 3.55 MILES EAST ALONG STATE HIGHWAY 50 FROM THE JUNCTION OF DJ1053'U.S. HIGHWAY 45 IN WEST POINT, THEN NORTH ALONG PAVED ROAD FOR 2.0 DJ1053'MILES TO A SIDE ROAD LEFT, CONTINUE EAST ALONG PAVED ROAD FOR 4.45 DJ1053'MILES TO A CROSSROAD AND MARK IN SOUTHWEST ANGLE INTERSECTION, 87 FEET DJ1053'SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER, 57 FEET WEST OF THE DJ1053'CENTER OF GRADED ROAD, 40 FEET SOUTH OF THE CENTER OF PAVED ROAD, 32.5 DJ1053'FEET WEST OF FENCE CORNER, 1.0 FOOT EAST OF METAL WITNESS POST AND DJ1053'SIGN AND 0.5 FOOT NORTH OF FENCELINE. IT IS A USE DISK, STAMPED W 5 - DJ1053'36 RESET 1974 AND SET IN THE TOP OF A 5 X 5 INCH CONCRETE POST, DJ1053'PROJECTING 2 INCHES.