1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0406 *********************************************************************** CP0406 DESIGNATION - 20 V 44 RESET CP0406 PID - CP0406 CP0406 STATE/COUNTY- MS/HINDS CP0406 USGS QUAD - RAYMOND (1980) CP0406 CP0406 *CURRENT SURVEY CONTROL CP0406 ___________________________________________________________________ CP0406* NAD 83(1986)- 32 21 35. (N) 090 27 22. (W) SCALED CP0406* NAVD 88 - 71.59 (+/-2cm) 234.9 (feet) VERTCON CP0406 ___________________________________________________________________ CP0406 GEOID HEIGHT- -26.47 (meters) GEOID99 CP0406 CP0406 VERT ORDER - THIRD (See Below) CP0406 CP0406.The horizontal coordinates were scaled from a topographic map and have CP0406.an estimated accuracy of +/- 6 seconds. CP0406 CP0406.The NAVD 88 height was computed by applying the VERTCON shift value to CP0406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0406.The vertical order pertains to the superseded datum. CP0406 CP0406.The geoid height was determined by GEOID99. CP0406 CP0406; North East Units Estimated Accuracy CP0406;SPC MS W - 317,040. 688,440. MT (+/- 180 meters Scaled) CP0406 CP0406 SUPERSEDED SURVEY CONTROL CP0406 CP0406 NGVD 29 - 71.61 (m) 234.9 (f) RESET 3 CP0406 CP0406.Superseded values are not recommended for survey control. CP0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0406.See file dsdata.txt to determine how the superseded data were derived. CP0406 CP0406_MARKER: DD = SURVEY DISK CP0406_SETTING: 30 = CULVERT CP0406_STAMPING: 20V-44 1963 RESET 1968 CP0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0406 CP0406 HISTORY - Date Condition Report By CP0406 HISTORY - 1968 MONUMENTED MSHD CP0406 HISTORY - 1977 MARK NOT FOUND MSHD CP0406 CP0406 STATION DESCRIPTION CP0406 CP0406'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1968 CP0406'1.3 MI NE FROM BOLTON. CP0406'TO REACH FROM THE TRAFFIC LIGHT AT MADISON STREET AND OLD U.S. HIGHWAY CP0406'80 (AT THE POST OFFICE) IN BOLTON GO NORTH ON MADISON STREET FOR 0.8 CP0406'MILE TO NEW U.S. HIGHWAY 80. TURN RIGHT (EAST) ON U.S. HIGHWAY 80 FOR CP0406'0.5 MILE TO A 30 INCH CONCRETE CULVERT AND THE MARK ON THE RIGHT. THE CP0406'MARK IS A DISK SET IN CEMENT IN A DRILLED HOLE IN THE TOP OF THE SOUTH CP0406'HEADWALL OF A CULVERT UNDER HIGHWAY 80. IT IS 44 FEET SOUTH OF THE CP0406'CENTER LINE OF U.S. HIGHWAY 80 AND ABOUT 6 FEET BELOW THE LEVEL OF THE CP0406'HIGHWAY. CP0406 CP0406 STATION RECOVERY (1977) CP0406 CP0406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0406'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0372 *********************************************************************** CP0372 DESIGNATION - 20 V 58 RESET CP0372 PID - CP0372 CP0372 STATE/COUNTY- MS/HINDS CP0372 USGS QUAD - JACKSON (1998) CP0372 CP0372 *CURRENT SURVEY CONTROL CP0372 ___________________________________________________________________ CP0372* NAD 83(1986)- 32 17 31. (N) 090 14 23. (W) SCALED CP0372* NAVD 88 - 107.89 (+/-2cm) 354.0 (feet) VERTCON CP0372 ___________________________________________________________________ CP0372 GEOID HEIGHT- -26.25 (meters) GEOID99 CP0372 CP0372 VERT ORDER - THIRD (See Below) CP0372 CP0372.The horizontal coordinates were scaled from a topographic map and have CP0372.an estimated accuracy of +/- 6 seconds. CP0372 CP0372.The NAVD 88 height was computed by applying the VERTCON shift value to CP0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0372.The vertical order pertains to the superseded datum. CP0372 CP0372.The geoid height was determined by GEOID99. CP0372 CP0372; North East Units Estimated Accuracy CP0372;SPC MS W - 309,530. 708,820. MT (+/- 180 meters Scaled) CP0372 CP0372 SUPERSEDED SURVEY CONTROL CP0372 CP0372 NGVD 29 - 107.92 (m) 354.1 (f) RESET 3 CP0372 CP0372.Superseded values are not recommended for survey control. CP0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0372.See file dsdata.txt to determine how the superseded data were derived. CP0372 CP0372_MARKER: DD = SURVEY DISK CP0372_SETTING: 0 = UNSPECIFIED SETTING CP0372_STAMPING: 20V 58 RESET 1973 CP0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0372 CP0372 HISTORY - Date Condition Report By CP0372 HISTORY - 1973 MONUMENTED MSHD CP0372 HISTORY - 1977 GOOD MSHD CP0372 CP0372 STATION DESCRIPTION CP0372 CP0372'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0372'3.2 MI WSW FROM JACKSON. CP0372'THE MARK IS LOCATED 3.2 MILES WEST-SOUTHWEST OF THE CENTER OF DOWNTOWN CP0372'JACKSON AT THE NORTHEAST ENTRANCE TO THE LODGE APARTMENTS OPPOSITE AND CP0372'ACROSS WEST HIGHLAND DRIVE FROM THE MR. QUICK FOOD MART ABOUT 0.2 MILE CP0372'NORTH OF I-20 IN THE NORTHWEST 1/4 OF SECTION 7, T 5N, R 1E. THE 1973 CP0372'LOCAL MEASUREMENTS CHECKED EXCEPT FOR ONE CHANGE THE MARK IS NOW ABOUT CP0372'4 INCHES BELOW THE GROUND. NOTE-- TO REACH FROM THE INTERSECTION OF CP0372'STATE HIGHWAY 18 AND U.S. HIGHWAY 80 IN JACKSON GO SOUTHEAST ON U.S. CP0372'HIGHWAY 80 FOR 0.6 MILE TO THE I-220 OVERPASS. CONTINUE SOUTHEAST ON CP0372'U.S. HIGHWAY 80 FOR 0.5 MILE TO THE INTERSECTION OF LYNCH STREET. TURN CP0372'RIGHT AND GO SOUTHWEST ON LYNCH STREET FOR 0.1 MILE TO THE JUNCTION OF CP0372'WEST HIGHLAND DRIVE. TURN LEFT AND GO SOUTH ON WEST HIGHLAND DRIVE CP0372'FOR 0.3 MILE TO THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0483 *********************************************************************** CP0483 DESIGNATION - 220 V 15 RESET CP0483 PID - CP0483 CP0483 STATE/COUNTY- MS/HINDS CP0483 USGS QUAD - RIDGELAND (1998) CP0483 CP0483 *CURRENT SURVEY CONTROL CP0483 ___________________________________________________________________ CP0483* NAD 83(1986)- 32 23 52. (N) 090 10 51. (W) SCALED CP0483* NAVD 88 - 109.28 (+/-2cm) 358.5 (feet) VERTCON CP0483 ___________________________________________________________________ CP0483 GEOID HEIGHT- -26.42 (meters) GEOID99 CP0483 CP0483 VERT ORDER - THIRD (See Below) CP0483 CP0483.The horizontal coordinates were scaled from a topographic map and have CP0483.an estimated accuracy of +/- 6 seconds. CP0483 CP0483.The NAVD 88 height was computed by applying the VERTCON shift value to CP0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0483.The vertical order pertains to the superseded datum. CP0483 CP0483.The geoid height was determined by GEOID99. CP0483 CP0483; North East Units Estimated Accuracy CP0483;SPC MS W - 321,270. 714,350. MT (+/- 180 meters Scaled) CP0483 CP0483 SUPERSEDED SURVEY CONTROL CP0483 CP0483 NGVD 29 - 109.35 (m) 358.8 (f) RESET 3 CP0483 CP0483.Superseded values are not recommended for survey control. CP0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0483.See file dsdata.txt to determine how the superseded data were derived. CP0483 CP0483_MARKER: DD = SURVEY DISK CP0483_SETTING: 30 = CONCRETE LEG CP0483_STAMPING: BM 220V 15 RESET 1974 CP0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0483 CP0483 HISTORY - Date Condition Report By CP0483 HISTORY - 1974 MONUMENTED MSHD CP0483 HISTORY - 1977 GOOD MSHD CP0483 CP0483 STATION DESCRIPTION CP0483 CP0483'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0483'6.8 MI N FROM JACKSON. CP0483'THE MARK IS LOCATED 6.8 MILES NORTH OF THE CENTER OF DOWNTOWN JACKSON CP0483'NEAR THE SOUTHEAST RIGHT OF WAY OF I-220 IN A RETAINING WALL BETWEEN CP0483'THE NORTH TWO LEGS OF A 5 LEGGED WATER TANK, 1.5 MILES WEST OF CP0483'TOUGALOO ABOUT 0.2 MILE SOUTH OF COUNTY LINE ROAD IN THE NORTHEAST 1/4 CP0483'OF SECTION 3, T 6N, R 1E. IT IS 342 FEET NORTHEAST OF THE CENTER OF CP0483'THE NORTHBOUND LANE OF HANGING MOSS ROAD, 198 FEET SOUTHEAST OF THE CP0483'CENTER OF THE EAST BOUND LANE OF I-220, 75 FEET EAST OF THE CENTER OF CP0483'THE ENTRANCE RAMP, 12.5 FEET NORTH OF THE NORTHWEST CORNER OF A VALVE CP0483'PUMP SET IN A DRILL HOLE IN A CONCRETE RETAINING WALL BETWEEN THE CP0483'NORTH TWO LEGS OF THE WATER TANK, 4 FEET EAST OF THE NORTHWEST LEG AND CP0483'IS ABOUT LEVEL WITH THE RAMP. NOTE-- TO REACH FROM THE U.S. POST CP0483'OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 4 MILES TO THE CP0483'INTERSECTION OF NORTHSIDE DRIVE. CONTINUE NORTH ON HANGING MOSS ROAD CP0483'FOR 2.85 MILES TO THE ENTRANCE RAMP TO I-220. TURN RIGHT ONTO THE CP0483'RAMP AND GO NORTH FOR ABOUT 100 YARDS TO THE TANK AND THE MARK ON THE CP0483'RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0448 *********************************************************************** CP0448 DESIGNATION - 49 1 RM 3 CP0448 PID - CP0448 CP0448 STATE/COUNTY- MS/HINDS CP0448 USGS QUAD - POCAHONTAS (1980) CP0448 CP0448 *CURRENT SURVEY CONTROL CP0448 ___________________________________________________________________ CP0448* NAD 83(1986)- 32 25 50. (N) 090 17 40. (W) SCALED CP0448* NAVD 88 - 85.03 (+/-2cm) 279.0 (feet) VERTCON CP0448 ___________________________________________________________________ CP0448 GEOID HEIGHT- -26.48 (meters) GEOID99 CP0448 CP0448 VERT ORDER - THIRD (See Below) CP0448 CP0448.The horizontal coordinates were scaled from a topographic map and have CP0448.an estimated accuracy of +/- 6 seconds. CP0448 CP0448.The NAVD 88 height was computed by applying the VERTCON shift value to CP0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0448.The vertical order pertains to the superseded datum. CP0448 CP0448.The geoid height was determined by GEOID99. CP0448 CP0448; North East Units Estimated Accuracy CP0448;SPC MS W - 324,890. 703,660. MT (+/- 180 meters Scaled) CP0448 CP0448 SUPERSEDED SURVEY CONTROL CP0448 CP0448 NGVD 29 - 85.11 (m) 279.2 (f) RESET 3 CP0448 CP0448.Superseded values are not recommended for survey control. CP0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0448.See file dsdata.txt to determine how the superseded data were derived. CP0448 CP0448_MARKER: DR = REFERENCE MARK DISK CP0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0448_STAMPING: 49-1 1960 NO 3 1974 CP0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0448+STABILITY: SURFACE MOTION CP0448 CP0448 HISTORY - Date Condition Report By CP0448 HISTORY - 1974 MONUMENTED MSHD CP0448 HISTORY - 1977 GOOD MSHD CP0448 CP0448 STATION DESCRIPTION CP0448 CP0448'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0448'6.7 MI NE FROM CLINTON. CP0448'THE MARK IS LOCATED 6.7 MILES NORTHEAST OF CLINTON ON THE EAST RIGHT CP0448'OF WAY OF U.S. HIGHWAY 49, 8 MILES SOUTH OF FLORA, 11 MILES NORTHWEST CP0448'OF THE CENTER OF DOWNTOWN JACKSON, 3 MILES SOUTH OF THE COMMUNITY OF CP0448'POCAHONTAS IN THE SOUTHWEST 1/4 OF SECTION 22, T 7N, R 1W. IT IS CP0448'98.67 FEET WEST-NORTHWEST OF THE STATION, 91 FEET EAST OF THE CENTER CP0448'OF THE NORTH BOUND LANE OF U.S. HIGHWAY 49, 68 FEET SOUTH OF THE CP0448'CENTER OF A FIELD ROAD, 54.5 FEET SOUTH OF THE SOUTH POST OF A WOODEN CP0448'GATE, 3.5 FEET WEST OF A RIGHT OF WAY FENCE CENTERED BETWEEN TWO LARGE CP0448'METAL POST SET IN THE TOP OF A ROUND CONCRETE POST ABOUT 6 FEET ABOVE CP0448'THE LEVEL OF THE HIGHWAY AND PROJECTS 1 INCH. NOTE-- TO REACH FROM CP0448'THE U.S. POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES CP0448'TO THE INTERSECTION OF WOODROW WILSON BLVD. TURN LEFT AND GO WEST ON CP0448'WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CP0448'CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO CP0448'THE I-220 OVERPASS. CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 5.65 CP0448'MILES TO A SIDE ROAD AND A BRICK CHURCH ON THE LEFT. CONTINUE NORTH ON CP0448'U.S. HIGHWAY 49 FOR 0.65 MILE TO A FIELD ROAD AND THE MARK ON THE CP0448'RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0449 *********************************************************************** CP0449 DESIGNATION - 49 1 RM 4 CP0449 PID - CP0449 CP0449 STATE/COUNTY- MS/HINDS CP0449 USGS QUAD - POCAHONTAS (1980) CP0449 CP0449 *CURRENT SURVEY CONTROL CP0449 ___________________________________________________________________ CP0449* NAD 83(1986)- 32 25 49. (N) 090 17 41. (W) SCALED CP0449* NAVD 88 - 84.81 (+/-2cm) 278.2 (feet) VERTCON CP0449 ___________________________________________________________________ CP0449 GEOID HEIGHT- -26.48 (meters) GEOID99 CP0449 CP0449 VERT ORDER - THIRD (See Below) CP0449 CP0449.The horizontal coordinates were scaled from a topographic map and have CP0449.an estimated accuracy of +/- 6 seconds. CP0449 CP0449.The NAVD 88 height was computed by applying the VERTCON shift value to CP0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0449.The vertical order pertains to the superseded datum. CP0449 CP0449.The geoid height was determined by GEOID99. CP0449 CP0449; North East Units Estimated Accuracy CP0449;SPC MS W - 324,860. 703,630. MT (+/- 180 meters Scaled) CP0449 CP0449 SUPERSEDED SURVEY CONTROL CP0449 CP0449 NGVD 29 - 84.90 (m) 278.5 (f) RESET 3 CP0449 CP0449.Superseded values are not recommended for survey control. CP0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0449.See file dsdata.txt to determine how the superseded data were derived. CP0449 CP0449_MARKER: DR = REFERENCE MARK DISK CP0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0449_STAMPING: 49-1 1960 NO 4 1974 CP0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0449+STABILITY: SURFACE MOTION CP0449 CP0449 HISTORY - Date Condition Report By CP0449 HISTORY - 1974 MONUMENTED MSHD CP0449 HISTORY - 1977 GOOD MSHD CP0449 CP0449 STATION DESCRIPTION CP0449 CP0449'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0449'6.7 MI NE FROM CLINTON. CP0449'THE MARK IS LOCATED 6.7 MILES NORTHEAST OF CLINTON IN THE NORTHEAST CP0449'ANGLE OF THE JUNCTION OF A FIELD ROAD AND U.S. HIGHWAY 49, 8 MILES CP0449'SOUTH OF FLORA, 11 MILES NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON, CP0449'3 MILES SOUTH OF THE COMMUNITY OF POCAHONTAS IN THE SOUTHWEST 1/4 OF CP0449'SECTION 22, T 7N, R 1W. IT IS 100.89 FEET WEST-NORTHWEST OF THE CP0449'STATION, 104 FEET EAST OF THE CENTER OF THE NORTH BOUND LANE OF CP0449'HIGHWAY 49, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD, 8 FEET CP0449'NORTHEAST OF THE NORTH POST OF A WOODEN FENCE, 5.5 FEET EAST OF A CP0449'RIGHT OF WAY FENCE CENTERED BETWEEN TWO LARGE METAL POST SET IN THE CP0449'TOP OF A ROUND CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE CP0449'HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE U.S. CP0449'POST OFFICE IN JACKSON GO NORTH ON WEST STREET FOR 1.95 MILES TO THE CP0449'INTERSECTION OF WOODROW WILSON BLVD. TURN LEFT AND GO WEST ON WOODROW CP0449'WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE CP0449'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3.2 MILES TO THE I-220 CP0449'OVERPASS. CONTINUE NORTHWEST ON U.S. HIGHWAY 49 FOR 5.65 MILES TO A CP0449'SIDE ROAD AND A BRICK CHURCH ON THE LEFT. CONTINUE NORTH ON U.S. CP0449'HIGHWAY 49 FOR 0.65 MILE TO A FIELD ROAD AND THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3314 *********************************************************************** CP3314 DESIGNATION - 55 V 10 RESET CP3314 PID - CP3314 CP3314 STATE/COUNTY- MS/HINDS CP3314 USGS QUAD - JACKSON (1998) CP3314 CP3314 *CURRENT SURVEY CONTROL CP3314 ___________________________________________________________________ CP3314* NAD 83(1986)- 32 21 21. (N) 090 09 07. (W) SCALED CP3314* NAVD 88 - 109.31 (meters) 358.6 (feet) RESET CP3314 ___________________________________________________________________ CP3314 GEOID HEIGHT- -26.33 (meters) GEOID99 CP3314 CP3314 VERT ORDER - THIRD CP3314 CP3314.The horizontal coordinates were scaled from a topographic map and have CP3314.an estimated accuracy of +/- 6 seconds. CP3314 CP3314.The orthometric height was computed from unverified reset data. CP3314.No vertical observational check was made to the station. CP3314 CP3314.The geoid height was determined by GEOID99. CP3314 CP3314; North East Units Estimated Accuracy CP3314;SPC MS W - 316,620. 717,070. MT (+/- 180 meters Scaled) CP3314 CP3314 SUPERSEDED SURVEY CONTROL CP3314 CP3314 NGVD 29 - 109.40 (m) 358.9 (f) RESET 3 CP3314 CP3314.Superseded values are not recommended for survey control. CP3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3314.See file dsdata.txt to determine how the superseded data were derived. CP3314 CP3314_MARKER: DB = BENCH MARK DISK CP3314_SETTING: 31 = CURB CP3314_STAMPING: 55 V 10 RESET 1986 CP3314_MARK LOGO: MSHD CP3314_MAGNETIC: N = NO MAGNETIC MATERIAL CP3314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP3314 CP3314 HISTORY - Date Condition Report By CP3314 HISTORY - 1986 MONUMENTED NGS CP3314 CP3314 STATION DESCRIPTION CP3314 CP3314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 CP3314'4 MILES NORTH OF THE CENTER OF JACKSON, ABOUT 400 FT (121.9 M) SOUTH CP3314'OF NORTHSIDE DRIVE AND ABOUT 200 FT (61.0 M) WEST OF INTERSTATE CP3314'HIGHWAY 55, IN TOP OF THE EAST CONCRETE CURB OF PATIO OF BENNIGANS CP3314'RESTAURANT AND LOUNGE, AT 4525 I-55 NORTH, 11.8 FT (3.6 M) CP3314'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF BUILDING, 9.8 FT (3.0 M) CP3314'WEST OF A 12-INCH METAL SIGN POLE OF RESTAURANT AND 5.8 FT (1.8 M) CP3314'NORTH OF THE SOUTH PATIO CURB. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3315 *********************************************************************** CP3315 DESIGNATION - 55 V 13 RESET CP3315 PID - CP3315 CP3315 STATE/COUNTY- MS/HINDS CP3315 USGS QUAD - RIDGELAND (1998) CP3315 CP3315 *CURRENT SURVEY CONTROL CP3315 ___________________________________________________________________ CP3315* NAD 83(1986)- 32 23 27. (N) 090 08 49. (W) SCALED CP3315* NAVD 88 - 93.46 (meters) 306.6 (feet) RESET CP3315 ___________________________________________________________________ CP3315 GEOID HEIGHT- -26.43 (meters) GEOID99 CP3315 CP3315 VERT ORDER - THIRD CP3315 CP3315.The horizontal coordinates were scaled from a topographic map and have CP3315.an estimated accuracy of +/- 6 seconds. CP3315 CP3315.The orthometric height was computed from unverified reset data. CP3315.No vertical observational check was made to the station. CP3315 CP3315.The geoid height was determined by GEOID99. CP3315 CP3315; North East Units Estimated Accuracy CP3315;SPC MS W - 320,500. 717,540. MT (+/- 180 meters Scaled) CP3315 CP3315 SUPERSEDED SURVEY CONTROL CP3315 CP3315 NGVD 29 - 93.55 (m) 306.9 (f) RESET 3 CP3315 CP3315.Superseded values are not recommended for survey control. CP3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3315.See file dsdata.txt to determine how the superseded data were derived. CP3315 CP3315_MARKER: DB = BENCH MARK DISK CP3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3315_STAMPING: 55 V 13 RESET 1983 CP3315_MARK LOGO: MSHD CP3315_MAGNETIC: N = NO MAGNETIC MATERIAL CP3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3315+STABILITY: SURFACE MOTION CP3315 CP3315 HISTORY - Date Condition Report By CP3315 HISTORY - 1983 MONUMENTED NGS CP3315 CP3315 STATION DESCRIPTION CP3315 CP3315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 CP3315'0.8 MI (1.3 KM) NORTH ALONG THE EAST FRONTAGE ROAD OF I-55 FROM EXIT CP3315'36 (BRAIRWOOD DR.) TO THE MARK ON THE RIGHT, 53.5 FT (16.3 M) CP3315'SOUTHWEST OF CORNER LIGHT POLE OF CAR LOT, 26.0 FT (7.9 M) NORTHWEST CP3315'OF THE CENTER OF A SEWER MANHOLE COVER, 2.0 FT (0.6 M) NORTH OF A CP3315'POWER POLE WITH TRANSFORMER, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3328 *********************************************************************** CP3328 DESIGNATION - 55 V 8 RESET CP3328 PID - CP3328 CP3328 STATE/COUNTY- MS/HINDS CP3328 USGS QUAD - JACKSON (1998) CP3328 CP3328 *CURRENT SURVEY CONTROL CP3328 ___________________________________________________________________ CP3328* NAD 83(1986)- 32 20 04. (N) 090 09 48. (W) SCALED CP3328* NAVD 88 - 97.20 (meters) 318.9 (feet) RESET CP3328 ___________________________________________________________________ CP3328 GEOID HEIGHT- -26.27 (meters) GEOID99 CP3328 CP3328 VERT ORDER - THIRD CP3328 CP3328.The horizontal coordinates were scaled from a topographic map and have CP3328.an estimated accuracy of +/- 6 seconds. CP3328 CP3328.The orthometric height was computed from unverified reset data. CP3328.No vertical observational check was made to the station. CP3328 CP3328.The geoid height was determined by GEOID99. CP3328 CP3328; North East Units Estimated Accuracy CP3328;SPC MS W - 314,250. 716,000. MT (+/- 180 meters Scaled) CP3328 CP3328 SUPERSEDED SURVEY CONTROL CP3328 CP3328 NGVD 29 - 97.30 (m) 319.2 (f) RESET 3 CP3328 CP3328.Superseded values are not recommended for survey control. CP3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3328.See file dsdata.txt to determine how the superseded data were derived. CP3328 CP3328_MARKER: DV = VERTICAL CONTROL DISK CP3328_SETTING: 38 = BRIDGE ABUTMENT CP3328_STAMPING: 55 V 8 RESET 1990 CP3328_MARK LOGO: NGS CP3328_MAGNETIC: N = NO MAGNETIC MATERIAL CP3328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3328+SATELLITE: SATELLITE OBSERVATIONS - 1990 CP3328 CP3328 HISTORY - Date Condition Report By CP3328 HISTORY - 1990 MONUMENTED MSHD CP3328 CP3328 STATION DESCRIPTION CP3328 CP3328'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 CP3328'AT THE INTERSECTION OF I-55 AND LAKELAND DRIVE, IN THE NORTHEAST CP3328'SECTION OF JACKSON, SET IN A DRILL HOLE IN THE SOUTH END OF THE WEST CP3328'CONCRETE ABUTMENT OF THE EAST BOUND BRIDGE OVER I-55, 42.0 FT (12.8 CP3328'M) SOUTH OF THE CENTER OF BRIDGE AND ABOUT 5 FEET BELOW THE LEVEL OF CP3328'BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3313 *********************************************************************** CP3313 DESIGNATION - 55 V 9 RESET CP3313 PID - CP3313 CP3313 STATE/COUNTY- MS/HINDS CP3313 USGS QUAD - JACKSON (1998) CP3313 CP3313 *CURRENT SURVEY CONTROL CP3313 ___________________________________________________________________ CP3313* NAD 83(1986)- 32 20 52. (N) 090 09 14. (W) SCALED CP3313* NAVD 88 - 106.33 (meters) 348.9 (feet) RESET CP3313 ___________________________________________________________________ CP3313 GEOID HEIGHT- -26.31 (meters) GEOID99 CP3313 CP3313 VERT ORDER - THIRD CP3313 CP3313.The horizontal coordinates were scaled from a topographic map and have CP3313.an estimated accuracy of +/- 6 seconds. CP3313 CP3313.The orthometric height was computed from unverified reset data. CP3313.No vertical observational check was made to the station. CP3313 CP3313.The geoid height was determined by GEOID99. CP3313 CP3313; North East Units Estimated Accuracy CP3313;SPC MS W - 315,730. 716,890. MT (+/- 180 meters Scaled) CP3313 CP3313 SUPERSEDED SURVEY CONTROL CP3313 CP3313 NGVD 29 - 106.42 (m) 349.1 (f) RESET 3 CP3313 CP3313.Superseded values are not recommended for survey control. CP3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3313.See file dsdata.txt to determine how the superseded data were derived. CP3313 CP3313_MARKER: DB = BENCH MARK DISK CP3313_SETTING: 38 = BRIDGE ABUTMENT CP3313_STAMPING: 55 V 9 RESET 1986 CP3313_MARK LOGO: MSHD CP3313_MAGNETIC: N = NO MAGNETIC MATERIAL CP3313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3313+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002 CP3313 CP3313 HISTORY - Date Condition Report By CP3313 HISTORY - 1986 MONUMENTED NGS CP3313 HISTORY - 20020528 GOOD MSHD CP3313 CP3313 STATION DESCRIPTION CP3313 CP3313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 CP3313'IN THE NORTHEAST SECTION OF JACKSON, ON THE WEST SIDE OF I-55, AT THE CP3313'MEADOWBROOK ROAD OVERPASS, IN TOP OF THE NORTHWEST CORNER OF WEST CP3313'ABUTMENT OF THE NORTH CONCRETE BRIDGE OF MEADOWBROOK ROAD, 29.0 FT CP3313'(8.8 M) NORTH OF CENTER OF BRIDGE. CP3313 CP3313 STATION RECOVERY (2002) CP3313 CP3313'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002 CP3313'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3326 *********************************************************************** CP3326 DESIGNATION - C 59 RESET CP3326 PID - CP3326 CP3326 STATE/COUNTY- MS/HINDS CP3326 USGS QUAD - JACKSON (1998) CP3326 CP3326 *CURRENT SURVEY CONTROL CP3326 ___________________________________________________________________ CP3326* NAD 83(1986)- 32 19 36. (N) 090 14 33. (W) SCALED CP3326* NAVD 88 - 100.58 (meters) 330.0 (feet) RESET CP3326 ___________________________________________________________________ CP3326 GEOID HEIGHT- -26.27 (meters) GEOID99 CP3326 CP3326 VERT ORDER - THIRD CP3326 CP3326.The horizontal coordinates were scaled from a topographic map and have CP3326.an estimated accuracy of +/- 6 seconds. CP3326 CP3326.The orthometric height was computed from unverified reset data. CP3326.No vertical observational check was made to the station. CP3326 CP3326.The geoid height was determined by GEOID99. CP3326 CP3326; North East Units Estimated Accuracy CP3326;SPC MS W - 313,380. 708,550. MT (+/- 180 meters Scaled) CP3326 CP3326 SUPERSEDED SURVEY CONTROL CP3326 CP3326 NGVD 29 - 100.59 (m) 330.0 (f) RESET 3 CP3326 CP3326.Superseded values are not recommended for survey control. CP3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3326.See file dsdata.txt to determine how the superseded data were derived. CP3326 CP3326_MARKER: DB = BENCH MARK DISK CP3326_SETTING: 38 = BRIDGE COLUMN CP3326_STAMPING: C 59 RESET 1976 CP3326_MARK LOGO: CGS CP3326_MAGNETIC: N = NO MAGNETIC MATERIAL CP3326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3326+SATELLITE: SATELLITE OBSERVATIONS - 1976 CP3326 CP3326 HISTORY - Date Condition Report By CP3326 HISTORY - 1976 MONUMENTED MSHD CP3326 CP3326 STATION DESCRIPTION CP3326 CP3326'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1976 CP3326'.40 KM (0.25 MI) EAST ALONG BULLARD STREET FROM I-220 TO MARK SET CP3326'VERTICALLY IN THE WEST FACE OF THE CENTER CONCRETE COLUMN OF OVERHEAD CP3326'RAMP LEADING NORTH FROM WEST CAPITOL STREET TO I-220, 34.70 M CP3326'(113.8 FT) SOUTH THE CENTER OF THE MEDIAN OF BULLARD STREET, 10.5 M CP3326'(34.4 FT) NORTH OF NORTH RAIL OF RAILROAD TRACK, 0.30 M (1.0 FT) SOUTH CP3326'OF THE NORTH END OF COLUMN AND 1.18 M (3.9 FT) ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0759 *********************************************************************** CP0759 DESIGNATION - ED AZ MK 1948 1969 CP0759 PID - CP0759 CP0759 STATE/COUNTY- MS/HINDS CP0759 USGS QUAD - EDWARDS (1972) CP0759 CP0759 *CURRENT SURVEY CONTROL CP0759 ___________________________________________________________________ CP0759* NAD 83(1986)- 32 20 39. (N) 090 34 46. (W) SCALED CP0759* NAVD 88 - 68.68 (meters) 225.3 (feet) RESET CP0759 ___________________________________________________________________ CP0759 GEOID HEIGHT- -26.46 (meters) GEOID99 CP0759 CP0759 VERT ORDER - THIRD CP0759 CP0759.The horizontal coordinates were scaled from a topographic map and have CP0759.an estimated accuracy of +/- 6 seconds. CP0759 CP0759.The orthometric height was computed from unverified reset data. CP0759 CP0759.The geoid height was determined by GEOID99. CP0759 CP0759; North East Units Estimated Accuracy CP0759;SPC MS W - 315,340. 676,830. MT (+/- 180 meters Scaled) CP0759 CP0759 SUPERSEDED SURVEY CONTROL CP0759 CP0759.No superseded survey control is available for this station. CP0759 CP0759_MARKER: DZ = AZIMUTH MARK DISK CP0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0759_STAMPING: ED 1948 1969 CP0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0759+STABILITY: SURFACE MOTION CP0759 CP0759 HISTORY - Date Condition Report By CP0759 HISTORY - 1969 MONUMENTED CGS CP0759 HISTORY - 1977 GOOD MSHD CP0759 CP0759 STATION DESCRIPTION CP0759 CP0759'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0759'1.8 MI NE FROM EDWARDS. CP0759'THE MARK IS LOCATED 1.8 MILES NORTHEAST OF EDWARDS NEAR THE NORTHWEST CP0759'CORNER OF THE LAWN OF MR. BIRDSONG IN THE SOUTHWEST 1/4 OF THE CP0759'SOUTHEAST 1/4 OF SECTION 23, T 6N, R 4W. IT IS 128 FEET NORTH OF THE CP0759'NORTHWEST CORNER OF A BRICK HOUSE, 91 FEET WEST OF A RIGHT OF WAY CP0759'MARKER, 56 FEET EAST OF THE CENTER OF THE WEST ONE OF TWO DRIVEWAYS, CP0759'34 FEET NORTHEAST OF A 36 INCH OAK, 32 FEET SOUTH OF THE CENTER OF THE CP0759'OLD HIGHWAY, 22 FEET WEST-NORTHWEST OF A 5 INCH OAK SET IN THE TOP OF CP0759'A SQUARE CONCRETE POST ABOUT 5 FEET ABOVE THE LEVEL OF THE HIGHWAY AND CP0759'IS FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE JUNCTION OF OLD CP0759'HIGHWAY 80 AND STATE HIGHWAY 22, 0.1 MILE SOUTH OF THE BRIDGE OVER CP0759'I-20 NEAR EDWARDS GO EAST ON OLD U.S. HIGHWAY 80 FOR 1.1 MILES TO A CP0759'BRICK HOUSE AND THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0431 *********************************************************************** CP0431 DESIGNATION - FORTY NINE 3 CP0431 PID - CP0431 CP0431 STATE/COUNTY- MS/HINDS CP0431 USGS QUAD - JACKSON (1998) CP0431 CP0431 *CURRENT SURVEY CONTROL CP0431 ___________________________________________________________________ CP0431* NAD 83(1993)- 32 21 19.99426(N) 090 13 51.05807(W) ADJUSTED CP0431* NAVD 88 - 109.86 (meters) 360.4 (feet) RESET CP0431 ___________________________________________________________________ CP0431 LAPLACE CORR- 0.62 (seconds) DEFLEC99 CP0431 GEOID HEIGHT- -26.31 (meters) GEOID99 CP0431 CP0431 HORZ ORDER - SECOND CP0431 VERT ORDER - THIRD CP0431 CP0431.The horizontal coordinates were established by classical geodetic methods CP0431.and adjusted by the National Geodetic Survey in May 1994. CP0431.No horizontal observational check was made to the station. CP0431 CP0431.The orthometric height was computed from unverified reset data. CP0431 CP0431.The Laplace correction was computed from DEFLEC99 derived deflections. CP0431 CP0431.The geoid height was determined by GEOID99. CP0431 CP0431; North East Units Scale Converg. CP0431;SPC MS W - 316,579.298 709,645.986 MT 0.99995115 +0 03 17.4 CP0431;UTM 15 - 3,583,219.004 760,590.342 MT 1.00043749 +1 28 58.1 CP0431 CP0431|---------------------------------------------------------------------| CP0431| PID Reference Object Distance Geod. Az | CP0431| dddmmss.s | CP0431| CP0428 FORTY NINE 2 107.413 METERS 26904 | CP0431| CP0433 FORTY NINE 3 RM 6 25.929 METERS 27016 | CP0431| CP0429 FORTY NINE RM 1 159.886 METERS 27854 | CP0431| CP0432 FORTY NINE 3 RM 5 20.047 METERS 35133 | CP0431|---------------------------------------------------------------------| CP0431 CP0431 SUPERSEDED SURVEY CONTROL CP0431 CP0431 NAD 83(1986)- 32 21 20.00862(N) 090 13 51.05350(W) AD( ) 2 CP0431 NAD 27 - 32 21 19.48684(N) 090 13 50.73150(W) AD( ) 2 CP0431 NGVD 29 - 109.94 (m) 360.7 (f) LEVELING 3 CP0431 CP0431.Superseded values are not recommended for survey control. CP0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0431.See file dsdata.txt to determine how the superseded data were derived. CP0431 CP0431_MARKER: DS = TRIANGULATION STATION DISK CP0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0431_STAMPING: FORTY NINE 3 1972 CP0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0431+STABILITY: SURFACE MOTION CP0431 CP0431 HISTORY - Date Condition Report By CP0431 HISTORY - 1972 MONUMENTED NGS CP0431 HISTORY - 1974 GOOD NGS CP0431 HISTORY - 1977 GOOD MSHD CP0431 HISTORY - 1977 GOOD MSHD CP0431 HISTORY - 1978 GOOD NGS CP0431 HISTORY - 1982 GOOD NGS CP0431 HISTORY - 1988 GOOD USPSQD CP0431 CP0431 STATION DESCRIPTION CP0431 CP0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (LFS) CP0431'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF DOWNTOWN CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. CP0431'HIGHWAY 49 AND NORTHSIDE DRIVE, ON THE RIGHT-OF-WAY OF U.S. CP0431'HIGHWAY 49 AND IN THE FLARE OF THE INTERSECTION. IT IS CP0431'154.5 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE CP0431'ESSO SERVICE STATION, 125.5 FEET EAST-NORTHEAST OF THE CENTER CP0431'OF THE EAST LANE OF U.S. HIGHWAY 49, 165.5 FEET SOUTH-SOUTHWEST CP0431'OF THE CENTER OF NORTH-SIDE DRIVE, 80.5 FEET EAST OF A POWER CP0431'POLE, 61.5 FEET SOUTH OF A BRACE POLE FOR A POWER POLE, 41 CP0431'FEET NORTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE CP0431'ESSO SERVICE STATION, 45 FEET NORTH OF A GAS METER, 73.5 CP0431'FEET WEST-NORTHWEST OF A LIGHT STANDARD AND 1 FOOT EAST CP0431'OF A METAL WITNESS POST. IT IS A TRIANGULATION STATION DISK CP0431'STAMPED FORTY NINE 3 1972, FLUSH WITH THE GROUND. CP0431' CP0431'REFERENCE MARK NO. 5 IS 65.77 FEET NORTH OF THE STATION. CP0431'IT IS 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A BRACE POLE, 72 CP0431'FEET SOUTH OF A FIRE HYDRANT 60 FEET WEST-SOUTHWEST OF A LIGHT CP0431'STANDARD SUPPORTING TWO LIGHTS, 100 FEET SOUTH OF THE CENTER CP0431'OF NORTHSIDE DRIVE AND 1 FOOT WEST OF A METAL WITNESS POST. CP0431'IT IS A REFERENCE MARK DISK STAMPED FORTY NINE 3 NO 5 1972, CP0431'FLUSH WITH THE GROUND. CP0431' CP0431'REFERENCE MARK NO. 6 IS 85.07 FEET WEST OF THE STATION, 7.5 FEET CP0431'NORTH OF A POWER POLE, 60 FEET NORTHEAST OF THE CENTER OF U.S. CP0431'HIGHWAY 49, 163.5 FEET SOUTHWEST OF THE CENTER OF NORTHSIDE CP0431'DRIVE, AND 1 FOOT SOUTH OF A METAL WITNESS POST. IT IS A CP0431'REFERENCE MARK DISK, STAMPED FORTY NINE 3 NO 6 1972, FLUSH CP0431'WITH THE GROUND. CP0431' CP0431'NO AZIMUTH MARK WAS ESTABLISHED AT THIS DATE. THE MISSISSIPPI CP0431'POWER AND LIGHT CO. WATER TANK WILL SERVE AS AN AZIMUTH. CP0431' CP0431'TO REACH THE STATION FROM THE OLD CAPITOL BUILDING IN DOWNTOWN CP0431'JACKSON GO NORTH ON U.S. HIGHWAY 51 AND 49 FOR 2.0 MILE, TURN CP0431'LEFT AND GO NORTHWEST ON U.S. HIGHWAY 49 FOR 4.2 MILES TO THE CP0431'INTERSECTION WITH NORTH SIDE DRIVE AND THE STATION ON THE RIGHT. CP0431 CP0431 STATION RECOVERY (1974) CP0431 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN) CP0431'ALL MARKS RECOVERED IN GOOD CONDITION AND THE 1972 TO REACH IS CP0431'ADEQUATE. POLARIS OBSERVATIONS WERE TAKEN AT THIS TIME TO ESTABLISH CP0431'THE AZIMUTH TO JACKSON MISS. POWER AND LIGHT CO. MICROWAVE MAST. CP0431'POINT OBSERVED ON WAS THE RED LIGHT ON THE TOP. NO AZIMUTH MARK CP0431'FOR THIS STATION. CP0431' CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES NORTHWEST. CP0431 CP0431 STATION RECOVERY (1977) CP0431 CP0431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 (RLW) CP0431'THE STATION WAS VISITED 12-7-77 AND THE STATION MARK, RM NO 5 AND RM CP0431'NO 6 WERE FOUND IN GOOD CONDITION. CP0431' CP0431'THE STATION IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF U.S. HIGHWAY CP0431'49 AND NORTHSIDE DRIVE ON THE LAWN OF AN EXXON SERVICE STATION IN CP0431'THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E. IT IS 162 FEET SOUTH CP0431'OF THE CENTER OF NORTHSIDE DRIVE, 154.5 FEET WEST-NORTHWEST OF CP0431'THE SOUTHWEST CORNER OF THE EXXON SERVICE STATION, 41 FEET NORTH CP0431'OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE SERVICE STATION, CP0431'125.5 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF CP0431'HIGHWAY 49, 128 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT, 80.5 FEET CP0431'EAST OF A POWER POLE WITH GUY WIRES, 73.5 FEET WEST OF A LIGHT CP0431'STANDARD, 61.5 FEET SOUTH OF A POLE SUPPORTING AN OVERHEAD GUY CP0431'WIRE, 44.5 FEET NORTH OF A GAS METER, 1 FOOT EAST OF A METAL CP0431'WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH CP0431'THE GROUND. IT IS A TRIANGULATION DISK, STAMPED FORTY NINE 3 CP0431'1972. CP0431' CP0431'REFERENCE MARK NO 5 IS 65.77 FEET NORTH OF THE STATION. IT IS 96.5 CP0431'FEET SOUTH OF THE CENTER OF NORTHSIDE DRIVE, 62 FEET SOUTH OF A FIRE CP0431'HYDRANT, 60 FEET WEST-SOUTHWEST OF A LIGHT STANDARD SUPPORTING TWO CP0431'LIGHTS, 13 FEET EAST-NORTHEAST OF A POLE SUPPORTING AN OVERHEAD CP0431'GUY WIRE, 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A GUY WIRE, 1 FOOT CP0431'WEST OF A METAL WITNESS POST ABOUT LEVEL WITH THE HIGHWAY AND IS CP0431'FLUSH WITH THE GROUND. IT IS A REFERENCE MARK DISK, STAMPED FORTY CP0431'NINE 3 NO 5 1972. CP0431' CP0431'REFERENCE MARK NO 6 IS 85.07 FEET WEST OF THE STATION. IT IS 161 CP0431'FEET SOUTHWEST OF THE CENTER OF NORTHSIDE DRIVE, 60 FEET NORTHEAST OF CP0431'THE CENTER OF THE NORTHBOUND LANE OF HIGHWAY 49, 1 FOOT SOUTH OF A CP0431'METAL WITNESS POST AND IS 1/2 FOOT BELOW THE HIGHWAY AND IS FLUSH CP0431'WITH THE GROUND. IT IS A REFERENCE MARK DISK, STAMPED FORTY NINE 3 CP0431'NO 6 1972. CP0431' CP0431'TO REACH THE STATION FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON CP0431'NORTHWEST STREET FOR 1.9 MILES TO THE INTERSECTION OF WOODROW WILSON CP0431'BLVD. TURN LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE CP0431'TO A FIVE POINT INTERSECTION. CONTINUE NORTHWEST ON DELTA DRIVE CP0431'(U.S. HIGHWAY 49) FOR 2.9 MILES TO THE INTERSECTION OF NORTHSIDE CP0431'DRIVE AND THE MARK ON THE RIGHT. CP0431' CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.6 MILES NORTHWEST CP0431'OF JACKSON. CP0431 CP0431 STATION RECOVERY (1977) CP0431 CP0431'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0431'4.6 MI NW FROM JACKSON. CP0431'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN CP0431'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE CP0431'AND U.S. HIGHWAY 49 ON THE LAWN OF AN EXXON SERVICE STATION IN THE CP0431'NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E. IT IS 162 FEET SOUTH OF THE CP0431'CENTER OF NORTHSIDE DRIVE, 154.5 FEET WEST-NORTHWEST OF THE SOUTHWEST CP0431'CORNER OF THE EXXON STATION, 128 FEET SOUTH-SOUTHEAST OF A FIRE CP0431'HYDRANT, 125.5 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF CP0431'U.S. HIGHWAY 49, 80.5 FEET EAST OF A POWER POLE WITH GUY WIRES, 73.5 CP0431'FEET WEST OF A LIGHT STANDARD, 61.5 FEET SOUTH OF A POLE SUPPORTING AN CP0431'OVERHEAD GUY WITNESS POST SET IN THE TOP OF A ROUND CONCRETE POST CP0431'ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO CP0431'REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST CP0431'STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD. TURN CP0431'LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT CP0431'INTERSECTION. CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR CP0431'3 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE CP0431'RIGHT. CP0431 CP0431 STATION RECOVERY (1978) CP0431 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (DAH) CP0431'THE STATION MARK, REFERENCE MARKS 1, 5, AND 6 WERE RECOVERED AS CP0431'DESCRIBED IN GOOD CONDITION. THE STATION MARK FOR FORTY NINE 2, CP0431'1957 WAS ALSO RECOVERED AS DESCRIBED IN GOOD CONDITION. CP0431' CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. NORTHWEST CP0431'OF DOWNTOWN JACKSON. CP0431 CP0431 STATION RECOVERY (1982) CP0431 CP0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (MOC) CP0431'THE STATION, RM 5 AND 6 RECOVERED AS DESCRIBED IN GOOD CONDITION. CP0431' CP0431'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2000 FEET CP0431'NE OF THE ILS-MM (16) AT HAWKINS FIELD. THE INTERSECTION OF US 49 CP0431'AND NORTHSIDE DRIVE. CP0431 CP0431 STATION RECOVERY (1988) CP0431 CP0431'RECOVERY NOTE BY US POWER SQUADRON 1988 (CH) CP0431'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0432 *********************************************************************** CP0432 DESIGNATION - FORTY NINE 3 RM 5 CP0432 PID - CP0432 CP0432 STATE/COUNTY- MS/HINDS CP0432 USGS QUAD - JACKSON (1998) CP0432 CP0432 *CURRENT SURVEY CONTROL CP0432 ___________________________________________________________________ CP0432* NAD 83(1986)- 32 21 20. (N) 090 13 53. (W) SCALED CP0432* NAVD 88 - 110.25 (meters) 361.7 (feet) RESET CP0432 ___________________________________________________________________ CP0432 GEOID HEIGHT- -26.31 (meters) GEOID99 CP0432 CP0432 VERT ORDER - THIRD CP0432 CP0432.The horizontal coordinates were scaled from a topographic map and have CP0432.an estimated accuracy of +/- 6 seconds. CP0432 CP0432.The orthometric height was computed from unverified reset data. CP0432 CP0432.The geoid height was determined by GEOID99. CP0432 CP0432; North East Units Estimated Accuracy CP0432;SPC MS W - 316,580. 709,600. MT (+/- 180 meters Scaled) CP0432 CP0432 SUPERSEDED SURVEY CONTROL CP0432 CP0432.No superseded survey control is available for this station. CP0432 CP0432_MARKER: DR = REFERENCE MARK DISK CP0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0432_STAMPING: FORTY NINE 3 NO 5 1972 CP0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0432+STABILITY: SURFACE MOTION CP0432 CP0432 HISTORY - Date Condition Report By CP0432 HISTORY - 1972 MONUMENTED NGS CP0432 HISTORY - 1977 GOOD MSHD CP0432 CP0432 STATION DESCRIPTION CP0432 CP0432'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0432'4.6 MI NW FROM JACKSON. CP0432'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN CP0432'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE CP0432'AND U.S. HIGHWAY 49 ON THE LAWN OF AN EXXON SERVICE STATION IN THE CP0432'NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E. IT IS 65.77 FEET NORTH OF CP0432'THE STATION, 96.5 FEET SOUTH OF THE CENTER OF NORTHSIDE DRIVE, 62 FEET CP0432'SOUTH OF A FIRE HYDRANT, 60 FEET WEST-SOUTHWEST OF A STANDARD CP0432'SUPPORTING TWO LIGHTS, 13 FEET EAST-NORTHEAST OF A POLE SUPPORTING AN CP0432'OVERHEAD GUY WIRE, 2.5 FEET SOUTH OF AN ANCHOR POLE FOR A GUY WIRE, 1 CP0432'FOOT WEST OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CONCRETE CP0432'POST ABOUT LEVEL WITH THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- CP0432'TO REACH FROM THE U.S. POST OFFICE IN JACKSON GO NORTH ON NORTHWEST CP0432'STREET FOR 1.95 MILES TO THE INTERSECTION OF WOODROW WILSON BLVD. TURN CP0432'LEFT AND GO WEST ON WOODROW WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT CP0432'INTERSECTION. CONTINUE NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR CP0432'3 MILES TO THE INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE CP0432'RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0433 *********************************************************************** CP0433 DESIGNATION - FORTY NINE 3 RM 6 CP0433 PID - CP0433 CP0433 STATE/COUNTY- MS/HINDS CP0433 USGS QUAD - JACKSON (1998) CP0433 CP0433 *CURRENT SURVEY CONTROL CP0433 ___________________________________________________________________ CP0433* NAD 83(1986)- 32 21 20. (N) 090 13 53. (W) SCALED CP0433* NAVD 88 - 109.94 (meters) 360.7 (feet) RESET CP0433 ___________________________________________________________________ CP0433 GEOID HEIGHT- -26.31 (meters) GEOID99 CP0433 CP0433 VERT ORDER - THIRD CP0433 CP0433.The horizontal coordinates were scaled from a topographic map and have CP0433.an estimated accuracy of +/- 6 seconds. CP0433 CP0433.The orthometric height was computed from unverified reset data. CP0433 CP0433.The geoid height was determined by GEOID99. CP0433 CP0433; North East Units Estimated Accuracy CP0433;SPC MS W - 316,580. 709,600. MT (+/- 180 meters Scaled) CP0433 CP0433 SUPERSEDED SURVEY CONTROL CP0433 CP0433.No superseded survey control is available for this station. CP0433 CP0433_MARKER: DR = REFERENCE MARK DISK CP0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0433_STAMPING: FORTY NINE 3 NO 6 1972 CP0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0433+STABILITY: SURFACE MOTION CP0433 CP0433 HISTORY - Date Condition Report By CP0433 HISTORY - 1972 MONUMENTED NGS CP0433 HISTORY - 1977 GOOD MSHD CP0433 CP0433 STATION DESCRIPTION CP0433 CP0433'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0433'4.6 MI NW FROM JACKSON. CP0433'THE MARK IS LOCATED 4.6 MILES NORTHWEST OF THE CENTER OF DOWNTOWN CP0433'JACKSON IN THE SOUTHEAST ANGLE OF THE INTERSECTION OF NORTHSIDE DRIVE CP0433'AND U.S. HIGHWAY 49 NEAR THE NORTHEAST RIGHT OF WAY OF U.S. HIGHWAY 49 CP0433'IN THE NORTHEAST 1/4 OF SECTION 19, T 6N, R 1E. IT IS 85.07 FEET WEST CP0433'OF THE STATION. 161 FEET SOUTHWEST OF THE CENTER OF NORTHSIDE DRIVE, CP0433'60 FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANE OF HIGHWAY 49, CP0433'1 FOOT SOUTH OF A METAL WITNESS POST SET IN THE TOP OF A ROUND CP0433'CONCRETE POST ABOUT 6 INCHES BELOW THE LEVEL OF THE HIGHWAY AND IS CP0433'FLUSH WITH THE GROUND. NOTE-- TO REACH FROM THE U.S. POST OFFICE IN CP0433'JACKSON GO NORTH ON NORTHWEST STREET FOR 1.95 MILES TO THE CP0433'INTERSECTION OF WOODROW WILSON BLVD. TURN LEFT AND GO WEST ON WOODROW CP0433'WILSON BLVD. FOR 0.9 MILE TO A FIVE POINT INTERSECTION. CONTINUE CP0433'NORTHWEST ON DELTA DRIVE (U.S. HIGHWAY 49) FOR 3 MILES TO THE CP0433'INTERSECTION OF NORTHSIDE DRIVE AND THE MARK ON THE RIGHT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2327 *********************************************************************** CP2327 DESIGNATION - JACKSON SE BASE AZ MK CP2327 PID - CP2327 CP2327 STATE/COUNTY- MS/HINDS CP2327 USGS QUAD - JACKSON (1998) CP2327 CP2327 *CURRENT SURVEY CONTROL CP2327 ___________________________________________________________________ CP2327* NAD 83(1986)- 32 17 11. (N) 090 12 53. (W) SCALED CP2327* NAVD 88 - 86.75 (+/-2cm) 284.6 (feet) VERTCON CP2327 ___________________________________________________________________ CP2327 GEOID HEIGHT- -26.23 (meters) GEOID99 CP2327 CP2327 VERT ORDER - THIRD (See Below) CP2327 CP2327.The horizontal coordinates were scaled from a topographic map and have CP2327.an estimated accuracy of +/- 6 seconds. CP2327 CP2327.The NAVD 88 height was computed by applying the VERTCON shift value to CP2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2327.The vertical order pertains to the superseded datum. CP2327 CP2327.The geoid height was determined by GEOID99. CP2327 CP2327; North East Units Estimated Accuracy CP2327;SPC MS W - 308,910. 711,170. MT (+/- 180 meters Scaled) CP2327 CP2327 SUPERSEDED SURVEY CONTROL CP2327 CP2327 NGVD 29 - 86.77 (m) 284.7 (f) RESET 3 CP2327 CP2327.Superseded values are not recommended for survey control. CP2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2327.See file dsdata.txt to determine how the superseded data were derived. CP2327 CP2327_MARKER: DZ = AZIMUTH MARK DISK CP2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2327_STAMPING: JACKSON SOUTHEAST BASE 1945 CP2327_PROJECTION: FLUSH CP2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2327+STABILITY: SURFACE MOTION CP2327 CP2327 HISTORY - Date Condition Report By CP2327 HISTORY - 1977 MONUMENTED MSHD CP2327 HISTORY - 19920609 MARK NOT FOUND NGS CP2327 CP2327 STATION DESCRIPTION CP2327 CP2327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP2327'IN JACKSON. CP2327'ABOUT 0.85 MILE SOUTHEAST OF THE STATION, 93 PACES NORTHWEST OF THE CP2327'SOUTHEAST END OF NEUTRAL GROUND AT THE INTERSECTION OF U.S. HIGHWAY 80 CP2327'AND VALLEY STREET, IN LINE WITH A ROW OF SMALL MAGNOLIA TREES, 9 FT. CP2327'SOUTHWEST OF THE CURB OF THE WESTBOUND LANE, 10.5 FT. NORTHEAST OF CP2327'THE CURB OF THE EASTBOUND LANE, AND OPPOSITE THE THIRD POWER POLE CP2327'NORTHWEST OF VALLEY STREET, COUNTING THE POLES ON THE SOUTHWEST SIDE CP2327'OF THE HIGHWAY. CP2327 CP2327 STATION RECOVERY (1992) CP2327 CP2327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2327'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3320 *********************************************************************** CP3320 DESIGNATION - MILLSAPS 2 CP3320 PID - CP3320 CP3320 STATE/COUNTY- MS/HINDS CP3320 USGS QUAD - JACKSON (1998) CP3320 CP3320 *CURRENT SURVEY CONTROL CP3320 ___________________________________________________________________ CP3320* NAD 83(1986)- 32 19 30. (N) 090 10 53. (W) SCALED CP3320* NAVD 88 - 115.40 (meters) 378.6 (feet) RESET CP3320 ___________________________________________________________________ CP3320 GEOID HEIGHT- -26.25 (meters) GEOID99 CP3320 CP3320 VERT ORDER - THIRD CP3320 CP3320.The horizontal coordinates were scaled from a topographic map and have CP3320.an estimated accuracy of +/- 6 seconds. CP3320 CP3320.The orthometric height was computed from unverified reset data. CP3320.No vertical observational check was made to the station. CP3320 CP3320.The geoid height was determined by GEOID99. CP3320 CP3320; North East Units Estimated Accuracy CP3320;SPC MS W - 313,200. 714,310. MT (+/- 180 meters Scaled) CP3320 CP3320 SUPERSEDED SURVEY CONTROL CP3320 CP3320 NGVD 29 - 115.41 (m) 378.6 (f) RESET 3 CP3320 CP3320.Superseded values are not recommended for survey control. CP3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3320.See file dsdata.txt to determine how the superseded data were derived. CP3320 CP3320_MARKER: DS = TRIANGULATION STATION DISK CP3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3320_STAMPING: MILLSAPS 2 1986 CP3320_MARK LOGO: NGS CP3320_PROJECTION: RECESSED 5 CENTIMETERS CP3320_MAGNETIC: N = NO MAGNETIC MATERIAL CP3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3320+STABILITY: SURFACE MOTION CP3320 CP3320 HISTORY - Date Condition Report By CP3320 HISTORY - 1986 MONUMENTED NGS CP3320 HISTORY - 19860621 GOOD NGS CP3320 CP3320 STATION DESCRIPTION CP3320 CP3320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 CP3320'1.85 MILES NORTH ALONG N. WEST STREET FROM THE MAIN POST OFFICE IN CP3320'JACKSON TO OBSERVATORY AND MARK ON THE RIGHT, 172.0 FT (52.4 M) EAST CP3320'OF THE CENTER OF N. WEST STREET, 16.0 FT (4.9 M) NORTHEAST OF THE CP3320'NORTHEAST CORNER OF OBSERVATORY BUILDING, 5.5 FT (1.7 M) SOUTHWEST OF CP3320'THE NORTHEAST CORNER POST OF IRON FENCE AROUND OBSERVATORY, 4.2 FT CP3320'(1.3 M) WEST OF THE NORTH-SOUTH FENCE ON EAST SIDE OF OBSERVATORY AND CP3320'3.7 FT (1.1 M) SOUTH OF THE EAST-WEST FENCE ON NORTH SIDE OF CP3320'OBSERVATORY, MARK RECESSED 2 INCHES. CP3320 CP3320 STATION RECOVERY (1986) CP3320 CP3320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) CP3320'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF THE CENTER OF CP3320'JACKSON, AT THE JAMES OBSERVATORY ON THE CAMPUS OF MILLSAPS COLLEGE, CP3320'0.15 MI (0.24 KM) SOUTH OF US HIGHWAY 49 (WOODROW WILSON DRIVE) . TO CP3320'REACH THE STATION FROM THE MAIN POST OFFICE IN JACKSON, GO NORTH ON CP3320'NORTH WEST STREET FOR 2.25 MI (3.62 KM) TO THE OBSERVATORY AND STATION CP3320'ON THE RIGHT. CP3320'STATION MARKS ARE STANDARD NGS DISKS, STAMPED--MILLSAPS 2 1986--. CP3320'SURFACE MARK IS SET IN A ROUND CONCRETE POST, 2 INCHES BELOW SURFACE CP3320'OF THE GROUND. IT IS INSIDE FENCED LOT OF OBSERVATORY, 4.88 M (16.01 CP3320'FT) NORTHEAST OF THE NORTHEAST CORNER OF OBSERVATORY BUILDING, 1.68 M CP3320'(5.51 FT) SOUTHWEST OF THE NORTHEAST CORNER POST OF IRON FENCE AROUND CP3320'OBSERVATORY, 1.28 M (4.20 FT) WEST OF THE NORTH-SOUTH FENCE ON EAST CP3320'SIDE OF OBSERVATORY AND 1.13 M (3.71 FT) SOUTH OF A CARSONITE WITNESS CP3320'POST SET IN EAST-WEST FENCE ON NORTH SIDE OF OBSERVATORY. REFERENCE CP3320'MARK NO 2 IS A STANDARD DISK STAMPED--MILLSAPS NO 2 1945----, SET IN CP3320'TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS 10.66 M CP3320'(34.97 FT) SOUTH OF THE NORTHEAST FENCE CORNER, 4.48 M (14.70 FT) CP3320'NORTH OF THE SOUTHEAST FENCE CORNER, 3.47 M (11.38 FT) EAST SOUTHEAST CP3320'OF THE SOUTHEAST CORNER OF OBSERVATORY BUILDING AND 0.30 M (0.98 FT) CP3320'EAST OF NORTH-SOUTH FENCE ON EAST SIDE OF OBSERVATORY. NOTE- ARROW ON CP3320'DISK POINTS TO OLD STATION MILLSAPS 1945. REFERENCE MARK NO 3 IS A CP3320'STANDARD NGS DISK STAMPED--MILLSAPS 2 NO 3 1986----, SET IN TOP OF A CP3320'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 13.41 M (44.00 FT) EAST CP3320'OF THE NORTHWEST FENCE CORNER, 6.86 M (22.51 FT) NORTHWEST OF THE CP3320'NORTHEAST CORNER OF OBSERVATORY BUILDING, 6.40 M (21.00 FT) WEST OF CP3320'THE NORTHEAST FENCE CORNER AND 0.30 M (0.98 FT) NORTH OF THE EAST-WEST CP3320'FENCE ON NORTH SIDE OF OBSERVATORY. AZIMUTH MARK IS A STANDARD NGS CP3320'DISK STAMPED--MILLSAPS 2 1986----, SET IN DRILL HOLE IN CONCRETE CP3320'SIDEWALK ON SOUTH SIDE OF STADIUM, 26.43 M (86.71 FT) SOUTH SOUTHWEST CP3320'OF ENTRANCE GATE 3, 20.94 M (68.70 FT) SOUTH OF THE SOUTH CORNER OF CP3320'ELEVATOR SHAFT, 18.17 M (59.61 FT) NORTHWEST OF THE NORTHWEST EDGE OF CP3320'CONCRETE WALK TO GATE 2, 11.22 M (36.81 FT) SOUTHEAST OF THE SOUTHWEST CP3320'CORNER OF THE BOTTOM STEP TO TICKET BOOTHS AND 2.32 M (7.61 FT) CP3320'NORTHEAST OF CURB OF STREET A ROUND STADIUM. TO REACH AZIMUTH MARK CP3320'FROM STATION, GO NORTH ON N WEST STREET FOR 0.2 MI (0.3 KM) TO A CP3320'CROSSROADS, TURN RIGHT AND GO NORTHEAST UPHILL ON PAVED ROAD FOR 0.1 CP3320'MI (0.2 KM) TO T-JUNCTION OF STADIUM DRIVE AND AZIMUTH MARK STRAIGHT CP3320'AHEAD IN CONCRETE SIDEWALK AROUND STADIUM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3321 *********************************************************************** CP3321 DESIGNATION - MILLSAPS 2 RM 3 CP3321 PID - CP3321 CP3321 STATE/COUNTY- MS/HINDS CP3321 USGS QUAD - JACKSON (1998) CP3321 CP3321 *CURRENT SURVEY CONTROL CP3321 ___________________________________________________________________ CP3321* NAD 83(1986)- 32 19 30. (N) 090 10 53. (W) SCALED CP3321* NAVD 88 - 115.20 (meters) 378.0 (feet) RESET CP3321 ___________________________________________________________________ CP3321 GEOID HEIGHT- -26.25 (meters) GEOID99 CP3321 CP3321 VERT ORDER - THIRD CP3321 CP3321.The horizontal coordinates were scaled from a topographic map and have CP3321.an estimated accuracy of +/- 6 seconds. CP3321 CP3321.The orthometric height was computed from unverified reset data. CP3321.No vertical observational check was made to the station. CP3321 CP3321.The geoid height was determined by GEOID99. CP3321 CP3321; North East Units Estimated Accuracy CP3321;SPC MS W - 313,200. 714,310. MT (+/- 180 meters Scaled) CP3321 CP3321 SUPERSEDED SURVEY CONTROL CP3321 CP3321 NGVD 29 - 115.21 (m) 378.0 (f) RESET 3 CP3321 CP3321.Superseded values are not recommended for survey control. CP3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3321.See file dsdata.txt to determine how the superseded data were derived. CP3321 CP3321_MARKER: DR = REFERENCE MARK DISK CP3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3321_STAMPING: MILLSAPS 2 NO 3 1986 CP3321_MARK LOGO: NGS CP3321_MAGNETIC: N = NO MAGNETIC MATERIAL CP3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3321+STABILITY: SURFACE MOTION CP3321 CP3321 HISTORY - Date Condition Report By CP3321 HISTORY - 1986 MONUMENTED NGS CP3321 CP3321 STATION DESCRIPTION CP3321 CP3321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 CP3321'1.85 MILES NORTH ALONG N. WEST STREET FROM THE MAIN POST OFFICE IN CP3321'JACKSON TO OBSERVATORY AND MARK ON THE RIGHT, 154.5 FT (47.1 M) EAST CP3321'OF THE CENTER OF N. WEST STREET, 44.0 FT (13.4 M) EAST OF THE CP3321'NORTHWEST FENCE CORNER POST OF IRON FENCE AROUND OBSERVATORY, 22.5 FT CP3321'(6.9 M) NORTHWEST OF THE NORTHEAST CORNER OF OBSERVATORY BUILDING, CP3321'21.0 FT (6.4 M) WEST OF THE NORTHEAST CORNER POST OF IRON FENCE AND CP3321'1.0 FT (0.3 M) NORTH OF EAST-WEST IRON FENCE ON NORTH SIDE OF CP3321'OBSERVATORY, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2333 *********************************************************************** CP2333 DESIGNATION - Q 57 RESET 1981 CP2333 PID - CP2333 CP2333 STATE/COUNTY- MS/HINDS CP2333 USGS QUAD - UTICA WEST (1962) CP2333 CP2333 *CURRENT SURVEY CONTROL CP2333 ___________________________________________________________________ CP2333* NAD 83(1986)- 32 03 16. (N) 090 39 13. (W) SCALED CP2333* NAVD 88 - 49.63 (+/-2cm) 162.8 (feet) VERTCON CP2333 ___________________________________________________________________ CP2333 GEOID HEIGHT- -26.20 (meters) GEOID99 CP2333 CP2333 VERT ORDER - THIRD (See Below) CP2333 CP2333.The horizontal coordinates were scaled from a topographic map and have CP2333.an estimated accuracy of +/- 6 seconds. CP2333 CP2333.The NAVD 88 height was computed by applying the VERTCON shift value to CP2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2333.The vertical order pertains to the superseded datum. CP2333 CP2333.The geoid height was determined by GEOID99. CP2333 CP2333; North East Units Estimated Accuracy CP2333;SPC MS W - 283,230. 669,760. MT (+/- 180 meters Scaled) CP2333 CP2333 SUPERSEDED SURVEY CONTROL CP2333 CP2333 NGVD 29 - 49.66 (m) 162.9 (f) RESET 3 CP2333 CP2333.Superseded values are not recommended for survey control. CP2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2333.See file dsdata.txt to determine how the superseded data were derived. CP2333 CP2333_MARKER: DB = BENCH MARK DISK CP2333_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP2333+WITH SETTING: INTO GROUND CP2333_STAMPING: Q 57 RESET 1981 CP2333_PROJECTION: FLUSH CP2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2333+STABILITY: SURFACE MOTION CP2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2333+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2000 CP2333_ROD/PIPE-DEPTH: 0.91 meters CP2333 CP2333 HISTORY - Date Condition Report By CP2333 HISTORY - 1981 MONUMENTED NGS CP2333 HISTORY - 20000502 GOOD MSHD CP2333 CP2333 STATION DESCRIPTION CP2333 CP2333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 CP2333'3.9 KM (2.4 MI) NORTH FROM CARPENTER. CP2333'3.4 KM (2.1 MILES) NORTH ALONG A PAVED ROAD FROM THE OLD RAILROAD CP2333'STATION IN CARPENTER, TO A FIELD ROAD AND HOUSE TRAILER ON RIGHT, CP2333'THENCE SOUTHERLY ON FIELD ROAD FOR 0.5 KM (0.3 MILE) AROUND EDGE CP2333'OF CULTIVATED FIELD TO RAILROAD CROSSING AND MARK ON RIGHT, 48.8 CP2333'METERS (160 FT) NORTH-NORTHEAST OF MILEPOST NO 36, 7.9 METERS (26 FT) CP2333'NORTHWEST OF CENTER OF CROSSING, 6.6 METERS (22.5 FT) WEST-NORTHWEST CP2333'OF THE NORTHWEST RAIL OF TRACK, 3.0 METERS (10 FT) NORTHEAST OF THE CP2333'CENTER OF FIELD ROAD, 1.9 METERS (6.4 FT) WEST-SOUTHWEST OF A TRIPLE CP2333'TRUNK GUM TREE, AND 1.5 METERS (4.8 FT) SOUTH OF A 12-INCH GUM TREE. CP2333'THE MARK IS 1.0 FT NE FROM A WITNESS POST. CP2333'THE MARK IS ABOVE LEVEL WITH RAILROAD TRACKS. CP2333 CP2333 STATION RECOVERY (2000) CP2333 CP2333'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 (KLH) CP2333'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2332 *********************************************************************** CP2332 DESIGNATION - REVIS 2 RM 5 CP2332 PID - CP2332 CP2332 STATE/COUNTY- MS/HINDS CP2332 USGS QUAD - RAYMOND (1980) CP2332 CP2332 *CURRENT SURVEY CONTROL CP2332 ___________________________________________________________________ CP2332* NAD 83(1986)- 32 21 42. (N) 090 29 43. (W) SCALED CP2332* NAVD 88 - 64.444 (meters) 211.43 (feet) ADJUSTED CP2332 ___________________________________________________________________ CP2332 GEOID HEIGHT- -26.47 (meters) GEOID99 CP2332 DYNAMIC HT - 64.370 (meters) 211.19 (feet) COMP CP2332 MODELED GRAV- 979,488.9 (mgal) NAVD 88 CP2332 CP2332 VERT ORDER - FIRST CLASS II CP2332 CP2332.The horizontal coordinates were scaled from a topographic map and have CP2332.an estimated accuracy of +/- 6 seconds. CP2332 CP2332.The orthometric height was determined by differential leveling CP2332.and adjusted by the National Geodetic Survey in July 1994. CP2332 CP2332.The geoid height was determined by GEOID99. CP2332 CP2332.The dynamic height is computed by dividing the NAVD 88 CP2332.geopotential number by the normal gravity value computed on the CP2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2332.degrees latitude (g = 980.6199 gals.). CP2332 CP2332.The modeled gravity was interpolated from observed gravity values. CP2332 CP2332; North East Units Estimated Accuracy CP2332;SPC MS W - 317,260. 684,760. MT (+/- 180 meters Scaled) CP2332 CP2332 SUPERSEDED SURVEY CONTROL CP2332 CP2332 NGVD 29 - 64.47 (m) 211.5 (f) RESET 3 CP2332 CP2332.Superseded values are not recommended for survey control. CP2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2332.See file dsdata.txt to determine how the superseded data were derived. CP2332 CP2332_MARKER: DR = REFERENCE MARK DISK CP2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2332_STAMPING: REVIS 2 NO 5 1959 1980 CP2332_MARK LOGO: NGS CP2332_PROJECTION: FLUSH CP2332_MAGNETIC: N = NO MAGNETIC MATERIAL CP2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2332+STABILITY: SURFACE MOTION CP2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2332+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1992 CP2332 CP2332 HISTORY - Date Condition Report By CP2332 HISTORY - 1980 MONUMENTED NGS CP2332 HISTORY - 19920610 GOOD NGS CP2332 CP2332 STATION DESCRIPTION CP2332 CP2332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 CP2332'2.4 MI WEST FROM BOLTON. CP2332'2.4 MILES WEST AND NORTHWEST ALONG OLD HIGHWAY 80 FROM THE POST CP2332'OFFICE IN BOLTON, TO A GRAVEL DRIVEWAY AND MARK ON LEFT, 151 FT. CP2332'NORTHEAST OF NORTHEAST LEG OF STEEL WINDMILL TOWER, 102.5 FT. CP2332'SOUTHWEST OF WEST CEDAR TREE IN ROW OF FOUR TREES, 93.0 FT. SOUTH OF CP2332'SOUTH FRONTAGE ROAD (OLD HIGHWAY), 25 FT. EAST OF CENTER OF GRAVEL CP2332'DRIVEWAY AND 6.5 FT. NORTHEAST OF A LONE BUSH. CP2332 CP2332 STATION RECOVERY (1992) CP2332 CP2332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2332'23.4 KM (14.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP2332'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, 58.2 M (190.9 FT) CP2332'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 30.9 M CP2332'(101.4 FT) NORTHWEST OF TRIANGULATION STATION REVIS 2, 28.2 M CP2332'(92.5 FT) SOUTH OF THE CENTER OF A FRONTAGE ROAD, 23.7 M (77.8 FT) CP2332'SOUTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 7.2 M (23.6 FT) EAST CP2332'OF THE CENTER OF A GRAVELED DRIVEWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL CP2332'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2330 *********************************************************************** CP2330 DESIGNATION - T 167 RESET 1979 CP2330 PID - CP2330 CP2330 STATE/COUNTY- MS/HINDS CP2330 USGS QUAD - JACKSON (1998) CP2330 CP2330 *CURRENT SURVEY CONTROL CP2330 ___________________________________________________________________ CP2330* NAD 83(1986)- 32 19 44. (N) 090 13 50. (W) SCALED CP2330* NAVD 88 - 103.55 (+/-2cm) 339.7 (feet) VERTCON CP2330 ___________________________________________________________________ CP2330 GEOID HEIGHT- -26.27 (meters) GEOID99 CP2330 CP2330 VERT ORDER - THIRD (See Below) CP2330 CP2330.The horizontal coordinates were scaled from a topographic map and have CP2330.an estimated accuracy of +/- 6 seconds. CP2330 CP2330.The NAVD 88 height was computed by applying the VERTCON shift value to CP2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2330.The vertical order pertains to the superseded datum. CP2330 CP2330.The geoid height was determined by GEOID99. CP2330 CP2330; North East Units Estimated Accuracy CP2330;SPC MS W - 313,620. 709,680. MT (+/- 180 meters Scaled) CP2330 CP2330 SUPERSEDED SURVEY CONTROL CP2330 CP2330 NGVD 29 - 103.59 (m) 339.9 (f) RESET 3 CP2330 CP2330.Superseded values are not recommended for survey control. CP2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2330.See file dsdata.txt to determine how the superseded data were derived. CP2330 CP2330_MARKER: DB = BENCH MARK DISK CP2330_SETTING: 30 = RAILROAD SIGNAL BASE CP2330_STAMPING: T 167 RESET 1979 CP2330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP2330 CP2330 HISTORY - Date Condition Report By CP2330 HISTORY - 1979 MONUMENTED NGS CP2330 CP2330 STATION DESCRIPTION CP2330 CP2330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 CP2330'3.95 MI NW FROM JACKSON. CP2330'0.1 MILE NORTH ON STATE STREET FROM THE OLD CAPITOL BUILDING IN CP2330'JACKSON TO AMITE STREET, THENCE WEST ALONG AMITE STREET FOR 1.15 MILE CP2330'TO THE JUNCTION OF CAPITOL STREET, THENCE NORTHWEST ALONG CAPITOL CP2330'STREET FOR 2.5 MILES TO THE JUNCTION OF COLUMBIA AVE., THENCE NORTH CP2330'ALONG COLUMBIA AVE. FOR 0.2 MILE TO RAILROAD CROSSING AND MARK ON CP2330'RIGHT, IN NORTHWEST CORNER OF CONCRETE BASE OF RAILROAD CROSSING CP2330'SIGNAL CONTROL BOX, 102.5 FT. SOUTH OF THE CENTER OF BULLARD STREET, CP2330'41 FT. NORTH OF THE CENTER OF MARKHAM STREET, 34 FT. EAST OF THE CP2330'CENTER OF COLUMBIA AVE. AND 19.8 FT. SOUTH OF THE SOUTH RAIL OF CP2330'RAILROAD TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3325 *********************************************************************** CP3325 DESIGNATION - TOM RESET CP3325 PID - CP3325 CP3325 STATE/COUNTY- MS/HINDS CP3325 USGS QUAD - CLINTON (1980) CP3325 CP3325 *CURRENT SURVEY CONTROL CP3325 ___________________________________________________________________ CP3325* NAD 83(1986)- 32 20 46.10703(N) 090 22 20.82198(W) ADJUSTED CP3325* NAVD 88 - 110.465 (meters) 362.42 (feet) ADJUSTED CP3325 ___________________________________________________________________ CP3325 LAPLACE CORR- 0.96 (seconds) DEFLEC99 CP3325 GEOID HEIGHT- -26.42 (meters) GEOID99 CP3325 DYNAMIC HT - 110.338 (meters) 362.00 (feet) COMP CP3325 MODELED GRAV- 979,486.4 (mgal) NAVD 88 CP3325 CP3325 HORZ ORDER - THIRD CP3325 VERT ORDER - FIRST CLASS II CP3325 CP3325.The horizontal coordinates were established by classical geodetic methods CP3325.and adjusted by the National Geodetic Survey in July 1986. CP3325 CP3325.The orthometric height was determined by differential leveling CP3325.and adjusted by the National Geodetic Survey in July 1994. CP3325 CP3325.The Laplace correction was computed from DEFLEC99 derived deflections. CP3325 CP3325.The geoid height was determined by GEOID99. CP3325 CP3325.The dynamic height is computed by dividing the NAVD 88 CP3325.geopotential number by the normal gravity value computed on the CP3325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3325.degrees latitude (g = 980.6199 gals.). CP3325 CP3325.The modeled gravity was interpolated from observed gravity values. CP3325 CP3325; North East Units Scale Converg. CP3325;SPC MS W - 315,531.557 696,317.829 MT 0.99995017 -0 01 15.3 CP3325;UTM 15 - 3,581,838.894 747,286.508 MT 1.00035416 +1 24 23.5 CP3325 CP3325 SUPERSEDED SURVEY CONTROL CP3325 CP3325 NGVD 29 - 110.48 (m) 362.5 (f) RESET 3 CP3325 CP3325.Superseded values are not recommended for survey control. CP3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3325.See file dsdata.txt to determine how the superseded data were derived. CP3325 CP3325_MARKER: DH = HORIZONTAL CONTROL DISK CP3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3325_STAMPING: TOM 1948 1988 CP3325_MARK LOGO: NGS CP3325_PROJECTION: FLUSH CP3325_MAGNETIC: N = NO MAGNETIC MATERIAL CP3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3325+STABILITY: SURFACE MOTION CP3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3325+SATELLITE: SATELLITE OBSERVATIONS - December 09, 1999 CP3325 CP3325 HISTORY - Date Condition Report By CP3325 HISTORY - 1988 MONUMENTED NGS CP3325 HISTORY - 19881115 GOOD NGS CP3325 HISTORY - 19920610 GOOD NGS CP3325 HISTORY - 19991209 GOOD NGS CP3325 CP3325 STATION DESCRIPTION CP3325 CP3325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 CP3325'0.16 KM (0.10 MI) SOUTH ALONG RAYMOND-CLINTON ROAD FROM THE OVERPASS CP3325'OF I-20 (EXIT 12), TO A PAVED ROAD ON THE RIGHT, THENCE WEST ALONG CP3325'FRONTAGE ROAD ON SOUTH SIDE OF I-20 FOR 4.10 KM (2.55 MI) TO A PAVED CP3325'SIDE ROAD ON THE LEFT, THENCE SOUTH ON PAVED ROAD FOR 0.08 KM CP3325'(0.05 MI) TO TOP OF HILL AND MARK IN WEST SIDE OF PAVED ROAD, 41.35 M CP3325'(135.7 FT) EAST SOUTHEAST OF A TRIPLE TRUNKED OAK TREE, 37.50 M CP3325'(123.0 FT) NORTHEAST OF A POWER POLE, 21.30 M (69.9 FT) WEST CP3325'NORTHWEST OF A POWER POLE WITH STREET LIGHT, 27.50 M (90.2 FT) NORTH CP3325'NORTHWEST OF A FIRE HYDRANT, 4.90 M (16.1 FT) WEST OF THE EAST EDGE OF CP3325'PAVED ROAD AND 1.60 M (5.2 FT) EAST OF THE WEST EDGE OF PAVED ROAD. CP3325'STANDARD NGS TRIANGULATION STATION DISK, SET IN TOP OF A SQUARE CP3325'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE PAVED ROAD. CP3325 CP3325 STATION RECOVERY (1988) CP3325 CP3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (DDR) CP3325'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED BY ROAD CP3325'CONSTRUCTION. A NEW STATION SURFACE AND UNDERGROUND MARK WERE CP3325'ESTABLISHED AT THIS DATE. CP3325'THE STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) EAST OF BOLTON, 2.5 MI CP3325'(4.0 KM) WEST NORTHWEST OF CLINTON AND 0.1 MILE SOUTH OF I-20, IN ROAD CP3325'RIGHT OF WAY. CP3325'TO REACH FROM THE I-20 OVERPASS OF CLINTON-RAYMOND ROAD (EXIT 12), IN CP3325'THE SOUTHEAST EDGE OF CLINTON, GO SOUTH ON CLINTON-RAYMOND ROAD FOR CP3325'0.16 KM (0.10 MI) TO A PAVED SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO CP3325'WEST ON FRONTAGE ROAD ALONG SOUTH SIDE OF I-20 FOR 4.10 KM (2.55 MI) CP3325'TO PAVED SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON PAVED ROAD CP3325'UPHILL FOR 0.08 KM (0.05 MI) TO TOP OF HILL AND MARK AS DESCRIBED. CP3325'STATION MARK IS A STANDARD NGS DISK, STAMPED---TOM 1948 1988---SET IN CP3325'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE SURFACE OF PAVED ROAD. IT CP3325'IS IN THE WEST SIDE OF THE PAVED ROAD, 41.35 M (135.66 FT) EAST CP3325'SOUTHEAST OF A TRIPLE TRUNK OAK TREE, 37.50 M (123.03 FT) NORTHEAST OF CP3325'A POWER POLE, 27.50 M (90.22 FT) NORTH NORTHWEST OF A FIRE HYDRANT, CP3325'21.30 M (69.88 FT) WEST NORTHWEST OF A POWER POLE WITH STREET LAMP, CP3325'4.90 M (16.08 FT) WEST OF THE EAST EDGE OF PAVED ROAD AND 1.60 M (5.25 CP3325'FT) EAST OF THE WEST EDGE OF PAVED ROAD. CP3325'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED---TOM NO 1 1948---SET CP3325'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 0.16 M. IT IS 25.349 M CP3325'(83.166 FT) SOUTHEAST OF THE STATION, 22.40 M (73.49 FT) NORTH OF A CP3325'FIRE HYDRANT, 6.92 M (22.70 FT) EAST OF A POWER POLE WITH STREET LIGHT CP3325'AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST. CP3325'REFERENCE MARK NO 2 IS A STANDARD DISK, STAMPED---TOM NO 2 1948---SET CP3325'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 0.16 M (0.52 FT) . IT IS CP3325'27.308 M (89.593 FT) SOUTHWEST OF THE STATION, 23.30 M (76.44 FT) WEST CP3325'SOUTHWEST OF A FIRE HYDRANT, 10.36 M (33.99 FT) NORTH NORTHEAST OF A CP3325'POWER POLE, 8.53 M (27.99 FT) WEST OF THE CENTER OF PAVED ROAD CP3325'AZIMUTH MARK IS A STANDARD DISK, STAMPED---TOM 1948 AZ 3 1968---SET IN CP3325'TOP OF A ROUND CONCRETE POST, PROJECTING 0.10 M. IT IS 287.582 M CP3325'(943.509 FT) NORTH AND ACROSS I-20 FROM THE STATION IN AZIMUTH CP3325'342-04-18.9 FROM NORTH, 21.79 M (71.49 FT) NORTH OF THE CENTER OF THE CP3325'NORTH FRONTAGE ROAD, 11.27 M (36.97 FT) NORTHEAST OF A POWER POLE, CP3325'7.01 M (23.00 FT) SOUTHEAST OF AN 8 INCH TWIN CEDAR TREE, 0.46 M (1.51 CP3325'FT) SOUTH OF FENCE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST. CP3325'TO REACH FROM THE I-20 OVERPASS OF CLINTON-RAYMOND ROAD (EXIT 12), GO CP3325'NORTH ON CLINTON-RAYMOND ROAD FOR 0.16 KM (0.10 MI) TO A CROSSROAD, CP3325'TURN LEFT AND GO WEST ON FRONTAGE ROAD ALONG NORTH SIDE OF I-20 FOR CP3325'4.91 KM (3.05 MI) TO THE MARK ON THE RIGHT. CP3325 CP3325 STATION RECOVERY (1992) CP3325 CP3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP3325'8.1 KM (5.05 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP3325'JUNCTION OF STATE HIGHWAY 18 (EXIT 40) IN JACKSON, THENCE 4.0 KM CP3325'(2.50 MI) WESTERLY ALONG THE SOUTH FRONTAGE ROAD, THENCE 0.1 KM CP3325'(0.05 MI) SOUTHERLY ALONG THE LAKERIDGE DEVELOPMENT ENTRANCE ROAD, CP3325'27.3 M (89.6 FT) NORTH OF A FIRE HYDRANT, 27.3 M (89.6 FT) NORTHEAST CP3325'OF REFERENCE MARK 2, 25.4 M (83.3 FT) NORTHWEST OF REFERENCE MARK 1, CP3325'1.2 M (3.9 FT) WEST OF THE CENTER OF THE ROAD, AND THE MONUMENT IS CP3325'FLUSH WITH AND SURROUNDED BY THE ROAD SURFACE. CP3325 CP3325 STATION RECOVERY (1999) CP3325 CP3325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP3325'RECOVERED AS DESCRIBED. STATION WILL LIKELY BE COVERED OVER THE NEXT CP3325'TIME THE ROAD IS REPAVED. TWO REFERENCE MARKS RECOVERED IN GOOD CP3325'CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0280 *********************************************************************** CP0280 DESIGNATION - V 224 RESET 1976 CP0280 PID - CP0280 CP0280 STATE/COUNTY- MS/HINDS CP0280 USGS QUAD - CLINTON (1980) CP0280 CP0280 *CURRENT SURVEY CONTROL CP0280 ___________________________________________________________________ CP0280* NAD 83(1986)- 32 20 03. (N) 090 17 57. (W) SCALED CP0280* NAVD 88 - 106.74 (+/-2cm) 350.2 (feet) VERTCON CP0280 ___________________________________________________________________ CP0280 GEOID HEIGHT- -26.34 (meters) GEOID99 CP0280 CP0280 VERT ORDER - THIRD (See Below) CP0280 CP0280.The horizontal coordinates were scaled from a topographic map and have CP0280.an estimated accuracy of +/- 6 seconds. CP0280 CP0280.The NAVD 88 height was computed by applying the VERTCON shift value to CP0280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0280.The vertical order pertains to the superseded datum. CP0280 CP0280.The geoid height was determined by GEOID99. CP0280 CP0280; North East Units Estimated Accuracy CP0280;SPC MS W - 314,200. 703,220. MT (+/- 180 meters Scaled) CP0280 CP0280 SUPERSEDED SURVEY CONTROL CP0280 CP0280 NGVD 29 - 106.77 (m) 350.3 (f) RESET 3 CP0280 CP0280.Superseded values are not recommended for survey control. CP0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0280.See file dsdata.txt to determine how the superseded data were derived. CP0280 CP0280_MARKER: DB = BENCH MARK DISK CP0280_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0280+WITH SETTING: INTO GROUND CP0280_STAMPING: V 224 RESET 1976 CP0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0280+STABILITY: SURFACE MOTION CP0280 CP0280 HISTORY - Date Condition Report By CP0280 HISTORY - 1976 MONUMENTED NGS CP0280 HISTORY - 1977 GOOD MSHD CP0280 CP0280 STATION DESCRIPTION CP0280 CP0280'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0280'1.8 MI E FROM CLINTON. CP0280'THE MARK IS LOCATED 1.8 MILES EAST OF CLINTON IN THE NORTHWEST ANGLE CP0280'OF THE CROSSING OF A PRIVATE ROAD AND THE I.C.G. RAILRAOD TRACK, 7 CP0280'MILES NORTHWEST OF THE CENTER OF DOWNTOWN JACKSON, 0.4 MILE WEST OF CP0280'THE RAILROAD BRIDGE OVER CLINTON BLVD. IN THE NORTHEAST 1/4 OF SECTION CP0280'28 T 6N, R 1W. IT IS 358 FEET WEST OF MILEPOST 103, 75.5 FEET NORTH CP0280'OF THE CENTER OF CLINTON BLVD., 61 FEET WEST OF THE CENTER OF A CP0280'DRIVEWAY, 18 FEET NORTH OF THE NORTH RAIL OF THE I.C.G. RAILROAD CP0280'TRACK, 65 FEET SOUTHEAST OF A 20 INCH TWIN OAK, 69 FEET SOUTHWEST OF A CP0280'24 INCH PINE, 45 FEET SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A CP0280'TELEPHONE CABLE POLE, 1 FOOT WEST OF THE PROJECTED CENTER OF A CP0280'CONCRETE DRIVEWAY AND 1 FOOT WEST OF A METAL WITNESS POST. IT IS A CP0280'DISK CRIMPED ON A 4 FOOT SECTION OF COPPER COATED STEEL ROD WITH A CP0280'STEEL PLATE BOLTED ON THE BOTTOM SURROUNDED BY A 3 INCH PLASTIC PIPE CP0280'ABOUT LEVEL WITH THE TRACK AND IS FLUSH WITH THE GROUND. NOTE-- TO CP0280'REACH FROM THE U.S. POST OFFICE IN CLINTON GO SOUTH ON MONROE STREET CP0280'FOR 0.3 MILE TO THE INTERSECTION OF COLLEGE STREET AND THE NORTH CP0280'ENTRANCE TO MISSISSIPPI COLLEGE. TURN LEFT AND GO WEST ON COLLEGE CP0280'STREET FOR 0.75 MILE TO A FORK. TAKE THE LEFT FORK AND GO EAST ON CP0280'CLINTON BLVD. FOR 1.1 MILES TO A PRIVATE ROAD CROSSING THE RAILROAD CP0280'TRACK AND THE MARK ON THE LEFT.