1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 BW2574 *********************************************************************** BW2574 DESIGNATION - 61 V 81 RESET BW2574 PID - BW2574 BW2574 STATE/COUNTY- MS/CLAIBORNE BW2574 USGS QUAD - PORT GIBSON (1963) BW2574 BW2574 *CURRENT SURVEY CONTROL BW2574 ___________________________________________________________________ BW2574* NAD 83(1986)- 31 59 18. (N) 090 58 00. (W) SCALED BW2574* NAVD 88 - 50.24 (+/-2cm) 164.8 (feet) VERTCON BW2574 ___________________________________________________________________ BW2574 GEOID HEIGHT- -26.18 (meters) GEOID99 BW2574 BW2574 VERT ORDER - THIRD (See Below) BW2574 BW2574.The horizontal coordinates were scaled from a topographic map and have BW2574.an estimated accuracy of +/- 6 seconds. BW2574 BW2574.The NAVD 88 height was computed by applying the VERTCON shift value to BW2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) BW2574.The vertical order pertains to the superseded datum. BW2574 BW2574.The geoid height was determined by GEOID99. BW2574 BW2574; North East Units Estimated Accuracy BW2574;SPC MS W - 276,030. 640,150. MT (+/- 180 meters Scaled) BW2574 BW2574 SUPERSEDED SURVEY CONTROL BW2574 BW2574 NGVD 29 - 50.26 (m) 164.9 (f) RESET 3 BW2574 BW2574.Superseded values are not recommended for survey control. BW2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. BW2574.See file dsdata.txt to determine how the superseded data were derived. BW2574 BW2574_MARKER: DV = VERTICAL CONTROL DISK BW2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT BW2574_STAMPING: 61V 81 RESET 1990 BW2574_MARK LOGO: NGS BW2574_MAGNETIC: N = NO MAGNETIC MATERIAL BW2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO BW2574+STABILITY: SURFACE MOTION BW2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR BW2574+SATELLITE: SATELLITE OBSERVATIONS - 1990 BW2574 BW2574 HISTORY - Date Condition Report By BW2574 HISTORY - 1990 MONUMENTED MSHD BW2574 BW2574 STATION DESCRIPTION BW2574 BW2574'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 BW2574'2.0 MI (3.2 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF BW2574'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO BW2574'AN ANGLING SIDE ROAD ON THE LEFT, CONTINUE NORTH ON HIGHWAY 61 FOR BW2574'0.05 MI (0.08 KM) TO THE MARK ON THE LEFT, 180.0 FT (54.9 M) WEST OF BW2574'THE CENTER OF HIGHWAY 61, 175 FT (53.3 M) SOUTH OF THE CENTER OF BW2574'FEADLEY ROAD AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE BW2574'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AA9098 *********************************************************************** AA9098 DESIGNATION - 61 V 82 RESET AA9098 PID - AA9098 AA9098 STATE/COUNTY- MS/CLAIBORNE AA9098 USGS QUAD - WILLOWS (1973) AA9098 AA9098 *CURRENT SURVEY CONTROL AA9098 ___________________________________________________________________ AA9098* NAD 83(1986)- 32 00 00. (N) 090 57 48. (W) SCALED AA9098* NAVD 88 - 32.93 (+/-2cm) 108.0 (feet) VERTCON AA9098 ___________________________________________________________________ AA9098 GEOID HEIGHT- -26.20 (meters) GEOID99 AA9098 AA9098 VERT ORDER - THIRD (See Below) AA9098 AA9098.The horizontal coordinates were scaled from a topographic map and have AA9098.an estimated accuracy of +/- 6 seconds. AA9098 AA9098.The NAVD 88 height was computed by applying the VERTCON shift value to AA9098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA9098.The vertical order pertains to the superseded datum. AA9098 AA9098.The geoid height was determined by GEOID99. AA9098 AA9098; North East Units Estimated Accuracy AA9098;SPC MS W - 277,320. 640,470. MT (+/- 180 meters Scaled) AA9098 AA9098 SUPERSEDED SURVEY CONTROL AA9098 AA9098 NGVD 29 - 32.95 (m) 108.1 (f) RESET 3 AA9098 AA9098.Superseded values are not recommended for survey control. AA9098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA9098.See file dsdata.txt to determine how the superseded data were derived. AA9098 AA9098_MARKER: DR = REFERENCE MARK DISK AA9098_SETTING: 38 = BRIDGE ABUTMENT AA9098_STAMPING: BM 61V 82 RESET 1993 AA9098_MARK LOGO: MSHD AA9098_MAGNETIC: N = NO MAGNETIC MATERIAL AA9098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AA9098+SATELLITE: SATELLITE OBSERVATIONS - 1993 AA9098 AA9098 HISTORY - Date Condition Report By AA9098 HISTORY - 1993 MONUMENTED MSHD AA9098 AA9098 STATION DESCRIPTION AA9098 AA9098'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1993 (CDW) AA9098'0.1 MI (0.2 KM) EAST ALONG ORANGE STREET, FROM THE P.O. IN PORT GIBSON AA9098'TO THE INTERSECTION OF U.S. HIGHWAY 61, THENCE 3.0 MI (4.8 KM) NORTH AA9098'ALONG U.S. HIGHWAY 61 TO THE NORTHWEST END OF NORTH BOUND BRIDGE OVER AA9098'BAYOU PIERRE AND THE MARK. SET IN THE NORTHWEST END OF NORTH ABUTMENT AA9098'OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3333 *********************************************************************** CP3333 DESIGNATION - 61 V 83 RESET CP3333 PID - CP3333 CP3333 STATE/COUNTY- MS/CLAIBORNE CP3333 USGS QUAD - WILLOWS (1973) CP3333 CP3333 *CURRENT SURVEY CONTROL CP3333 ___________________________________________________________________ CP3333* NAD 83(1986)- 32 01 43. (N) 090 56 50. (W) SCALED CP3333* NAVD 88 - 73.29 (+/-2cm) 240.5 (feet) VERTCON CP3333 ___________________________________________________________________ CP3333 GEOID HEIGHT- -26.21 (meters) GEOID99 CP3333 CP3333 VERT ORDER - THIRD (See Below) CP3333 CP3333.The horizontal coordinates were scaled from a topographic map and have CP3333.an estimated accuracy of +/- 6 seconds. CP3333 CP3333.The NAVD 88 height was computed by applying the VERTCON shift value to CP3333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3333.The vertical order pertains to the superseded datum. CP3333 CP3333.The geoid height was determined by GEOID99. CP3333 CP3333; North East Units Estimated Accuracy CP3333;SPC MS W - 280,490. 642,010. MT (+/- 180 meters Scaled) CP3333 CP3333 SUPERSEDED SURVEY CONTROL CP3333 CP3333 NGVD 29 - 73.31 (m) 240.5 (f) RESET 3 CP3333 CP3333.Superseded values are not recommended for survey control. CP3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3333.See file dsdata.txt to determine how the superseded data were derived. CP3333 CP3333_MARKER: DV = VERTICAL CONTROL DISK CP3333_SETTING: 31 = APRON CP3333_STAMPING: 61V 83 RESET 1991 CP3333_MARK LOGO: NGS CP3333_MAGNETIC: N = NO MAGNETIC MATERIAL CP3333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3333+SATELLITE: SATELLITE OBSERVATIONS - 1991 CP3333 CP3333 HISTORY - Date Condition Report By CP3333 HISTORY - 1991 MONUMENTED MSHD CP3333 CP3333 STATION DESCRIPTION CP3333 CP3333'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 CP3333'0.10 MI (0.16 KM) EAST ALONG ORANGE STREET FROM THE POST OFFICE IN CP3333'PORT GIBSON, THEN NORTH ALONG U.S. HIGHWAY 61 FOR 5.1 MI (8.2 KM) TO CP3333'A HOUSE AND MARK ON THE RIGHT, 271.5 FT (82.8 M) EAST OF THE CENTER CP3333'OF THE NORTH BOUND LANES OF HIGHWAY 61, 47.9 FT (14.6 M) EAST OF THE CP3333'NORTHEAST CORNER OF HOUSE, 6.0 FT (1.8 M) NORTH NORTHWEST OF THE CP3333'SOUTHWEST CORNER OF METAL SHED, 3.0 FT (0.9 M) WEST OF THE WEST END CP3333'OF SHED AND SET IN DRILL HOLE IN CONCRETE APRON AT FRONT OF OVAL CP3333'ROOFED METAL SHED ON PROPERTY OWNED AND OCCUPIED BY EDGAR CAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3334 *********************************************************************** CP3334 DESIGNATION - 61 V 84 RESET CP3334 PID - CP3334 CP3334 STATE/COUNTY- MS/CLAIBORNE CP3334 USGS QUAD - WILLOWS (1973) CP3334 CP3334 *CURRENT SURVEY CONTROL CP3334 ___________________________________________________________________ CP3334* NAD 83(1986)- 32 02 15. (N) 090 56 26. (W) SCALED CP3334* NAVD 88 - 80.01 (+/-2cm) 262.5 (feet) VERTCON CP3334 ___________________________________________________________________ CP3334 GEOID HEIGHT- -26.22 (meters) GEOID99 CP3334 CP3334 VERT ORDER - THIRD (See Below) CP3334 CP3334.The horizontal coordinates were scaled from a topographic map and have CP3334.an estimated accuracy of +/- 6 seconds. CP3334 CP3334.The NAVD 88 height was computed by applying the VERTCON shift value to CP3334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3334.The vertical order pertains to the superseded datum. CP3334 CP3334.The geoid height was determined by GEOID99. CP3334 CP3334; North East Units Estimated Accuracy CP3334;SPC MS W - 281,470. 642,650. MT (+/- 180 meters Scaled) CP3334 CP3334 SUPERSEDED SURVEY CONTROL CP3334 CP3334 NGVD 29 - 80.03 (m) 262.6 (f) RESET 3 CP3334 CP3334.Superseded values are not recommended for survey control. CP3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3334.See file dsdata.txt to determine how the superseded data were derived. CP3334 CP3334_MARKER: DV = VERTICAL CONTROL DISK CP3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3334_STAMPING: 61V 84 RESET 1990 CP3334_MARK LOGO: NGS CP3334_MAGNETIC: N = NO MAGNETIC MATERIAL CP3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3334+STABILITY: SURFACE MOTION CP3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3334+SATELLITE: SATELLITE OBSERVATIONS - 1990 CP3334 CP3334 HISTORY - Date Condition Report By CP3334 HISTORY - 1990 MONUMENTED MSHD CP3334 CP3334 STATION DESCRIPTION CP3334 CP3334'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 CP3334'3.9 MI (6.3 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP3334'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO A CP3334'CROSSROADS, CONTINUE NORTH ON HIGHWAY 61 FOR 1.95 MI (3.14 KM) TO THE CP3334'MARK ON THE RIGHT, JUST BEFORE REACHING A SIDE ROAD ON THE RIGHT, CP3334'225.0 FT (68.6 M) EAST OF THE CENTERLINE OF HIGHWAY 61, 220.0 FT CP3334'(67.1 M) SOUTH OF WILLOW ROAD, AT BASE OF NORTHWEST GUY WIRE OF TOWER CP3334'AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3335 *********************************************************************** CP3335 DESIGNATION - 61 V 85 RESET CP3335 PID - CP3335 CP3335 STATE/COUNTY- MS/CLAIBORNE CP3335 USGS QUAD - WILLOWS (1973) CP3335 CP3335 *CURRENT SURVEY CONTROL CP3335 ___________________________________________________________________ CP3335* NAD 83(1986)- 32 02 50. (N) 090 56 04. (W) SCALED CP3335* NAVD 88 - 65.17 (+/-2cm) 213.8 (feet) VERTCON CP3335 ___________________________________________________________________ CP3335 GEOID HEIGHT- -26.22 (meters) GEOID99 CP3335 CP3335 VERT ORDER - THIRD (See Below) CP3335 CP3335.The horizontal coordinates were scaled from a topographic map and have CP3335.an estimated accuracy of +/- 6 seconds. CP3335 CP3335.The NAVD 88 height was computed by applying the VERTCON shift value to CP3335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3335.The vertical order pertains to the superseded datum. CP3335 CP3335.The geoid height was determined by GEOID99. CP3335 CP3335; North East Units Estimated Accuracy CP3335;SPC MS W - 282,540. 643,230. MT (+/- 180 meters Scaled) CP3335 CP3335 SUPERSEDED SURVEY CONTROL CP3335 CP3335 NGVD 29 - 65.18 (m) 213.8 (f) RESET 3 CP3335 CP3335.Superseded values are not recommended for survey control. CP3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3335.See file dsdata.txt to determine how the superseded data were derived. CP3335 CP3335_MARKER: DV = VERTICAL CONTROL DISK CP3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3335_STAMPING: 61V 85 RESET 1990 CP3335_MARK LOGO: NGS CP3335_MAGNETIC: N = NO MAGNETIC MATERIAL CP3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3335+STABILITY: SURFACE MOTION CP3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3335+SATELLITE: SATELLITE OBSERVATIONS - 1990 CP3335 CP3335 HISTORY - Date Condition Report By CP3335 HISTORY - 1990 MONUMENTED MSHD CP3335 CP3335 STATION DESCRIPTION CP3335 CP3335'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 CP3335'5.9 MI (9.5 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP3335'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO A CP3335'SIDE ROAD ON THE RIGHT, CONTINUE NORTH ON HIGHWAY 61 FOR 0.9 MI CP3335'(1.4 KM) TO THE MARK ON THE LEFT, 80.0 FT (24.4 M) WEST OF THE CP3335'CENTERLINE OF HIGHWAY 61 AND ABOUT 500.0 FT (152.4 M) SOUTH OF A CP3335'ROADSIDE PARK, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE CP3335'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3336 *********************************************************************** CP3336 DESIGNATION - 61 V 86 RESET CP3336 PID - CP3336 CP3336 STATE/COUNTY- MS/CLAIBORNE CP3336 USGS QUAD - WILLOWS (1973) CP3336 CP3336 *CURRENT SURVEY CONTROL CP3336 ___________________________________________________________________ CP3336* NAD 83(1986)- 32 04 04. (N) 090 55 26. (W) SCALED CP3336* NAVD 88 - 35.20 (+/-2cm) 115.5 (feet) VERTCON CP3336 ___________________________________________________________________ CP3336 GEOID HEIGHT- -26.25 (meters) GEOID99 CP3336 CP3336 VERT ORDER - THIRD (See Below) CP3336 CP3336.The horizontal coordinates were scaled from a topographic map and have CP3336.an estimated accuracy of +/- 6 seconds. CP3336 CP3336.The NAVD 88 height was computed by applying the VERTCON shift value to CP3336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3336.The vertical order pertains to the superseded datum. CP3336 CP3336.The geoid height was determined by GEOID99. CP3336 CP3336; North East Units Estimated Accuracy CP3336;SPC MS W - 284,820. 644,240. MT (+/- 180 meters Scaled) CP3336 CP3336 SUPERSEDED SURVEY CONTROL CP3336 CP3336 NGVD 29 - 35.22 (m) 115.6 (f) RESET 3 CP3336 CP3336.Superseded values are not recommended for survey control. CP3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3336.See file dsdata.txt to determine how the superseded data were derived. CP3336 CP3336_MARKER: DV = VERTICAL CONTROL DISK CP3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3336_STAMPING: 61V 86 RESET 1990 CP3336_MARK LOGO: NGS CP3336_MAGNETIC: N = NO MAGNETIC MATERIAL CP3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3336+STABILITY: SURFACE MOTION CP3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3336+SATELLITE: SATELLITE OBSERVATIONS - 1990 CP3336 CP3336 HISTORY - Date Condition Report By CP3336 HISTORY - 1990 MONUMENTED MSHD CP3336 CP3336 STATION DESCRIPTION CP3336 CP3336'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1990 CP3336'8.2 MI (13.2 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP3336'ORANGE STREET, ONE BLOCK EAST OF THE POST OFFICE IN PORT GIBSON, TO CP3336'AN ANGLING SIDE ROAD AND MARK ON THE RIGHT, 145.0 FT (44.2 M) EAST OF CP3336'THE CENTERLINE OF HIGHWAY 61, 130.0 FT (39.6 M) SOUTH OF THE CENTER CP3336'OF SIDE ROAD, AT THE BASE OF A POWER POLE AND SET IN TOP OF A ROUND CP3336'CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3322 *********************************************************************** CP3322 DESIGNATION - 61 V 87 RESET CP3322 PID - CP3322 CP3322 STATE/COUNTY- MS/CLAIBORNE CP3322 USGS QUAD - WILLOWS (1973) CP3322 CP3322 *CURRENT SURVEY CONTROL CP3322 ___________________________________________________________________ CP3322* NAD 83(1986)- 32 04 48. (N) 090 55 35. (W) SCALED CP3322* NAVD 88 - 32.42 (+/-2cm) 106.4 (feet) VERTCON CP3322 ___________________________________________________________________ CP3322 GEOID HEIGHT- -26.26 (meters) GEOID99 CP3322 CP3322 VERT ORDER - THIRD (See Below) CP3322 CP3322.The horizontal coordinates were scaled from a topographic map and have CP3322.an estimated accuracy of +/- 6 seconds. CP3322 CP3322.The NAVD 88 height was computed by applying the VERTCON shift value to CP3322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3322.The vertical order pertains to the superseded datum. CP3322 CP3322.The geoid height was determined by GEOID99. CP3322 CP3322; North East Units Estimated Accuracy CP3322;SPC MS W - 286,170. 644,010. MT (+/- 180 meters Scaled) CP3322 CP3322 SUPERSEDED SURVEY CONTROL CP3322 CP3322 NGVD 29 - 32.45 (m) 106.5 (f) RESET 3 CP3322 CP3322.Superseded values are not recommended for survey control. CP3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3322.See file dsdata.txt to determine how the superseded data were derived. CP3322 CP3322_MARKER: DB = BENCH MARK DISK CP3322_SETTING: 38 = BRIDGE ABUTMENT CP3322_STAMPING: 61 V 87 RESET 1987 CP3322_MARK LOGO: NGS CP3322_MAGNETIC: N = NO MAGNETIC MATERIAL CP3322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3322 CP3322 HISTORY - Date Condition Report By CP3322 HISTORY - 1987 MONUMENTED NGS CP3322 CP3322 STATION DESCRIPTION CP3322 CP3322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 CP3322'9.3 MI (15.0 KM) NORTHEAST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP3322'ORANGE STREET, 0.1 MI (0.2 KM) EAST OF THE POST OFFICE IN PORT GIBSON CP3322'TO SOUTH END OF EAST CONCRETE BRIDGE OVER BIG BLACK RIVER AND MARK IN CP3322'TOP OF THE SOUTHWEST END OF THE SOUTH ABUTMENT, 21.0 FT (6.4 M) WEST CP3322'OF CENTER OF BRIDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3340 *********************************************************************** CP3340 DESIGNATION - ASH 2 CP3340 PID - CP3340 CP3340 STATE/COUNTY- MS/CLAIBORNE CP3340 USGS QUAD - WILLOWS (1973) CP3340 CP3340 *CURRENT SURVEY CONTROL CP3340 ___________________________________________________________________ CP3340* NAD 83(1986)- 32 01 02. (N) 090 57 06. (W) SCALED CP3340* NAVD 88 - 60.48 (+/-2cm) 198.4 (feet) VERTCON CP3340 ___________________________________________________________________ CP3340 GEOID HEIGHT- -26.20 (meters) GEOID99 CP3340 CP3340 VERT ORDER - THIRD (See Below) CP3340 CP3340.The horizontal coordinates were scaled from a topographic map and have CP3340.an estimated accuracy of +/- 6 seconds. CP3340 CP3340.The NAVD 88 height was computed by applying the VERTCON shift value to CP3340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3340.The vertical order pertains to the superseded datum. CP3340 CP3340.The geoid height was determined by GEOID99. CP3340 CP3340; North East Units Estimated Accuracy CP3340;SPC MS W - 279,230. 641,590. MT (+/- 180 meters Scaled) CP3340 CP3340 SUPERSEDED SURVEY CONTROL CP3340 CP3340 NGVD 29 - 60.50 (m) 198.5 (f) RESET 3 CP3340 CP3340.Superseded values are not recommended for survey control. CP3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3340.See file dsdata.txt to determine how the superseded data were derived. CP3340 CP3340_MARKER: DH = HORIZONTAL CONTROL DISK CP3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3340_STAMPING: ASH 2 1992 CP3340_MARK LOGO: NGS CP3340_PROJECTION: FLUSH CP3340_MAGNETIC: N = NO MAGNETIC MATERIAL CP3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3340+STABILITY: SURFACE MOTION CP3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3340+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1992 CP3340 CP3340 HISTORY - Date Condition Report By CP3340 HISTORY - 1992 MONUMENTED MSHD CP3340 HISTORY - 19920623 GOOD MSHD CP3340 CP3340 STATION DESCRIPTION CP3340 CP3340'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 CP3340'3.9 MI (6.3 KM) NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP3340'ORANGE STREET IN PORT GIBSON, 1 BLOCK EAST OF POST OFFICE, TO THE CP3340'MARK ON THE RIGHT, 132.0 FT (40.2 M) SOUTHEAST OF THE CENTER OF THE CP3340'NORTH BOUND LANES OF HIGHWAY 61, 79.5 FT (24.2 M) SOUTH SOUTHWEST OF CP3340'A 30-INCH OAK TREE, 67.3 FT (20.5 M) SOUTHWEST OF SOUTHWEST CORNER OF CP3340'HOUSE, 60.0 FT (18.3 M) NORTH NORTHEAST OF CYCLONE FENCE CORNER, 3.0 CP3340'FT (0.9 M) NORTH OF A POWER POLE WITH GUY WIRE, 2.3 FT (0.7 M) SOUTH CP3340'SOUTHWEST OF A METAL WITNESS POST, 1.5 FT (0.5 M) SOUTHEAST OF A CP3340'CARSONITE WITNESS POST AND SET IN TOP OF A ROUND CONCRETE POST, FLUSH CP3340'WITH THE GROUND. CP3340 CP3340 STATION RECOVERY (1992) CP3340 CP3340'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR) CP3340'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH NORTHEAST OF PORT CP3340'GIBSON, 1.5 MI (2.4 KM) NORTH OF BRIDGE OVER BAYOU PIERRE, ON HIGHWAY CP3340'RIGHT OF WAY. CP3340'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET CP3340'FOR 0.1 MI (0.2 KM) TO JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO CP3340'NORTH ON U.S. HIGHWAY 61 FOR 3.9 MI (6.3 KM) TO THE JUNCTION OF STATE CP3340'HIGHWAY 462, CONTINUE NORTHERLY ON U.S. HIGHWAY 61 FOR 0.35 MI (0.56 CP3340'KM) TO THE MARK ON THE RIGHT. CP3340'STATION MARKS ARE STANDARD NGS DISKS STAMPED---ASH 2 1992---SURFACE CP3340'MARK IS A ROUND CONCRETE POST, SET FLUSH WITH THE GROUND. IT IS 132.0 CP3340'FT (40.2 M) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF CP3340'HIGHWAY 61, 79.5 FT (24.2 M) SOUTH SOUTHWEST OF A 30-INCH OAK TREE, CP3340'67.3 FT (20.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 60.0 FT CP3340'(18.3 M) NORTH NORTHEAST OF A CYCLONE FENCE CORNER, 3.0 FT (0.9 M) CP3340'NORTH OF A POWER POLE WITH GUY WIRE, 2.3 FT (0.7 M) SOUTH SOUTHWEST OF CP3340'A METAL WITNESS POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE CP3340'WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3341 *********************************************************************** CP3341 DESIGNATION - BLACK 2 CP3341 PID - CP3341 CP3341 STATE/COUNTY- MS/CLAIBORNE CP3341 USGS QUAD - WILLOWS (1973) CP3341 CP3341 *CURRENT SURVEY CONTROL CP3341 ___________________________________________________________________ CP3341* NAD 83(1986)- 32 03 25. (N) 090 55 33. (W) SCALED CP3341* NAVD 88 - 70.81 (+/-2cm) 232.3 (feet) VERTCON CP3341 ___________________________________________________________________ CP3341 GEOID HEIGHT- -26.23 (meters) GEOID99 CP3341 CP3341 VERT ORDER - THIRD (See Below) CP3341 CP3341.The horizontal coordinates were scaled from a topographic map and have CP3341.an estimated accuracy of +/- 6 seconds. CP3341 CP3341.The NAVD 88 height was computed by applying the VERTCON shift value to CP3341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3341.The vertical order pertains to the superseded datum. CP3341 CP3341.The geoid height was determined by GEOID99. CP3341 CP3341; North East Units Estimated Accuracy CP3341;SPC MS W - 283,620. 644,050. MT (+/- 180 meters Scaled) CP3341 CP3341 SUPERSEDED SURVEY CONTROL CP3341 CP3341 NGVD 29 - 70.83 (m) 232.4 (f) RESET 3 CP3341 CP3341.Superseded values are not recommended for survey control. CP3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3341.See file dsdata.txt to determine how the superseded data were derived. CP3341 CP3341_MARKER: DH = HORIZONTAL CONTROL DISK CP3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3341_STAMPING: BLACK 2 1992 CP3341_MARK LOGO: NGS CP3341_PROJECTION: FLUSH CP3341_MAGNETIC: N = NO MAGNETIC MATERIAL CP3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3341+STABILITY: SURFACE MOTION CP3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3341+SATELLITE: SATELLITE OBSERVATIONS - 1992 CP3341 CP3341 HISTORY - Date Condition Report By CP3341 HISTORY - 1992 MONUMENTED MSHD CP3341 HISTORY - 19921013 GOOD MSHD CP3341 CP3341 STATION DESCRIPTION CP3341 CP3341'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 CP3341'0.1 MI (0.2 KM) EAST ALONG ORANGE STREET FROM THE POST OFFICE IN PORT CP3341'GIBSON, TO JUNCTION OF HIGHWAY 61, THEN NORTH ALONG U.S. HIGHWAY 61 CP3341'FOR 7.4 MI (11.9 KM) TO MARK ON THE RIGHT. 149.5 FT (45.6 M) CP3341'SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 61, 52.0 CP3341'FT (15.8 M) SOUTH SOUTHWEST OF THE CENTER OF GRAVEL ROAD, 18.0 FT CP3341'(5.5 M) NORTHWEST OF GUYWIRE ANCHOR FOR POWER POLE, 3.0 FT (0.9 M) CP3341'NORTH NORTHEAST OF POWER POLE, 1.8 FT (0.5 M) SOUTHWEST OF A STEEL CP3341'GUARD POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST. CP3341 CP3341 STATION RECOVERY (1992) CP3341 CP3341'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1992 (DDR) CP3341'THE STATION IS LOCATED 7.7 MI (12.4 KM) NORTHEAST OF PORT GIBSON, 2.3 CP3341'MI (3.7 KM) NORTHWEST OF WILLOWS, 1.8 MI (2.9 KM) SOUTH OF THE BIG CP3341'BLACK RIVER, ON HIGHWAY RIGHT OF WAY. CP3341'TO REACH FROM THE POST OFFICE IN PORT GIBSON, GO EAST ON ORANGE STREET CP3341'FOR O.1 MI TO THE JUNCTION OF U.S. HIGHWAY 61, TURN LEFT AND GO NORTH CP3341'ON HIGHWAY 61 FOR 3.9 MI (6.3 KM) TO A CROSSROAD, CONTINUE NORTH ON CP3341'HIGHWAY 61 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE RIGHT. CP3341'THE STATION IS A STANDARD NGS DISK STAMPED---BLACK 2 1992---SURFACE CP3341'DISK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT CP3341'IS 149.5 FT (45.6 M) SOUTHEAST OF THE CENTER OF THE NORTH BOUND LANES CP3341'OF HIGHWAY 61, 52.0 FT (15.8 M) SOUTH SOUTHWEST OF GRAVEL ROAD, 18.0 CP3341'FT (5.5 M) NORTHWEST OF GUYWIRE ANCHOR FOR POWER POLE, 3.0 FT (0.9 M) CP3341'NORTH NORTHEAST OF POWER POLE, 1.8 FT (0.5 M) SOUTHWEST OF STEEL GUARD CP3341'POST AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.