1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0863 *********************************************************************** CP0863 DESIGNATION - 20 V 17 RESET CP0863 PID - CP0863 CP0863 STATE/COUNTY- MS/WARREN CP0863 USGS QUAD - VICKSBURG WEST (1962) CP0863 CP0863 *CURRENT SURVEY CONTROL CP0863 ___________________________________________________________________ CP0863* NAD 83(1986)- 32 18 55. (N) 090 53 31. (W) SCALED CP0863* NAVD 88 - 42.66 (+/-2cm) 140.0 (feet) VERTCON CP0863 ___________________________________________________________________ CP0863 GEOID HEIGHT- -26.47 (meters) GEOID99 CP0863 CP0863 VERT ORDER - THIRD (See Below) CP0863 CP0863.The horizontal coordinates were scaled from a topographic map and have CP0863.an estimated accuracy of +/- 6 seconds. CP0863 CP0863.The NAVD 88 height was computed by applying the VERTCON shift value to CP0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0863.The vertical order pertains to the superseded datum. CP0863 CP0863.The geoid height was determined by GEOID99. CP0863 CP0863; North East Units Estimated Accuracy CP0863;SPC MS W - 312,250. 647,400. MT (+/- 180 meters Scaled) CP0863 CP0863 SUPERSEDED SURVEY CONTROL CP0863 CP0863 NGVD 29 - 42.69 (m) 140.1 (f) RESET 3 CP0863 CP0863.Superseded values are not recommended for survey control. CP0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0863.See file dsdata.txt to determine how the superseded data were derived. CP0863 CP0863_MARKER: DD = SURVEY DISK CP0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0863_STAMPING: BM 20V 17 1963 RESET 1965 CP0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0863+STABILITY: SURFACE MOTION CP0863 CP0863 HISTORY - Date Condition Report By CP0863 HISTORY - 1965 MONUMENTED MSHD CP0863 HISTORY - 1967 GOOD MSHD CP0863 HISTORY - 1968 GOOD MSSU CP0863 CP0863 STATION DESCRIPTION CP0863 CP0863'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0863'2.6 MI SW FROM VICKSBURG. CP0863'THE MARK IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF VICKSBURG CP0863'NEAR THE NORTHEAST CORNER OF A CYCLONE FENCE AROUND A POWER CP0863'SUBSTATION. TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CP0863'CROWFORD AND MONROE STREETS IN VICKSBURG, GO WEST ON CROWFORD STREET CP0863'FOR 0.15 MILE TO THE INTERSECTION OF U.S. HIGHWAY 61. TURN LEFT CP0863'(SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 61 FOR 2.3 MILES TO THE U.S. CP0863'HIGHWAY 80 BYPASS ON THE LEFT. TURN LEFT (NORTHEAST) AND CONTINUE ON CP0863'U.S. HIGHWAY 80 FOR 0.25 MILE TO A BRICK BRIDGE OVER A RAILROAD TRACK. CP0863'CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 0.25 MILE TO IOWA AVENUE CP0863'ON THE RIGHT. TURN RIGHT (SOUTH SOUTHWEST) AND CONTINUE ON IOWA CP0863'AVENUE FOR 0.25 MILE TO A FORK. TAKE THE RIGHT FORK AND IMMEDIATELY CP0863'AFTERWARDS TAKE ANOTHER RIGHT FORK AND CONTINUE ON AN ALL WEATHER ROAD CP0863'FOR 0.1 MILE TO THE POWER SUBSTATION AND THE MARK. THE MARK IS A DISK CP0863'SET IN THE TOP OF A 11 INCH ROUND CONCRETE POST. IT IS 190 FEET NORTH CP0863'OF THE NORTHEAST CORNER OF A TIN BUILDING, 2.3 FEET SOUTHEAST OF THE CP0863'NORTHEAST CORNER OF THE CYCLONE FENCE AROUND THE POWER STATION, 1.4 CP0863'FEET EAST OF A FENCE AND 1.1 FEET NORTH OF A METAL WITNESS POST, AND CP0863'FLUSH WITH THE GROUND. CP0863 CP0863 STATION RECOVERY (1968) CP0863 CP0863'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1968 CP0863'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3323 *********************************************************************** CP3323 DESIGNATION - 61 V 88 RESET CP3323 PID - CP3323 CP3323 STATE/COUNTY- MS/WARREN CP3323 USGS QUAD - WILLOWS (1973) CP3323 CP3323 *CURRENT SURVEY CONTROL CP3323 ___________________________________________________________________ CP3323* NAD 83(1986)- 32 05 14. (N) 090 55 34. (W) SCALED CP3323* NAVD 88 - 30.84 (+/-2cm) 101.2 (feet) VERTCON CP3323 ___________________________________________________________________ CP3323 GEOID HEIGHT- -26.27 (meters) GEOID99 CP3323 CP3323 VERT ORDER - THIRD (See Below) CP3323 CP3323.The horizontal coordinates were scaled from a topographic map and have CP3323.an estimated accuracy of +/- 6 seconds. CP3323 CP3323.The NAVD 88 height was computed by applying the VERTCON shift value to CP3323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3323.The vertical order pertains to the superseded datum. CP3323 CP3323.The geoid height was determined by GEOID99. CP3323 CP3323; North East Units Estimated Accuracy CP3323;SPC MS W - 286,970. 644,040. MT (+/- 180 meters Scaled) CP3323 CP3323 SUPERSEDED SURVEY CONTROL CP3323 CP3323 NGVD 29 - 30.86 (m) 101.2 (f) RESET 3 CP3323 CP3323.Superseded values are not recommended for survey control. CP3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3323.See file dsdata.txt to determine how the superseded data were derived. CP3323 CP3323_MARKER: DB = BENCH MARK DISK CP3323_SETTING: 38 = BRIDGE ABUTMENT CP3323_STAMPING: 61 V 88 RESET 1987 CP3323_MARK LOGO: MSHD CP3323_MAGNETIC: N = NO MAGNETIC MATERIAL CP3323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3323 CP3323 HISTORY - Date Condition Report By CP3323 HISTORY - 1987 MONUMENTED NGS CP3323 CP3323 STATION DESCRIPTION CP3323 CP3323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 CP3323'9.75 MI (15.69 KM) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION CP3323'OF ORANGE STREET, 0.1 MI (0.2 KM) EAST OF THE POST OFFICE IN PORT CP3323'GIBSON TO THE NORTH END OF EAST CONCRETE BRIDGE OVER BIG BLACK RIVER CP3323'AND MARK IN THE TOP OF THE NORTHWEST END OF THE NORTH ABUTMENT, 20.9 CP3323'FT (6.4 M) WEST OF THE CENTER OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2331 *********************************************************************** CP2331 DESIGNATION - VICSAIR RM 3 CP2331 PID - CP2331 CP2331 STATE/COUNTY- MS/WARREN CP2331 USGS QUAD - YOKENA (1973) CP2331 CP2331 *CURRENT SURVEY CONTROL CP2331 ___________________________________________________________________ CP2331* NAD 83(1986)- 32 14 50. (N) 090 55 43. (W) SCALED CP2331* NAVD 88 - 31.72 (+/-2cm) 104.1 (feet) VERTCON CP2331 ___________________________________________________________________ CP2331 GEOID HEIGHT- -26.42 (meters) GEOID99 CP2331 CP2331 VERT ORDER - THIRD (See Below) CP2331 CP2331.The horizontal coordinates were scaled from a topographic map and have CP2331.an estimated accuracy of +/- 6 seconds. CP2331 CP2331.The NAVD 88 height was computed by applying the VERTCON shift value to CP2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2331.The vertical order pertains to the superseded datum. CP2331 CP2331.The geoid height was determined by GEOID99. CP2331 CP2331; North East Units Estimated Accuracy CP2331;SPC MS W - 304,720. 643,900. MT (+/- 180 meters Scaled) CP2331 CP2331 SUPERSEDED SURVEY CONTROL CP2331 CP2331 NGVD 29 - 31.75 (m) 104.2 (f) RESET 3 CP2331 CP2331.Superseded values are not recommended for survey control. CP2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2331.See file dsdata.txt to determine how the superseded data were derived. CP2331 CP2331_MARKER: DR = REFERENCE MARK DISK CP2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2331_STAMPING: VICSAIR 1948 NO 3 1975 CP2331_PROJECTION: PROJECTING 3 CENTIMETERS CP2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2331+STABILITY: SURFACE MOTION CP2331 CP2331 HISTORY - Date Condition Report By CP2331 HISTORY - 1975 MONUMENTED NGS CP2331 HISTORY - 19770301 GOOD MSSU CP2331 HISTORY - 19820301 GOOD MSSU CP2331 CP2331 STATION DESCRIPTION CP2331 CP2331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 CP2331'IN WARRENTON. CP2331'LOCATED ABOUT 0.65 MILE NORTHWEST OF THE ENTRANCE TO THE VICKSBURG CP2331'MUNICIPAL AIRPORT, IN WARRENTON SIDEING, ABOUT 7.6 MILES SOUTHWEST OF CP2331'VICKSBURG, IN THE SOUTHEAST QUADRNAT OF A RAILROAD CROSSING, 56 FT. CP2331'EAST OF THE EAST RAIL OF THE SIDE TRACK, 26.5 FT. SOUTH OF THE CENTER CP2331'OF THE PAVED ROAD, 3 FT. WEST OF A LONE 24 INCH PECAN TREE, 1.5 FT. CP2331'EAST OF A METAL WITNESS POST AND SIGN AND 1 FT. NORTH OF FENCELINE. CP2331'IT IS A STANDARD REFERENCE MARK DISK, CP2331'IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH ABOVE THE CP2331'GROUND. CP2331 CP2331 STATION RECOVERY (1977) CP2331 CP2331'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB) CP2331'RECOVERED IN GOOD CONDITION. CP2331 CP2331 STATION RECOVERY (1982) CP2331 CP2331'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP2331'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2328 *********************************************************************** CP2328 DESIGNATION - VICSAIR RM 4 CP2328 PID - CP2328 CP2328 STATE/COUNTY- MS/WARREN CP2328 USGS QUAD - YOKENA (1973) CP2328 CP2328 *CURRENT SURVEY CONTROL CP2328 ___________________________________________________________________ CP2328* NAD 83(1986)- 32 14 50. (N) 090 55 43. (W) SCALED CP2328* NAVD 88 - 31.61 (+/-2cm) 103.7 (feet) VERTCON CP2328 ___________________________________________________________________ CP2328 GEOID HEIGHT- -26.42 (meters) GEOID99 CP2328 CP2328 VERT ORDER - THIRD (See Below) CP2328 CP2328.The horizontal coordinates were scaled from a topographic map and have CP2328.an estimated accuracy of +/- 6 seconds. CP2328 CP2328.The NAVD 88 height was computed by applying the VERTCON shift value to CP2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2328.The vertical order pertains to the superseded datum. CP2328 CP2328.The geoid height was determined by GEOID99. CP2328 CP2328; North East Units Estimated Accuracy CP2328;SPC MS W - 304,720. 643,900. MT (+/- 180 meters Scaled) CP2328 CP2328 SUPERSEDED SURVEY CONTROL CP2328 CP2328 NGVD 29 - 31.64 (m) 103.8 (f) RESET 3 CP2328 CP2328.Superseded values are not recommended for survey control. CP2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2328.See file dsdata.txt to determine how the superseded data were derived. CP2328 CP2328_MARKER: DR = REFERENCE MARK DISK CP2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2328_STAMPING: VICSAIR 1948 NO 4 1975 CP2328_PROJECTION: FLUSH CP2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2328+STABILITY: SURFACE MOTION CP2328 CP2328 HISTORY - Date Condition Report By CP2328 HISTORY - 1975 MONUMENTED NGS CP2328 HISTORY - 19770301 GOOD MSSU CP2328 HISTORY - 19820301 GOOD MSSU CP2328 CP2328 STATION DESCRIPTION CP2328 CP2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 CP2328'IN WARRENTON. CP2328'LOCATED ABOUT 0.65 MILE NORTHWEST OF THE ENTRANCE TO THE VICKSBURG CP2328'MUNICIPAL AIRPORT, IN WARRENTON SIDEING, ABOUT 7.6 MILES SOUTHWEST OF CP2328'VICKSBURG, IN THE SOUTHEAST QUADRANT OF A RAILROAD CROSSING, 64 FT. CP2328'SOUTH OF THE CENTER OF THE PAVED ROAD, 35 FT. SOUTH OF A FENCE CORNER, CP2328'25 FT. EAST OF THE EAST RAIL OF THE SIDE TRACK, 1 FT. WEST OF CP2328'FENCELINE AND 1 FT. NORTH OF A METAL WITNESS POST AND SIGN. IT IS A CP2328'STANDARD REFERENCE MARK DISK, CP2328'IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE SURFACE OF THE CP2328'GROUND. CP2328 CP2328 STATION RECOVERY (1977) CP2328 CP2328'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1977 (RB) CP2328'RECOVERED IN GOOD CONDITION. CP2328 CP2328 STATION RECOVERY (1982) CP2328 CP2328'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP2328'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3327 *********************************************************************** CP3327 DESIGNATION - YOKENA 2 CP3327 PID - CP3327 CP3327 STATE/COUNTY- MS/WARREN CP3327 USGS QUAD - YOKENA (1973) CP3327 CP3327 *CURRENT SURVEY CONTROL CP3327 ___________________________________________________________________ CP3327* NAD 83(1986)- 32 09 02. (N) 090 56 24. (W) SCALED CP3327* NAVD 88 - 83.37 (+/-2cm) 273.5 (feet) VERTCON CP3327 ___________________________________________________________________ CP3327 GEOID HEIGHT- -26.33 (meters) GEOID99 CP3327 CP3327 VERT ORDER - THIRD (See Below) CP3327 CP3327.The horizontal coordinates were scaled from a topographic map and have CP3327.an estimated accuracy of +/- 6 seconds. CP3327 CP3327.The NAVD 88 height was computed by applying the VERTCON shift value to CP3327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3327.The vertical order pertains to the superseded datum. CP3327 CP3327.The geoid height was determined by GEOID99. CP3327 CP3327; North East Units Estimated Accuracy CP3327;SPC MS W - 294,010. 642,770. MT (+/- 180 meters Scaled) CP3327 CP3327 SUPERSEDED SURVEY CONTROL CP3327 CP3327 NGVD 29 - 83.40 (m) 273.6 (f) RESET 3 CP3327 CP3327.Superseded values are not recommended for survey control. CP3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3327.See file dsdata.txt to determine how the superseded data were derived. CP3327 CP3327_MARKER: DH = HORIZONTAL CONTROL DISK CP3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3327_STAMPING: YOKENA 2 1990 CP3327_MARK LOGO: NGS CP3327_PROJECTION: FLUSH CP3327_MAGNETIC: N = NO MAGNETIC MATERIAL CP3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3327+STABILITY: SURFACE MOTION CP3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3327+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1990 CP3327 CP3327 HISTORY - Date Condition Report By CP3327 HISTORY - 1990 MONUMENTED MSHD CP3327 HISTORY - 19900801 GOOD MSHD CP3327 CP3327 STATION DESCRIPTION CP3327 CP3327'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 CP3327'LOCATED ABOUT 14.2 MI (22.85 KM) NORTHEAST OF PORT GIBSON, 14.3 MI CP3327'(23.01 KM) SOUTHWEST OF VICKSBURG, ON TOP OF HIGHEST HILL IN AREA, AT CP3327'THE NORTHEAST RIGHT OF WAY OF U.S. HIGHWAY 61. TO REACH FROM THE CP3327'POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET FOR 0.1 (0.16 KM) CP3327'TO THE JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO NORTH ALONG U. S. CP3327'HIGHWAY 61 FOR 9.3 MILES TO SOUTH END OF BRIDGE OVER BIG BLACK RIVER, CP3327'CONTINUE NORTH ON HIGHWAY 61 FOR 5.0 MI (8.05 KM) TO HOUSE AND CP3327'STATION ON RIGHT, AND FLUSH WITH THE GROUND, 190.78 M (625.9 FT) CP3327'NORTH-NORTHEAST OF YOKENA 1948 AZIMUTH MARK IN BEARING NORTH CP3327'10-05-54.7 EAST, 233.7 FT (71.23 M) NORTHWEST OF THE NORTHWEST CP3327'CORNER OF HOUSE, 222.0 FT (67.67 M) NORTHEAST OF THE CENTER CP3327'OF NORTH BOUND LANE OF HIGHWAY 61, 67.0 FT (20.42 M) SOUTH OF A 26 IN CP3327'OAK TREE, 63.5 FT (19.35 M) WEST OF A 30 IN PINE TREE, 11.4 FT (3.47 CP3327'M) SOUTHWEST OF A RIGHT-OF-WAY MARKER AND 1.5 FT (0.46 M) NORTHEAST CP3327'AND SOUTHWEST OF TWO CARSONITE WITNESS POST. CP3327 CP3327 STATION RECOVERY (1990) CP3327 CP3327'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 (DDR) CP3327'STATION IS LOCATED ABOUT 14.2 MI (22.9 KM) NORTHEAST OF PORT GIBSON, CP3327'14.3 MI (23.0 KM) SOUTHWEST OF VICKSBURG, ON TOP OF HIGHEST HILL IN CP3327'AREA, AT THE EDGE OF RIGHT OF WAY OF U.S. HIGHWAY 61. CP3327'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET CP3327'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND CP3327'GO NORTH ON HIGHWAY 61 FOR 9.3 MI (15.0 KM) TO SOUTH END OF BRIDGE CP3327'OVER BIG BLACK RIVER, CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 5.0 MI CP3327'(8.0 KM) TO HOUSE AND STATION ON THE RIGHT. CP3327'STATION MARKS ARE STANDARD NGS DISK, STAMPED---YOKENA 2 1990---SURFACE CP3327'MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT CP3327'IS 71.23 M (233.69 FT) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, CP3327'67.67 M (222.01 FT) NORTHEAST OF THE CENTER OF NORTH BOUND LANES OF CP3327'HIGHWAY 61, 20.42 M (66.99 FT) SOUTH OF A 26 INCH OAK TREE, 19.35 M CP3327'(63.48 FT) WEST OF A 30 INCH PINE TREE, 3.47 M (11.38 FT) SOUTHWEST OF CP3327'A RIGHT OF WAY MARKER AND 0.46 M (1.51 FT) NORTHEAST AND SOUTHWEST OF CP3327'TWO CARSONITE WITNESS POST.