1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0859 *********************************************************************** CP0859 DESIGNATION - 20 V 20 CP0859 PID - CP0859 CP0859 STATE/COUNTY- MS/WARREN CP0859 USGS QUAD - VICKSBURG EAST (1962) CP0859 CP0859 *CURRENT SURVEY CONTROL CP0859 ___________________________________________________________________ CP0859* NAD 83(1986)- 32 19 50. (N) 090 51 40. (W) SCALED CP0859* NAVD 88 - 68.34 (+/-2cm) 224.2 (feet) VERTCON CP0859 ___________________________________________________________________ CP0859 GEOID HEIGHT- -26.54 (meters) GEOID03 CP0859 CP0859 VERT ORDER - SECOND CLASS 0 (See Below) CP0859 CP0859.The horizontal coordinates were scaled from a topographic map and have CP0859.an estimated accuracy of +/- 6 seconds. CP0859 CP0859.The NAVD 88 height was computed by applying the VERTCON shift value to CP0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0859.The vertical order pertains to the NGVD 29 superseded value. CP0859 CP0859.The geoid height was determined by GEOID03. CP0859 CP0859; North East Units Estimated Accuracy CP0859;SPC MS W - 313,930. 650,310. MT (+/- 180 meters Scaled) CP0859 CP0859 SUPERSEDED SURVEY CONTROL CP0859 CP0859 NGVD 29 (??/??/92) 68.389 (m) 224.37 (f) ADJ UNCH 2 0 CP0859 CP0859.Superseded values are not recommended for survey control. CP0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0859.See file dsdata.txt to determine how the superseded data were derived. CP0859 CP0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR013790(NAD 83) CP0859_MARKER: DB = BENCH MARK DISK CP0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0859_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0859_STAMPING: 20V 20 1963 CP0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0859+STABILITY: SURFACE MOTION CP0859 CP0859 HISTORY - Date Condition Report By CP0859 HISTORY - 1963 MONUMENTED MSHD CP0859 HISTORY - 1967 GOOD MSHD CP0859 HISTORY - 1968 GOOD NGS CP0859 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0859 CP0859 STATION DESCRIPTION CP0859 CP0859'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0859'1.8 MI SE FROM VICKSBURG. CP0859'THE MARK IS LOCATED APPROXIMATELY 1.8 MILES SOUTHEAST OF VICKSBURG IN CP0859'THE NORTHWEST ANGLE OF THE CROSSING OF INDIANA AVENUE WITH INTERSTATE CP0859'20 AND 1.2 MILES NORTHEAST OF A STREET OVERPASS. TO REACH FROM THE CP0859'U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE STREETS IN CP0859'VICKSBURG, GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO THE CP0859'INTERSECTION OF CLAY STREET. TURN RIGHT (NORTHEAST) AND CONTINUE ON CP0859'CLAY STREET FOR 2.1 MILES TO AN EXIT RAMP LEADING TO THE WEST BOUND CP0859'LANE OF INTERSTATE 20 ON THE RIGHT. TURN RIGHT (SOUTHWEST) AND CP0859'CONTINUE ON INTERSTATE 20 FOR 1.25 MILES TO THE CROSSING OF INDIANA CP0859'AVENUE AND THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP CP0859'OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND, AND 15 FEET CP0859'ABOVE THE LEVEL OF THE HIGHWAY. IT IS 224 FEET WEST OF THE CENTER OF CP0859'THE INTERSECTION OF INDIANA AVENUE AND INTERSTATE 20, 121.3 FEET CP0859'NORTHWEST OF THE COUNTRY CLUB SIGN, 115 FEET EAST NORTHEAST OF THE CP0859'CENTER OF THE INTERSECTION OF ROSE STREET AND INDIANA AVENUE, 108 FEET CP0859'NORTHWEST OF A POWER POLE WITH WIRES LEADING OFF IN SEVERAL CP0859'DIRECTIONS, 93 FEET EAST NORTHEAST OF A CONCRETE POST WITH INDIANA CP0859'AVENUE ON ONE SIDE AND ROSE STREET ON THE OTHER SIDE, 87.5 FEET EAST CP0859'NORTHEAST OF A POWER POLE, 44 FEET EAST NORTHEAST OF A SLOW SIGN, 19 CP0859'FEET NORTH CENTER OF INDIANA AVENUE, 5 FEET EAST OF A 10 INCH ASH, 2.5 CP0859'FEET WEST OF A 10 INCH ELM AND 2 FEET EAST NORTHEAST OF A METAL CP0859'WITNESS POST. CP0859 CP0859 STATION RECOVERY (1968) CP0859 CP0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CP0859'RECOVERED IN GOOD CONDITION. CP0859 CP0859 STATION RECOVERY (2005) CP0859 CP0859'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0859'ROSE STREET NO LONGER EXISTS. THE EXITS APPEAR TO BE ON TOP OF WHAT CP0859'WAS ROSE ST. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0857 *********************************************************************** CP0857 HT_MOD - This is a Height Modernization Survey Station. CP0857 DESIGNATION - 20 V 22 CP0857 PID - CP0857 CP0857 STATE/COUNTY- MS/WARREN CP0857 USGS QUAD - VICKSBURG EAST (1962) CP0857 CP0857 *CURRENT SURVEY CONTROL CP0857 ___________________________________________________________________ CP0857* NAD 83(1993)- 32 20 53.28976(N) 090 49 57.52133(W) ADJUSTED CP0857* NAVD 88 - 77.56 (meters) 254.5 (feet) GPS OBS CP0857 ___________________________________________________________________ CP0857 X - -78,378.353 (meters) COMP CP0857 Y - -5,392,975.066 (meters) COMP CP0857 Z - 3,393,135.077 (meters) COMP CP0857 LAPLACE CORR- 0.08 (seconds) DEFLEC99 CP0857 ELLIP HEIGHT- 51.03 (meters) (06/28/04) GPS OBS CP0857 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0857 DYNAMIC HT - 77.47 (meters) 254.2 (feet) COMP CP0857 MODELED GRAV- 979,477.1 (mgal) NAVD 88 CP0857 CP0857 HORZ ORDER - B CP0857 VERT ORDER - FIRST CLASS II (See Below) CP0857 ELLP ORDER - FOURTH CLASS II CP0857 CP0857.The horizontal coordinates were established by GPS observations CP0857.and adjusted by the National Geodetic Survey in June 2004. CP0857 CP0857.The orthometric height was determined by GPS observations and a CP0857.high-resolution geoid model using precise GPS observation and CP0857.processing techniques. It supersedes the leveled height previously CP0857.determined for this station. CP0857.The vertical order pertains to the first NAVD 88 superseded value. CP0857 CP0857.The X, Y, and Z were computed from the position and the ellipsoidal ht. CP0857 CP0857.The Laplace correction was computed from DEFLEC99 derived deflections. CP0857 CP0857.The ellipsoidal height was determined by GPS observations CP0857.and is referenced to NAD 83. CP0857 CP0857.The geoid height was determined by GEOID03. CP0857 CP0857.The dynamic height is computed by dividing the NAVD 88 CP0857.geopotential number by the normal gravity value computed on the CP0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0857.degrees latitude (g = 980.6199 gals.). CP0857 CP0857.The modeled gravity was interpolated from observed gravity values. CP0857 CP0857; North East Units Scale Factor Converg. CP0857;SPC MS W - 315,861.707 652,999.728 MT 0.99997723 -0 16 01.8 CP0857;UTM 15 - 3,581,089.714 703,961.934 MT 1.00011303 +1 09 36.3 CP0857 CP0857! - Elev Factor x Scale Factor = Combined Factor CP0857!SPC MS W - 0.99999199 x 0.99997723 = 0.99996922 CP0857!UTM 15 - 0.99999199 x 1.00011303 = 1.00010502 CP0857 CP0857 SUPERSEDED SURVEY CONTROL CP0857 CP0857 NAVD 88 (07/07/94) 77.563 (m) 254.47 (f) ADJUSTED 1 2 CP0857 NAVD 88 (06/15/91) 77.591 (m) 254.56 (f) UNKNOWN 1 2 CP0857 NGVD 29 (??/??/92) 77.714 (m) 254.97 (f) ADJ UNCH 1 2 CP0857 CP0857.Superseded values are not recommended for survey control. CP0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0857.See file dsdata.txt to determine how the superseded data were derived. CP0857 CP0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0396281090(NAD 83) CP0857_MARKER: DD = SURVEY DISK CP0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0857_SP_SET: CONCRETE POST CP0857_STAMPING: 20 V 22 1963 CP0857_MARK LOGO: MSHD CP0857_MAGNETIC: N = NO MAGNETIC MATERIAL CP0857_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP0857+STABILITY: POSITION/ELEVATION WELL CP0857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0857+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0857 CP0857 HISTORY - Date Condition Report By CP0857 HISTORY - 1963 MONUMENTED MSHD CP0857 HISTORY - 1971 GOOD MSHD CP0857 HISTORY - 19920608 GOOD NGS CP0857 HISTORY - 20040315 GOOD PYBURN CP0857 HISTORY - 20050319 GOOD USPSQD CP0857 CP0857 STATION DESCRIPTION CP0857 CP0857'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0857'2.5 MI E FROM VICKSBURG. CP0857'THE MARK IS LOCATED 5.85 MILES WEST-SOUTHWEST ALONG INTERSTATE 20 FROM CP0857'THE BOVINA OVERPASS, 0.75 MILE NORTHEAST OF THE NORTH LANE OF U.S. CP0857'HIGHWAY 80, 0.25 MILE SOUTHWEST OF THE U.S. HIGHWAY 61 EAST LANE CP0857'OVERPASS AND IS IN THE NORTHEAST 1/4 OF SECTION 22, T 16N, R 4E. IT CP0857'IS 86 FEET EAST OF THE WEST END OF A TRIANGULAR SHAPED ISLAND FORMED CP0857'BY THE EXIT RAMP AND INTERSTATE 20, 27 FEET NORTH OF THE CENTER OF THE CP0857'NORTH LANE OF INTERSTATE 20, 16 FEET SOUTH-SOUTHEAST OF THE CENTER OF CP0857'THE EXIT RAMP AND 2 FEET EAST OF A METAL WITNESS POST. IT IS SET IN CP0857'THE TOP OF A 12-INCH SQUARE CONCRETE POST ABOUT 1 FOOT ABOVE THE LEVEL CP0857'OF THE HIGHWAY AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH THE MARK CP0857'FROM THE BOVINA ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN CP0857'BOVINA, GO WEST ON INTERSTATE 20 FOR 5.6 MILES TO THE U.S. HIGHWAY 61 CP0857'EAST LANE OVERPASS. CONTINUE SOUTHWEST ON INTERSTATE 20 FOR 0.25 MILE CP0857'TO THE MARK ON THE RIGHT. CP0857 CP0857 STATION RECOVERY (1992) CP0857 CP0857'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0857'0.2 KM (0.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0857'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 70.4 M (231.0 FT) CP0857'WEST OF A UTILITY LIGHT POLE, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE CP0857'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) CP0857'SOUTH-SOUTHEAST OF THE CENTER OF A WESTBOUND ON-RAMP, 0.3 M (1.0 FT) CP0857'ABOVE THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE CP0857'GROUND SURFACE. CP0857 CP0857 STATION RECOVERY (2004) CP0857 CP0857'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2004 CP0857'0.2 KM (0.10 MI) WESTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0857'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 70.4 M (231.0 FT) CP0857'WEST OF A UTILITY LIGHT POLE, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE CP0857'OF THE WESTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) SOUTH-SOUTHEAST CP0857'OF THE CENTER OF A WESTBOUND ON-RAMP, 0.3 M (1.0 FT) ABOVE THE LEVEL CP0857'OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. CP0857 CP0857 STATION RECOVERY (2005) CP0857 CP0857'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0857'WITNESS POST MISSING 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0856 *********************************************************************** CP0856 DESIGNATION - 20 V 23 CP0856 PID - CP0856 CP0856 STATE/COUNTY- MS/WARREN CP0856 USGS QUAD - VICKSBURG EAST (1962) CP0856 CP0856 *CURRENT SURVEY CONTROL CP0856 ___________________________________________________________________ CP0856* NAD 83(1986)- 32 20 57. (N) 090 49 01. (W) SCALED CP0856* NAVD 88 - 79.384 (meters) 260.45 (feet) ADJUSTED CP0856 ___________________________________________________________________ CP0856 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0856 DYNAMIC HT - 79.292 (meters) 260.14 (feet) COMP CP0856 MODELED GRAV- 979,476.9 (mgal) NAVD 88 CP0856 CP0856 VERT ORDER - SECOND CLASS 0 CP0856 CP0856.The horizontal coordinates were scaled from a topographic map and have CP0856.an estimated accuracy of +/- 6 seconds. CP0856 CP0856.The orthometric height was determined by differential leveling CP0856.and adjusted by the National Geodetic Survey in June 1991. CP0856 CP0856.The geoid height was determined by GEOID03. CP0856 CP0856.The dynamic height is computed by dividing the NAVD 88 CP0856.geopotential number by the normal gravity value computed on the CP0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0856.degrees latitude (g = 980.6199 gals.). CP0856 CP0856.The modeled gravity was interpolated from observed gravity values. CP0856 CP0856; North East Units Estimated Accuracy CP0856;SPC MS W - 315,970. 654,480. MT (+/- 180 meters Scaled) CP0856 CP0856 SUPERSEDED SURVEY CONTROL CP0856 CP0856 NGVD 29 (??/??/92) 79.448 (m) 260.66 (f) ADJ UNCH 2 0 CP0856 CP0856.Superseded values are not recommended for survey control. CP0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0856.See file dsdata.txt to determine how the superseded data were derived. CP0856 CP0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR054812(NAD 83) CP0856_MARKER: DB = BENCH MARK DISK CP0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0856_STAMPING: 20V-23 1963 CP0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0856+STABILITY: SURFACE MOTION CP0856 CP0856 HISTORY - Date Condition Report By CP0856 HISTORY - 1963 MONUMENTED MSHD CP0856 HISTORY - 1971 GOOD MSHD CP0856 HISTORY - 20050318 MARK NOT FOUND USPSQD CP0856 CP0856 STATION DESCRIPTION CP0856 CP0856'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0856'3.9 MI E FROM VICKSBURG. CP0856'THE MARK IS LOCATED 4.9 MILES WEST ALONG INTERSTATE 20 FROM THE BOVINA CP0856'OVERPASS, 0.95 MILES SOUTHWEST OF AN OVERPASS FOR A COUNTY ROAD, 0.7 CP0856'MILE NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE OVERPASS AND IS IN THE CP0856'NORTHEAST 1/4 OF SECTION 23, T 16N, R 4E. IT IS 128 FEET SOUTHWEST OF CP0856'A GAS FOOD LODGING SECOND RIGHT SIGN, 108 FEET EAST OF A POWER LINE, CP0856'73 FEET SOUTH OF THE CENTER OF THE CENTER OF THE NORTH LANE OF CP0856'INTERSTATE 20, 58 FEET EAST-NORTHEAST OF A 36-INCH OAK AND 2.2 FEET CP0856'SOUTH OF A METAL WITNESS POST. IT IS SET IN THE TOP OF A 12-INCH CP0856'SQUARE CONCRETE POST ABOUT 8 FEET ABOVE THE LEVEL OF THE HIGHWAY AND CP0856'IS FLUSH WITH THE GROUND. NOTE-- TO REACH THE MARK FROM THE BOVINA CP0856'ELEMENTARY SCHOOL JUST NORTH OF INTERSTATE 20 IN BOVINA, GO WEST ON CP0856'INTERSTATE 20 FOR 3.85 MILE TO AN OVERPASS, CONTINUE SOUTHWEST ON CP0856'INTERSTATE 20 FOR 0.95 MILE TO THE MARK ON THE LEFT. CP0856 CP0856 STATION RECOVERY (2005) CP0856 CP0856'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP0856'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3407 *********************************************************************** CP3407 DESIGNATION - 20 V 23 RESET CP3407 PID - CP3407 CP3407 STATE/COUNTY- MS/WARREN CP3407 USGS QUAD - VICKSBURG EAST (1962) CP3407 CP3407 *CURRENT SURVEY CONTROL CP3407 ___________________________________________________________________ CP3407* NAD 83(1986)- 32 21 00. (N) 090 48 52. (W) SCALED CP3407* NAVD 88 - 76.350 (meters) 250.49 (feet) ADJUSTED CP3407 ___________________________________________________________________ CP3407 GEOID HEIGHT- -26.55 (meters) GEOID03 CP3407 DYNAMIC HT - 76.261 (meters) 250.20 (feet) COMP CP3407 MODELED GRAV- 979,477.1 (mgal) NAVD 88 CP3407 CP3407 VERT ORDER - FIRST CLASS II CP3407 CP3407.The horizontal coordinates were scaled from a topographic map and have CP3407.an estimated accuracy of +/- 6 seconds. CP3407 CP3407.The orthometric height was determined by differential leveling CP3407.and adjusted by the National Geodetic Survey in July 1994. CP3407 CP3407.The geoid height was determined by GEOID03. CP3407 CP3407.The dynamic height is computed by dividing the NAVD 88 CP3407.geopotential number by the normal gravity value computed on the CP3407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3407.degrees latitude (g = 980.6199 gals.). CP3407 CP3407.The modeled gravity was interpolated from observed gravity values. CP3407 CP3407; North East Units Estimated Accuracy CP3407;SPC MS W - 316,060. 654,710. MT (+/- 180 meters Scaled) CP3407 CP3407 SUPERSEDED SURVEY CONTROL CP3407 CP3407.No superseded survey control is available for this station. CP3407 CP3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR056813(NAD 83) CP3407_MARKER: DD = SURVEY DISK CP3407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3407_SP_SET: CONCRETE POST CP3407_STAMPING: 20 V 23 RESET 1986 CP3407_MARK LOGO: MSHD CP3407_MAGNETIC: N = NO MAGNETIC MATERIAL CP3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3407+STABILITY: SURFACE MOTION CP3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3407+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP3407 CP3407 HISTORY - Date Condition Report By CP3407 HISTORY - 1986 MONUMENTED MSHD CP3407 HISTORY - 19920610 GOOD NGS CP3407 HISTORY - 20050318 GOOD USPSQD CP3407 CP3407 STATION DESCRIPTION CP3407 CP3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 CP3407'1.4 KM (0.85 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP3407'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), 27.0 M (88.6 FT) CP3407'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 26.8 M CP3407'(87.9 FT) NORTHEAST OF A SIGN (REDUCED SPEED AHEAD), 2.5 M (8.2 FT) CP3407'BELOW THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) SOUTH OF A FENCE, 0.3 M CP3407'(1.0 FT) EAST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE CP3407'GROUND SURFACE. CP3407 CP3407 STATION RECOVERY (2005) CP3407 CP3407'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP3407'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0851 *********************************************************************** CP0851 DESIGNATION - 20 V 24 CP0851 PID - CP0851 CP0851 STATE/COUNTY- MS/WARREN CP0851 USGS QUAD - VICKSBURG EAST (1962) CP0851 CP0851 *CURRENT SURVEY CONTROL CP0851 ___________________________________________________________________ CP0851* NAD 83(1986)- 32 21 08. (N) 090 48 03. (W) SCALED CP0851* NAVD 88 - 99.328 (meters) 325.88 (feet) ADJUSTED CP0851 ___________________________________________________________________ CP0851 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0851 DYNAMIC HT - 99.213 (meters) 325.50 (feet) COMP CP0851 MODELED GRAV- 979,478.2 (mgal) NAVD 88 CP0851 CP0851 VERT ORDER - FIRST CLASS II CP0851 CP0851.The horizontal coordinates were scaled from a topographic map and have CP0851.an estimated accuracy of +/- 6 seconds. CP0851 CP0851.The orthometric height was determined by differential leveling CP0851.and adjusted by the National Geodetic Survey in July 1994. CP0851 CP0851.The geoid height was determined by GEOID03. CP0851 CP0851.The dynamic height is computed by dividing the NAVD 88 CP0851.geopotential number by the normal gravity value computed on the CP0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0851.degrees latitude (g = 980.6199 gals.). CP0851 CP0851.The modeled gravity was interpolated from observed gravity values. CP0851 CP0851; North East Units Estimated Accuracy CP0851;SPC MS W - 316,300. 656,000. MT (+/- 180 meters Scaled) CP0851 CP0851 SUPERSEDED SURVEY CONTROL CP0851 CP0851 NGVD 29 (??/??/92) 99.393 (m) 326.09 (f) ADJ UNCH 1 2 CP0851 CP0851.Superseded values are not recommended for survey control. CP0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0851.See file dsdata.txt to determine how the superseded data were derived. CP0851 CP0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR069816(NAD 83) CP0851_MARKER: DD = SURVEY DISK CP0851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE CP0851_SP_SET: PIER CP0851_STAMPING: 20 V-24 1963 CP0851_MARK LOGO: MSHD CP0851_MAGNETIC: N = NO MAGNETIC MATERIAL CP0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0851+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0851 CP0851 HISTORY - Date Condition Report By CP0851 HISTORY - 1963 MONUMENTED MSHD CP0851 HISTORY - 1967 GOOD MSHD CP0851 HISTORY - 1971 GOOD MSSU CP0851 HISTORY - 19920610 GOOD NGS CP0851 HISTORY - 20050319 GOOD USPSQD CP0851 CP0851 STATION DESCRIPTION CP0851 CP0851'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0851'3.95 MI W FROM BOVINA. CP0851'THE MARK IS LOCATED 3.95 MILES WEST ALONG INTERSTATE 20 FROM THE CP0851'BOVINA OVERPASS 1.65 MILES NORTHEAST OF THE U.S. HIGHWAY 61 EAST LANE CP0851'OVERPASS, SET VERTICALLY IN THE EAST FACE OF THE SOUTHEAST 3 X 4 FT. CP0851'OVERPASS SUPPORT AND IS IN THE NORTHEAST 1/4 OF SECTION 24, T 16N, R CP0851'4E. TO REACH FROM THE BOVINA ELEMENTARY SCHOOL JUST NORTH OF CP0851'INTERSTATE 20 IN BOVINA, GO WEST ON INTERSTATE FOR 3.85 MILES TO AN CP0851'OVERPASS AND THE MARK ON THE LEFT. THE MARK IS A DISK SET IN CEMENT CP0851'IN A DRILLED HOLE. IT IS 30 FEET SOUTH OF THE CENTER OF THE NORTH CP0851'LANE OF INTERSTATE 20 AND IS 3 FEET ABOVE THE GROUND. CP0851 CP0851 STATION RECOVERY (1971) CP0851 CP0851'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1971 CP0851'RECOVERED IN GOOD CONDITION. CP0851 CP0851 STATION RECOVERY (1992) CP0851 CP0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0851'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0851'JUNCTION OF U.S. HIGHWAY 61 IN VICKSBURG (EXIT 5), SET VERTICALLY IN CP0851'THE EAST FACE OF THE MOST EASTERLY OF 2 CONCRETE COLUMNS OF THE 1ST CP0851'PIER NORTH OF THE SOUTH ABUTMENT OF THE ALBAN MOUNTAIN ROAD OVERPASS CP0851'OF THE WESTBOUND LANES OF THE HIGHWAY, 9.2 M (30.2 FT) SOUTH OF THE CP0851'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.5 M (1.6 FT) CP0851'ABOVE THE GROUND SURFACE. CP0851 CP0851 STATION RECOVERY (2005) CP0851 CP0851'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0851'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2713 *********************************************************************** CP2713 DESIGNATION - 377 CP2713 PID - CP2713 CP2713 STATE/COUNTY- MS/WARREN CP2713 USGS QUAD - OAK RIDGE (1972) CP2713 CP2713 *CURRENT SURVEY CONTROL CP2713 ___________________________________________________________________ CP2713* NAD 83(1993)- 32 28 52.89677(N) 090 42 23.91931(W) ADJUSTED CP2713* NAVD 88 - 115. (meters) 377. (feet) SCALED CP2713 ___________________________________________________________________ CP2713 LAPLACE CORR- 0.05 (seconds) DEFLEC99 CP2713 GEOID HEIGHT- -26.57 (meters) GEOID03 CP2713 CP2713 HORZ ORDER - SECOND CP2713 CP2713.The horizontal coordinates were established by classical geodetic methods CP2713.and adjusted by the National Geodetic Survey in May 1994. CP2713 CP2713.The orthometric height was scaled from a topographic map. CP2713 CP2713.The Laplace correction was computed from DEFLEC99 derived deflections. CP2713 CP2713.The geoid height was determined by GEOID03. CP2713 CP2713; North East Units Scale Factor Converg. CP2713;SPC MS W - 330,586.549 664,911.863 MT 0.99996518 -0 12 01.7 CP2713;UTM 15 - 3,596,109.801 715,504.902 MT 1.00017273 +1 13 55.4 CP2713 CP2713! - Elev Factor x Scale Factor = Combined Factor CP2713!SPC MS W - 0.99998613 x 0.99996518 = 0.99995131 CP2713!UTM 15 - 0.99998613 x 1.00017273 = 1.00015885 CP2713 CP2713 SUPERSEDED SURVEY CONTROL CP2713 CP2713 NAD 83(1986)- 32 28 52.90990(N) 090 42 23.91499(W) AD( ) 2 CP2713 NAD 27 - 32 28 52.40040(N) 090 42 23.55000(W) AD( ) 2 CP2713 CP2713.Superseded values are not recommended for survey control. CP2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2713.See file dsdata.txt to determine how the superseded data were derived. CP2713 CP2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1550596110(NAD 83) CP2713_MARKER: DD = SURVEY DISK CP2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2713_SP_SET: TOP OF SQUARE CONCRETE MONUMENT CP2713_STAMPING: 377 1920 CP2713_MARK LOGO: USGS CP2713_PROJECTION: RECESSED 20 CENTIMETERS CP2713_MAGNETIC: N = NO MAGNETIC MATERIAL CP2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2713+STABILITY: SURFACE MOTION CP2713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2713+SATELLITE: SATELLITE OBSERVATIONS - October 21, 1981 CP2713 CP2713 HISTORY - Date Condition Report By CP2713 HISTORY - 1920 MONUMENTED USGS CP2713 HISTORY - 1959 GOOD CGS CP2713 HISTORY - 1967 GOOD MSHD CP2713 HISTORY - 19811001 GOOD MSSU CP2713 HISTORY - 19811021 GOOD NGS CP2713 HISTORY - 20050318 MARK NOT FOUND USPSQD CP2713 CP2713 STATION DESCRIPTION CP2713 CP2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2713'LOCATED ABOUT 10 MILES EAST AND 9 MILES NORTH OF VICKSBURG, CP2713'6 MILES EAST OF REDWOOD, NEAR THE WEST SIDE CENTER OF SECTION CP2713'3, T 17 N, R 5 E, IN THE NORTHEAST ANGLE OF A ROAD FORK, ON CP2713'PROPERTY OWNED AND OCCUPIED BY MR. F.L. AUSTIN. CP2713' CP2713'MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED 377 CP2713'1920. IT IS SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST CP2713'6 INCHES BELOW GROUND SURFACE, 130 FEET EAST-SOUTHEAST OF THE CP2713'CENTER OF THE ROAD FORKS INTERSECTION, 101 FEET SOUTHEAST OF CP2713'THE NORTHEAST-SOUTHWEST ROAD CENTER, 67 FEET WEST-SOUTHWEST CP2713'OF THE WEST CORNER OF A FRAME HOUSE, 42 FEET NORTHEAST OF CP2713'THE NORTHWEST-SOUTHEAST ROAD CENTER, 7.5 FEET NORTHEAST OF CP2713'A PICKETT FENCE CORNERPOST, 3 FEET NORTH OF A 14 INCH OAK CP2713'TREE, 3 FEET NORTHWEST OF A 4 INCH IRON PIPE PROJECTING 6 CP2713'INCHES AND 1 FOOT SOUTHEAST OF A PICKETT FENCE. A CP2713'TRAVERSE CONNECTION WAS MADE TO OAK RIDGE, THE DISTANCE BEING CP2713'62.947 METERS (206.52 FT.). CP2713 CP2713 STATION RECOVERY (1967) CP2713 CP2713'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2713'THE STATION WAS VISITED AND WAS FOUND IN GOOD CONDITON. CP2713' CP2713'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 4, CP2713'T 17N, R 5E, IN THE NORTHEAST ANGLE OF A ROAD FORK, IN A YARD CP2713'IN FRONT OF A WHITE HOUSE APPROXIMATELY 5.7 MILES EAST OF CP2713'REDWOOD, 13.5 MILES NORTHEAST OF VICKSBURG NEAR THE COMMUNITY CP2713'OF OAK RIDGE. A TRAVERSE CONNECTION WAS MADE TO OAK RIDGE. CP2713' CP2713'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO SOUTHWEST CP2713'ON MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION OF CP2713'U.S. HIGHWAY 61. TURN LEFT (SOUTHWEST) AND CONTINUE ON U.S. CP2713'HIGHWAY 61 FOR 0.05 MILE TO A SIDE ROAD LEFT. TURN LEFT CP2713'(SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 4.7 MILES CP2713'TO A T INTERSECTION. TURN LEFT (NORTHEAST) AND CONTINUE ON CP2713'A BLACKTOP ROAD FOR 3.3 MILES TO A FORK AND THE MARK IN THE CP2713'NORTHEAST ANGLE. CP2713' CP2713'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 6 INCH SQUARE, CP2713'CONCRETE POST. CP2713' CP2713'THE STATION DISK IS STAMPED 377 (1920) AND IS 6 INCHES BELOW CP2713'THE GROUND SURFACE. CP2713' CP2713'IT IS 130 FEET EAST SOUTHEAST OF THE CENTER OF THE FORK, 101 CP2713'FEET SOUTHEAST OF THE CENTER OF THE NORTHEAST-SOUTHWEST CP2713'ROAD, 67 FEET WEST SOUTHWEST OF THE WEST CORNER OF THE HOUSE, CP2713'46 FEET SOUTHEAST OF THE CENTER OF THE DRIVEWAY, 42 FEET CP2713'NORTHEAST OF THE NORTHWEST-SOUTHEAST ROAD, 19.5 FEET NORTHEAST CP2713'OF THE WEST END OF A CULVERT ON THE NORTH SIDE OF THE ROAD, CP2713'3 FEET NORTHWEST OF A 4 INCH IRON PIPE AND 2 FEET NORTH OF CP2713'A 24 INCH OAK. CP2713 CP2713 STATION RECOVERY (1981) CP2713 CP2713'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP2713'RECOVERED IN GOOD CONDITION. CP2713 CP2713 STATION RECOVERY (1981) CP2713 CP2713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (DDR) CP2713'MARK IS LOCATED ABOUT 10.0 MI (16.1 KM) EAST AND 9.0 MI (14.5 KM) CP2713'NORTH OF VICKSBURG, 6.0 MI (9.7 KM) EAST OF RED WOOD, NEAR THE CENTER CP2713'OF SECTION 3, T 17 N, R 5 E, ON PROPERTY OF ELBERT REDDITTS OF CP2713'VICKSBURG. CP2713'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY CP2713'61 ON THE EAST SIDE OF VICKSBURG, GO NORTH ON HIGHWAY 61 FOR 1.5 MI CP2713'(2.4 KM) TO A PAVED SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO CP2713'NORTHEAST ON PAVED ROAD FOR 0.15 MI (0.24 KM) TO A T-ROAD, TURN RIGHT CP2713'GO EAST AND NORTHEAST ON CULKIN ROAD FOR 1.5 MI (2.4 KM) TO A FORK AND CP2713'STORE ON RIGHT, TAKE THE LEFT FORK AND GO NORTHEAST ON OAK RIDGE ROAD CP2713'FOR 11.15 MI (17.94 KM) TO A FORK AND MARK AS DESCRIBED. CP2713'B.M. 377 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, CP2713'STAMPED---377 1920---SET IN TOP OF A 6 INCH SQUARE CONCRETE POST, 0.5 CP2713'FT (0.2 M) BELOW THE SURFACE OF THE GROUND. IT IS 39.6 M (129.9 FT) CP2713'SOUTHEAST OF THE CENTER OF ROAD FORKS, 30.8 M (101.0 FT) SOUTH CP2713'SOUTHEAST OF THE CENTER OF PAVED ROAD, 20.4 M (66.9 FT) WEST SOUTHWEST CP2713'OF WEST CORNER OF PORCH OF HOUSE, 12.8 M (42.0 FT) NORTHEAST OF THE CP2713'CENTER OF PAVED ROAD, 0.9 M (3.0 FT) NORTHWEST OF A 4 INCH IRON PIPE CP2713'PROJECTING 6 INCHES AND 0.3 M (1.0 FT) NORTH OF THE BASE OF A 30 INCH CP2713'OAK TREE. CP2713 CP2713 STATION RECOVERY (2005) CP2713 CP2713'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2713'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0828 *********************************************************************** CP0828 DESIGNATION - 61 V 102 CP0828 PID - CP0828 CP0828 STATE/COUNTY- MS/WARREN CP0828 USGS QUAD - VICKSBURG EAST (1962) CP0828 CP0828 *CURRENT SURVEY CONTROL CP0828 ___________________________________________________________________ CP0828* NAD 83(1986)- 32 21 24. (N) 090 49 43. (W) SCALED CP0828* NAVD 88 - 87.262 (meters) 286.29 (feet) ADJUSTED CP0828 ___________________________________________________________________ CP0828 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0828 DYNAMIC HT - 87.161 (meters) 285.96 (feet) COMP CP0828 MODELED GRAV- 979,476.5 (mgal) NAVD 88 CP0828 CP0828 VERT ORDER - SECOND CLASS 0 CP0828 CP0828.The horizontal coordinates were scaled from a topographic map and have CP0828.an estimated accuracy of +/- 6 seconds. CP0828 CP0828.The orthometric height was determined by differential leveling CP0828.and adjusted by the National Geodetic Survey in June 1991. CP0828 CP0828.The geoid height was determined by GEOID03. CP0828 CP0828.The dynamic height is computed by dividing the NAVD 88 CP0828.geopotential number by the normal gravity value computed on the CP0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0828.degrees latitude (g = 980.6199 gals.). CP0828 CP0828.The modeled gravity was interpolated from observed gravity values. CP0828 CP0828; North East Units Estimated Accuracy CP0828;SPC MS W - 316,810. 653,380. MT (+/- 180 meters Scaled) CP0828 CP0828 SUPERSEDED SURVEY CONTROL CP0828 CP0828 NGVD 29 (??/??/92) 87.327 (m) 286.51 (f) ADJ UNCH 2 0 CP0828 CP0828.Superseded values are not recommended for survey control. CP0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0828.See file dsdata.txt to determine how the superseded data were derived. CP0828 CP0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043820(NAD 83) CP0828_MARKER: DD = SURVEY DISK CP0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0828_STAMPING: BM 61V 102 1970 CP0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0828+STABILITY: SURFACE MOTION CP0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0828+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0828 CP0828 HISTORY - Date Condition Report By CP0828 HISTORY - 1970 MONUMENTED MSHD CP0828 HISTORY - 1971 GOOD MSHD CP0828 HISTORY - 20050319 GOOD USPSQD CP0828 CP0828 STATION DESCRIPTION CP0828 CP0828'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0828'3.15 MI NE FROM VICKSBURG. CP0828'THE MARK IS LOCATED 3.15 MILES NORTHEAST OF VICKSBURG IN THE NORTHEAST CP0828'ANGLE OF THE INTERSECTION OF TWO BLACK TOP ROADS ABOUT 0.1 MILE WEST CP0828'OF NEW U.S. HIGHWAY 61. IT IS 107 FEET NORTH OF THE CENTER OF A BLACK CP0828'TOP ROAD, 90 FEET NORTHEAST OF THE CENTER OF A BLACK TOP ROAD, 69 FEET CP0828'NORTH-NORTHEAST OF A POWER POLE WITH A GUY WIRE, 5.5 FEET SOUTHEAST OF CP0828'AN 18-INCH OAK, 1.5 FEET NORTHWEST OF A METAL WITNESS POST. IT IS SET CP0828'IN THE TOP OF A 12-INCH ROUND CONCRETE POST ABOUT 4 FEET BELOW THE CP0828'LEVEL OF THE ROAD PROJECTING 3 INCHES. NOTE-- TO REACH THE MARK FROM CP0828'THE VICKSBURG NATIONAL PARK VISITORS CENTER GO EAST ON U.S. HIGHWAY 80 CP0828'FOR 1.4 MILES TO THE INTERSECTION OF U.S. HIGHWAY 61 AND STATE HIGHWAY CP0828'27. TURN LEFT AND CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 0.9 MILE TO A CP0828'SIDE ROAD LEFT ON THE SOUTH SIDE OF A TRUCK STOP. TURN LEFT AND CP0828'CONTINUE WEST ON A BLACK TOP ROAD FOR 0.1 MILE TO A T INTERSECTION AND CP0828'THE MARK ON THE RIGHT. CP0828 CP0828 STATION RECOVERY (2005) CP0828 CP0828'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0828'WITNESS SIGN MISSING, STEEL POST WAS THERE. MARGINAL SATELLITE CP0828'ACCURACY 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0829 *********************************************************************** CP0829 DESIGNATION - 61 V 103 CP0829 PID - CP0829 CP0829 STATE/COUNTY- MS/WARREN CP0829 USGS QUAD - VICKSBURG EAST (1962) CP0829 CP0829 *CURRENT SURVEY CONTROL CP0829 ___________________________________________________________________ CP0829* NAD 83(1986)- 32 22 13. (N) 090 49 40. (W) SCALED CP0829* NAVD 88 - 109.549 (meters) 359.41 (feet) ADJUSTED CP0829 ___________________________________________________________________ CP0829 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0829 DYNAMIC HT - 109.422 (meters) 359.00 (feet) COMP CP0829 MODELED GRAV- 979,476.3 (mgal) NAVD 88 CP0829 CP0829 VERT ORDER - SECOND CLASS 0 CP0829 CP0829.The horizontal coordinates were scaled from a topographic map and have CP0829.an estimated accuracy of +/- 6 seconds. CP0829 CP0829.The orthometric height was determined by differential leveling CP0829.and adjusted by the National Geodetic Survey in June 1991. CP0829 CP0829.The geoid height was determined by GEOID03. CP0829 CP0829.The dynamic height is computed by dividing the NAVD 88 CP0829.geopotential number by the normal gravity value computed on the CP0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0829.degrees latitude (g = 980.6199 gals.). CP0829 CP0829.The modeled gravity was interpolated from observed gravity values. CP0829 CP0829; North East Units Estimated Accuracy CP0829;SPC MS W - 318,320. 653,470. MT (+/- 180 meters Scaled) CP0829 CP0829 SUPERSEDED SURVEY CONTROL CP0829 CP0829 NGVD 29 (??/??/92) 109.616 (m) 359.63 (f) ADJ UNCH 2 0 CP0829 CP0829.Superseded values are not recommended for survey control. CP0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0829.See file dsdata.txt to determine how the superseded data were derived. CP0829 CP0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043835(NAD 83) CP0829_MARKER: DD = SURVEY DISK CP0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE CP0829_SP_SET: BRIDGE HEADWALL CP0829_STAMPING: BM 61V103 1970 CP0829_MARK LOGO: MSHD CP0829_MAGNETIC: N = NO MAGNETIC MATERIAL CP0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0829+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0829 CP0829 HISTORY - Date Condition Report By CP0829 HISTORY - 1970 MONUMENTED MSHD CP0829 HISTORY - 19991029 GOOD NGS CP0829 HISTORY - 20050319 GOOD USPSQD CP0829 CP0829 STATION DESCRIPTION CP0829 CP0829'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 CP0829'4.90 MI NE FROM VICKSBURG. CP0829'THE MARK IS LOCATED 4.90 MILES NORTHEAST OF VICKSBURG IN THE HEADWALL CP0829'OF THE SOUTHEAST CORNER OF A BRIDGE OVERPASSING U.S. HIGHWAY 61. IT CP0829'IS 16.5 FEET FROM THE CENTER LINE OF A BLACKTOP ROAD, SET IN THE CP0829'HEADWALL OF A BRIDGE. FROM THE U.S. POST OFFICE ON THE CORNER OF CP0829'CRAWFORD AND MONROE STREETS IN VICKSBURG, GO NORTH ON MONROE STREET CP0829'FOR 0.05 MILE TO THE INTERSECTION OF CLAY STREET (BUSINESS U.S. CP0829'HIGHWAY 80) AND MONROE STREET, TURN RIGHT (EAST) ON CLAY STREET, CP0829'CONTINUE 2.15 MILES ON CLAY STREET TO THE INTERSTATE 20 OVERPASS, CP0829'CONTINUE EASTWARD ON CLAY STREET 0.10 MILE TO THE JACKSON EXIT. TAKE CP0829'THE JACKSON EXIT, CONTINUE 0.40 MILE TO INTERSTATE 20, CONTINUE ON CP0829'INTERSTATE 20 EAST 0.33 MILE TO U.S. HIGHWAY 61 (ROLLING FORK EXIT). CP0829'TAKE THE EXIT, CONTINUE 0.45 MILE TO U.S. HIGHWAY 61, CONTINUE ON U.S. CP0829'HIGHWAY 61 NORTHWARD 1.20 MILES TO A BLACKTOP ROAD ON THE RIGHT JUST CP0829'BEFORE CROSSING UNDER AN OVERPASS. TURN RIGHT ON TO THE BLACKTOP ROAD CP0829'AND CONTINUE 0.10 MILE TO THE INTERSECTION OF ANOTHER BLACKTOP ROAD, CP0829'TURN LEFT AND CONTINUE TO A BRIDGE OVERPASSING U.S. HIGHWAY 61 TO THE CP0829'MARK IN THE HEADWALL OF THE SOUTHEAST CORNER OF A BRIDGE. CP0829 CP0829 STATION RECOVERY (1999) CP0829 CP0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP0829'TO REACH THE STATION FROM EXIT 5 OF I-20, DRIVE NORTH ON ROUTE 61 CP0829'1.20 MILES (1.93 KM) TO CULKIN ROAD ON THE RIGHT, JUST BEFORE GOING CP0829'UNDER A VIADUCT. TAKE THE RIGHT HAND EXIT RAMP UP THE INCLINE TO CP0829'CULKIN ROAD. TURN LEFT ON CULKIN ROAD AND PROCEED A SHORT DISTANCE TO CP0829'THE BRIDGE OVER ROUTE 61 AND THE MARK ON THE LEFT, SOUTH, IN THE CP0829'ABUTMENT BEHIND THE GUIDERAIL, AT THE EAST END OF THE BRIDGE. CP0829 CP0829 STATION RECOVERY (2005) CP0829 CP0829'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0829'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0834 *********************************************************************** CP0834 DESIGNATION - 61 V 105 CP0834 PID - CP0834 CP0834 STATE/COUNTY- MS/WARREN CP0834 USGS QUAD - REDWOOD (1962) CP0834 CP0834 *CURRENT SURVEY CONTROL CP0834 ___________________________________________________________________ CP0834* NAD 83(1986)- 32 23 38. (N) 090 49 38. (W) SCALED CP0834* NAVD 88 - 92.418 (meters) 303.21 (feet) ADJUSTED CP0834 ___________________________________________________________________ CP0834 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0834 DYNAMIC HT - 92.311 (meters) 302.86 (feet) COMP CP0834 MODELED GRAV- 979,486.6 (mgal) NAVD 88 CP0834 CP0834 VERT ORDER - SECOND CLASS 0 CP0834 CP0834.The horizontal coordinates were scaled from a topographic map and have CP0834.an estimated accuracy of +/- 6 seconds. CP0834 CP0834.The orthometric height was determined by differential leveling CP0834.and adjusted by the National Geodetic Survey in June 1991. CP0834 CP0834.The geoid height was determined by GEOID03. CP0834 CP0834.The dynamic height is computed by dividing the NAVD 88 CP0834.geopotential number by the normal gravity value computed on the CP0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0834.degrees latitude (g = 980.6199 gals.). CP0834 CP0834.The modeled gravity was interpolated from observed gravity values. CP0834 CP0834; North East Units Estimated Accuracy CP0834;SPC MS W - 320,930. 653,530. MT (+/- 180 meters Scaled) CP0834 CP0834 SUPERSEDED SURVEY CONTROL CP0834 CP0834 NGVD 29 (??/??/92) 92.487 (m) 303.43 (f) ADJ UNCH 2 0 CP0834 CP0834.Superseded values are not recommended for survey control. CP0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0834.See file dsdata.txt to determine how the superseded data were derived. CP0834 CP0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043861(NAD 83) CP0834_MARKER: DD = SURVEY DISK CP0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0834_STAMPING: BM 61V105 1970 CP0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0834+STABILITY: SURFACE MOTION CP0834 CP0834 HISTORY - Date Condition Report By CP0834 HISTORY - 1970 MONUMENTED MSHD CP0834 HISTORY - 19991217 MARK NOT FOUND NGS CP0834 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0834 CP0834 STATION DESCRIPTION CP0834 CP0834'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1970 CP0834'6.40 MI NE FROM VICKSBURG. CP0834'THE MARK IS LOCATED 6.40 MILES NORTHEAST OF VICKSBURG TO THE RIGHT OF CP0834'U.S. HIGHWAY 61 ON THE RIGHT-OF-WAY. IT IS 86 FEET EAST OF THE CENTER CP0834'LINE OF U.S. HIGHWAY 61, 6 FEET WEST OF A BANK, 49 FEET SOUTHEAST OF A CP0834'MANHOLE DRAINAGE, 1.5 FEET NORTH OF A METAL WITNESS POST, SET IN A CP0834'12-INCH ROUND CONCRETE POST, PROJECTING 3 INCHES. NOTE-- TO REACH FROM CP0834'THE U.S. POST OFFICE ON THE CORNER OF CRAWFORD AND MONROE STREETS IN CP0834'VICKSBURG, GO NORTH ON MONROE STREET 0.05 MILE TO THE INTERSECTION OF CP0834'CLAY STREET (BUSINESS U.S 80) AND MONROE STREET, TURN RIGHT (EAST) ON CP0834'CLAY STREET, CONTINUE 2.15 MILES ON CLAY STREET TO WHERE INTERSTATE 20 CP0834'OVERPASSES IT, CONTINUE EASTWARD ON CLAY STREET 0.10 MILE TO THE CP0834'JACKSON EXIT, TAKE THIS EXIT AND CONTINUE 0.40 MILE TO INTERSTATE 20. CP0834'CONTINUE ON INTERSTATE 20 EAST FOR 0.33 MILE TO U.S. HIGHWAY 61 CP0834'(ROLLING FORK EXIT), TAKE THIS EXIT AND CONTINUE 0.45 MILE TO U.S. CP0834'HIGHWAY 61, CONTINUE NORTHWARD ON U.S. HIGHWAY 61 FOR 3.5 MILES TO THE CP0834'MARK ON THE RIGHT. CP0834 CP0834 STATION RECOVERY (1999) CP0834 CP0834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP0834'NOT RECOVERED. CP0834 CP0834 STATION RECOVERY (2005) CP0834 CP0834'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0834'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0581 *********************************************************************** CP0581 DESIGNATION - 61 V 110 CP0581 PID - CP0581 CP0581 STATE/COUNTY- MS/WARREN CP0581 USGS QUAD - REDWOOD (1962) CP0581 CP0581 *CURRENT SURVEY CONTROL CP0581 ___________________________________________________________________ CP0581* NAD 83(1986)- 32 27 26. (N) 090 48 53. (W) SCALED CP0581* NAVD 88 - 63.933 (meters) 209.75 (feet) ADJUSTED CP0581 ___________________________________________________________________ CP0581 GEOID HEIGHT- -26.58 (meters) GEOID03 CP0581 DYNAMIC HT - 63.860 (meters) 209.51 (feet) COMP CP0581 MODELED GRAV- 979,497.0 (mgal) NAVD 88 CP0581 CP0581 VERT ORDER - FIRST CLASS I CP0581 CP0581.The horizontal coordinates were scaled from a topographic map and have CP0581.an estimated accuracy of +/- 6 seconds. CP0581 CP0581.The orthometric height was determined by differential leveling CP0581.and adjusted by the National Geodetic Survey in June 1991. CP0581 CP0581.The geoid height was determined by GEOID03. CP0581 CP0581.The dynamic height is computed by dividing the NAVD 88 CP0581.geopotential number by the normal gravity value computed on the CP0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0581.degrees latitude (g = 980.6199 gals.). CP0581 CP0581.The modeled gravity was interpolated from observed gravity values. CP0581 CP0581; North East Units Estimated Accuracy CP0581;SPC MS W - 327,950. 654,740. MT (+/- 180 meters Scaled) CP0581 CP0581 SUPERSEDED SURVEY CONTROL CP0581 CP0581 NGVD 29 (??/??/92) 63.984 (m) 209.92 (f) ADJ UNCH 1 1 CP0581 CP0581.Superseded values are not recommended for survey control. CP0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0581.See file dsdata.txt to determine how the superseded data were derived. CP0581 CP0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR054932(NAD 83) CP0581_MARKER: DD = SURVEY DISK CP0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0581_SP_SET: CONCRETE POST CP0581_STAMPING: BM 61 V 110 1970 CP0581_MARK LOGO: MSHD CP0581_MAGNETIC: N = NO MAGNETIC MATERIAL CP0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0581+STABILITY: SURFACE MOTION CP0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0581+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992 CP0581 CP0581 HISTORY - Date Condition Report By CP0581 HISTORY - 1970 MONUMENTED MSHD CP0581 HISTORY - 1973 GOOD NGS CP0581 HISTORY - 19920130 GOOD NGS CP0581 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0581 CP0581 STATION DESCRIPTION CP0581 CP0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0581'1.55 MI SW FROM REDWOOD. CP0581'ABOUT 1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0581'STATE HIGHWAY 3 AT REDWOOD, 140 FEET EAST OF THE CENTERLINE OF THE CP0581'HIGHWAY, IN THE SOUTHEAST CORNER OF A ROADSIDE PARK, 30.5 FEET CP0581'SOUTHEAST OF A 30-INCH OAK TREE, 5.8 FEET NORTHWEST OF A 30-INCH OAK CP0581'TREE FORMING A CORNER POST FOR THE SOUTHEAST CORNER OF THE PARK, 6 CP0581'FEET WEST OF A FENCE, 3 FEET NORTH OF AN EAST-WEST FENCE, 1.5 FEET CP0581'SOUTHEAST OF A METAL WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF CP0581'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH. CP0581'SEC 7, T 17N, R 4E. CP0581 CP0581 STATION RECOVERY (1992) CP0581 CP0581'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0581'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0581'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0581'(CLAY STREET) IN VICKSBURG, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG CP0581'U.S. HIGHWAY 61, 43.0 M (141.1 FT) EAST OF THE CENTERLINE OF THE CP0581'NORTHBOUND LANES OF THE HIGHWAY, 35.0 M (114.8 FT) EAST OF THE SOUTH CP0581'END OF A GRAVELED HIGHWAY PULLOUT, 25.0 M (82.0 FT) SOUTH OF A 6 BY CP0581'6-FOOT CONCRETE PAD, 3.2 M (10.5 FT) WEST-NORTHWEST OF A LONE WOODEN CP0581'FENCE POST, 2.3 M (7.5 FT) NORTHWEST OF A 40-INCH OAK TREE, AND THE CP0581'MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE. CP0581 CP0581 STATION RECOVERY (2005) CP0581 CP0581'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0581'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0582 *********************************************************************** CP0582 DESIGNATION - 61 V 111 CP0582 PID - CP0582 CP0582 STATE/COUNTY- MS/WARREN CP0582 USGS QUAD - REDWOOD (1962) CP0582 CP0582 *CURRENT SURVEY CONTROL CP0582 ___________________________________________________________________ CP0582* NAD 83(1986)- 32 28 02. (N) 090 48 38. (W) SCALED CP0582* NAVD 88 - 58.820 (meters) 192.98 (feet) ADJUSTED CP0582 ___________________________________________________________________ CP0582 GEOID HEIGHT- -26.58 (meters) GEOID03 CP0582 DYNAMIC HT - 58.753 (meters) 192.76 (feet) COMP CP0582 MODELED GRAV- 979,497.6 (mgal) NAVD 88 CP0582 CP0582 VERT ORDER - FIRST CLASS II CP0582 CP0582.The horizontal coordinates were scaled from a topographic map and have CP0582.an estimated accuracy of +/- 6 seconds. CP0582 CP0582.The orthometric height was determined by differential leveling CP0582.and adjusted by the National Geodetic Survey in June 1991. CP0582 CP0582.The geoid height was determined by GEOID03. CP0582 CP0582.The dynamic height is computed by dividing the NAVD 88 CP0582.geopotential number by the normal gravity value computed on the CP0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0582.degrees latitude (g = 980.6199 gals.). CP0582 CP0582.The modeled gravity was interpolated from observed gravity values. CP0582 CP0582; North East Units Estimated Accuracy CP0582;SPC MS W - 329,060. 655,140. MT (+/- 180 meters Scaled) CP0582 CP0582 SUPERSEDED SURVEY CONTROL CP0582 CP0582 NGVD 29 (??/??/92) 58.870 (m) 193.14 (f) ADJ UNCH 1 2 CP0582 CP0582.Superseded values are not recommended for survey control. CP0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0582.See file dsdata.txt to determine how the superseded data were derived. CP0582 CP0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR057943(NAD 83) CP0582_MARKER: DD = SURVEY DISK CP0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0582_SP_SET: CONCRETE POST CP0582_STAMPING: 61 V 111 1970 BM CP0582_MARK LOGO: MSHD CP0582_MAGNETIC: N = NO MAGNETIC MATERIAL CP0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0582+STABILITY: SURFACE MOTION CP0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0582+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0582 CP0582 HISTORY - Date Condition Report By CP0582 HISTORY - 1970 MONUMENTED MSHD CP0582 HISTORY - 1973 GOOD NGS CP0582 HISTORY - 19920130 GOOD NGS CP0582 HISTORY - 20050319 GOOD USPSQD CP0582 CP0582 STATION DESCRIPTION CP0582 CP0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0582'0.85 MI SW FROM REDWOOD. CP0582'ABOUT 0.85 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0582'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.3 MILE NORTH OF THE CREST OF THE CP0582'HILL, 43 FEET WEST OF CENTER LINE OF THE HIGHWAY, 18.5 FEET NORTH OF A CP0582'30-INCH OAK TREE, 15 FEET SOUTHWEST OF A 30-INCH OAK TREE, 1.5 FEET CP0582'SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE CP0582'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. SEC CP0582'7, T 17N, R 4E. CP0582 CP0582 STATION RECOVERY (1992) CP0582 CP0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0582'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0582'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0582'(CLAY STREET) IN VICKSBURG, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG CP0582'U.S. HIGHWAY 61, 13.2 M (43.3 FT) WEST OF THE CENTERLINE OF THE CP0582'NORTHBOUND LANES OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH OF A 40-INCH CP0582'OAK TREE, 4.6 M (15.1 FT) SOUTHWEST OF A 40-INCH OAK TREE, 0.9 M CP0582'(3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF CP0582'A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE CP0582'GROUND SURFACE. CP0582 CP0582 STATION RECOVERY (2005) CP0582 CP0582'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0582'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0586 *********************************************************************** CP0586 DESIGNATION - 61 V 112 CP0586 PID - CP0586 CP0586 STATE/COUNTY- MS/WARREN CP0586 USGS QUAD - REDWOOD (1962) CP0586 CP0586 *CURRENT SURVEY CONTROL CP0586 ___________________________________________________________________ CP0586* NAD 83(1986)- 32 28 51. (N) 090 48 19. (W) SCALED CP0586* NAVD 88 - 32.014 (meters) 105.03 (feet) ADJUSTED CP0586 ___________________________________________________________________ CP0586 GEOID HEIGHT- -26.58 (meters) GEOID03 CP0586 DYNAMIC HT - 31.977 (meters) 104.91 (feet) COMP CP0586 MODELED GRAV- 979,498.5 (mgal) NAVD 88 CP0586 CP0586 VERT ORDER - FIRST CLASS II CP0586 CP0586.The horizontal coordinates were scaled from a topographic map and have CP0586.an estimated accuracy of +/- 6 seconds. CP0586 CP0586.The orthometric height was determined by differential leveling CP0586.and adjusted by the National Geodetic Survey in July 1994. CP0586.WARNING-Repeat measurements at this control monument indicate possible CP0586.vertical movement. CP0586 CP0586.The geoid height was determined by GEOID03. CP0586 CP0586.The dynamic height is computed by dividing the NAVD 88 CP0586.geopotential number by the normal gravity value computed on the CP0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0586.degrees latitude (g = 980.6199 gals.). CP0586 CP0586.The modeled gravity was interpolated from observed gravity values. CP0586 CP0586; North East Units Estimated Accuracy CP0586;SPC MS W - 330,570. 655,640. MT (+/- 180 meters Scaled) CP0586 CP0586 SUPERSEDED SURVEY CONTROL CP0586 CP0586 NAVD 88 (06/15/91) 32.051 (m) 105.15 (f) UNKNOWN 1 2 CP0586 NGVD 29 (??/??/92) 32.129 (m) 105.41 (f) ADJ UNCH 1 2 CP0586 CP0586.Superseded values are not recommended for survey control. CP0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0586.See file dsdata.txt to determine how the superseded data were derived. CP0586 CP0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR062958(NAD 83) CP0586_MARKER: DD = SURVEY DISK CP0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0586_SP_SET: CONCRETE POST CP0586_STAMPING: 61 V 112 1970 BM CP0586_MARK LOGO: MSHD CP0586_MAGNETIC: N = NO MAGNETIC MATERIAL CP0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0586+STABILITY: SURFACE MOTION CP0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0586+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0586 CP0586 HISTORY - Date Condition Report By CP0586 HISTORY - 1970 MONUMENTED MSHD CP0586 HISTORY - 1973 GOOD NGS CP0586 HISTORY - 19920203 GOOD NGS CP0586 HISTORY - 20050319 GOOD USPSQD CP0586 CP0586 STATION DESCRIPTION CP0586 CP0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0586'0.15 MI N FROM REDWOOD. CP0586'ABOUT 0.15 MILES NORTH ALONG THE JUNCTION OF STATE HIGHWAY 3 AT CP0586'REDWOOD, 191 FEET WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY 3, 59 CP0586'FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 61, 119 FEET NORTHWEST OF CP0586'THE NORTHWEST CORNER OF THE 76 SERVICE STATION, 2 FEET EAST OF THE CP0586'NORTHEAST CORNER OF A GRANITE BASE OF THE FIELDING L. WRIGHT MEMORIAL CP0586'HIGHWAY MONUMENT, 1.2 FEET SOUTH OF A METAL WITNESS POST AND THE DISK CP0586'IS IN THE TOP OF A CONCRETE POST PROJECTING 1-INCH. SEC 3, T 17N, R CP0586'4E. CP0586 CP0586 STATION RECOVERY (1992) CP0586 CP0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0586'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0586'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0586'(CLAY STREET) IN VICKSBURG, THENCE 6.5 KM (4.05 MI) NORTHERLY ALONG CP0586'U.S. HIGHWAY 61, 36.4 M (119.4 FT) NORTHWEST OF THE NORTHWEST CORNER CP0586'OF THE MILLERS FINA STATION, 18.0 M (59.1 FT) EAST OF THE CENTERLINE CP0586'OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) EAST OF THE CP0586'NORTHEAST CORNER OF THE FOUNDATION OF THE FIELDING L WRIGHT HIGHWAY CP0586'MEMORIAL MONUMENT, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, AND THE CP0586'MONUMENT PROJECTS 0.04 M (0.13 FT) ABOVE THE GROUND SURFACE. CP0586 CP0586 STATION RECOVERY (2005) CP0586 CP0586'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0586'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0588 *********************************************************************** CP0588 DESIGNATION - 61 V 113 CP0588 PID - CP0588 CP0588 STATE/COUNTY- MS/WARREN CP0588 USGS QUAD - REDWOOD (1962) CP0588 CP0588 *CURRENT SURVEY CONTROL CP0588 ___________________________________________________________________ CP0588* NAD 83(1986)- 32 29 44. (N) 090 48 34. (W) SCALED CP0588* NAVD 88 - 33.297 (meters) 109.24 (feet) ADJUSTED CP0588 ___________________________________________________________________ CP0588 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0588 DYNAMIC HT - 33.259 (meters) 109.12 (feet) COMP CP0588 MODELED GRAV- 979,500.7 (mgal) NAVD 88 CP0588 CP0588 VERT ORDER - FIRST CLASS II CP0588 CP0588.The horizontal coordinates were scaled from a topographic map and have CP0588.an estimated accuracy of +/- 6 seconds. CP0588 CP0588.The orthometric height was determined by differential leveling CP0588.and adjusted by the National Geodetic Survey in June 1991. CP0588.WARNING-Repeat measurements at this control monument indicate possible CP0588.vertical movement. CP0588 CP0588.The geoid height was determined by GEOID03. CP0588 CP0588.The dynamic height is computed by dividing the NAVD 88 CP0588.geopotential number by the normal gravity value computed on the CP0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0588.degrees latitude (g = 980.6199 gals.). CP0588 CP0588.The modeled gravity was interpolated from observed gravity values. CP0588 CP0588; North East Units Estimated Accuracy CP0588;SPC MS W - 332,200. 655,260. MT (+/- 180 meters Scaled) CP0588 CP0588 SUPERSEDED SURVEY CONTROL CP0588 CP0588 NGVD 29 (??/??/92) 33.382 (m) 109.52 (f) ADJ UNCH 1 2 CP0588 CP0588.Superseded values are not recommended for survey control. CP0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0588.See file dsdata.txt to determine how the superseded data were derived. CP0588 CP0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR058974(NAD 83) CP0588_MARKER: DD = SURVEY DISK CP0588_SETTING: 37 = SET IN A MASSIVE RETAINING WALL CP0588_SP_SET: RETAINING WALL CP0588_STAMPING: 61 V 113 1970 BM CP0588_MARK LOGO: MSHD CP0588_MAGNETIC: N = NO MAGNETIC MATERIAL CP0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0588+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0588 CP0588 HISTORY - Date Condition Report By CP0588 HISTORY - 1970 MONUMENTED MSHD CP0588 HISTORY - 1973 GOOD NGS CP0588 HISTORY - 19920130 GOOD NGS CP0588 HISTORY - 20050319 GOOD USPSQD CP0588 CP0588 STATION DESCRIPTION CP0588 CP0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0588'1.25 MI NW FROM REDWOOD. CP0588'ABOUT 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0588'STATE HIGHWAY 3 AT REDWOOD TO THE NORTH END OF A LONG CONCRETE STEEL CP0588'GIRDER FOR THE BRIDGE OVER THE YAZOO RIVER, 16.5 FEET EAST OF THE CP0588'CENTERLINE OF THE HIGHWAY, 11.8 FEET NORTH OF THE NORTH END OF EAST CP0588'CONCRETE BANNISTER OF BRIDGE, SET IN THE TOP OF THE NORTH END OF CP0588'CONCRETE FOUNDATION OF ARCHED WING TYPE BANNISTER, AND ABOUT 1 FOOT CP0588'ABOVE LEVEL OF THE HIGHWAY. SEC 34, T 18N, R 4E. CP0588 CP0588 STATION RECOVERY (1992) CP0588 CP0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0588'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0588'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0588'(CLAY STREET) IN VICKSBURG, THENCE 8.1 KM (5.05 MI) NORTHERLY ALONG CP0588'U.S. HIGHWAY 61, NEAR THE NORTH END OF THE EAST CONCRETE RETAINING CP0588'WALL OF THE HIGHWAY BRIDGE SPANNING THE YAZOO RIVER, 5.1 M (16.7 FT) CP0588'EAST OF THE CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHWEST OF A CP0588'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. CP0588 CP0588 STATION RECOVERY (2005) CP0588 CP0588'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0588'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0787 *********************************************************************** CP0787 DESIGNATION - A 56 CP0787 PID - CP0787 CP0787 STATE/COUNTY- MS/WARREN CP0787 USGS QUAD - REDWOOD (1962) CP0787 CP0787 *CURRENT SURVEY CONTROL CP0787 ___________________________________________________________________ CP0787* NAD 83(1986)- 32 29 17. (N) 090 49 04. (W) SCALED CP0787* NAVD 88 - 32.214 (meters) 105.69 (feet) ADJUSTED CP0787 ___________________________________________________________________ CP0787 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0787 DYNAMIC HT - 32.177 (meters) 105.57 (feet) COMP CP0787 MODELED GRAV- 979,500.7 (mgal) NAVD 88 CP0787 CP0787 VERT ORDER - SECOND CLASS 0 CP0787 CP0787.The horizontal coordinates were scaled from a topographic map and have CP0787.an estimated accuracy of +/- 6 seconds. CP0787 CP0787.The orthometric height was determined by differential leveling CP0787.and adjusted by the National Geodetic Survey in June 1991. CP0787 CP0787.The geoid height was determined by GEOID03. CP0787 CP0787.The dynamic height is computed by dividing the NAVD 88 CP0787.geopotential number by the normal gravity value computed on the CP0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0787.degrees latitude (g = 980.6199 gals.). CP0787 CP0787.The modeled gravity was interpolated from observed gravity values. CP0787 CP0787; North East Units Estimated Accuracy CP0787;SPC MS W - 331,370. 654,470. MT (+/- 180 meters Scaled) CP0787 CP0787 SUPERSEDED SURVEY CONTROL CP0787 CP0787 NGVD 29 (??/??/92) 32.295 (m) 105.95 (f) ADJ UNCH 2 0 CP0787 CP0787.Superseded values are not recommended for survey control. CP0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0787.See file dsdata.txt to determine how the superseded data were derived. CP0787 CP0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR050966(NAD 83) CP0787_MARKER: DB = BENCH MARK DISK CP0787_SETTING: 36 = SET IN A MASSIVE STRUCTURE CP0787_SP_SET: BRIDGE CP0787_STAMPING: A 56 1935 CP0787_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0787 CP0787 HISTORY - Date Condition Report By CP0787 HISTORY - 1935 MONUMENTED CGS CP0787 HISTORY - 1973 GOOD NGS CP0787 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0787 CP0787 STATION DESCRIPTION CP0787 CP0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0787'1.0 MI NW FROM REDWOOD. CP0787'1.0 MILE NORTH ALONG THE ABANDONED YAZOO AND MISSISSIPPI VALLEY CP0787'RAILROAD FROM THE STATION AT REDWOOD, WARREN COUNTY, IN THE TOP OF THE CP0787'WEST PIER OF BRIDGE NO. 209 OVER YAZOO RIVER, 12 FEET SOUTH OF THE CP0787'CENTERLINE OF THE OLD ROADBED, AND ABOUT 3 FEET LOWER THAN THE OLD CP0787'ROADBED. A STANDARD DISK, STAMPED A 56 1935. CP0787 CP0787 STATION RECOVERY (2005) CP0787 CP0787'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0787'THE WEST PIER OF THE ABANDONED RR BRIDGE AND PART OF THE BRIDGE IS CP0787'STILL STANDING. THE MARK IS ON TOP OF THE PIER THAT IS APPROXIMATELY CP0787'25 FEET ABOVE THE SURFACE AND COULD NOT BE REACHED SAFELY. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2319 *********************************************************************** CP2319 DESIGNATION - B 339 CP2319 PID - CP2319 CP2319 STATE/COUNTY- MS/WARREN CP2319 USGS QUAD - VICKSBURG WEST (1962) CP2319 CP2319 *CURRENT SURVEY CONTROL CP2319 ___________________________________________________________________ CP2319* NAD 83(1986)- 32 21 09. (N) 090 52 40. (W) SCALED CP2319* NAVD 88 - 74.033 (meters) 242.89 (feet) ADJUSTED CP2319 ___________________________________________________________________ CP2319 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2319 DYNAMIC HT - 73.947 (meters) 242.61 (feet) COMP CP2319 MODELED GRAV- 979,484.7 (mgal) NAVD 88 CP2319 CP2319 VERT ORDER - FIRST CLASS II CP2319 CP2319.The horizontal coordinates were scaled from a topographic map and have CP2319.an estimated accuracy of +/- 6 seconds. CP2319 CP2319.The orthometric height was determined by differential leveling CP2319.and adjusted by the National Geodetic Survey in June 1991. CP2319 CP2319.The geoid height was determined by GEOID03. CP2319 CP2319.The dynamic height is computed by dividing the NAVD 88 CP2319.geopotential number by the normal gravity value computed on the CP2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2319.degrees latitude (g = 980.6199 gals.). CP2319 CP2319.The modeled gravity was interpolated from observed gravity values. CP2319 CP2319; North East Units Estimated Accuracy CP2319;SPC MS W - 316,370. 648,750. MT (+/- 180 meters Scaled) CP2319 CP2319 SUPERSEDED SURVEY CONTROL CP2319 CP2319 NGVD 29 (??/??/??) 74.064 (m) 242.99 (f) ADJUSTED 1 2 CP2319 CP2319.Superseded values are not recommended for survey control. CP2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2319.See file dsdata.txt to determine how the superseded data were derived. CP2319 CP2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR997814(NAD 83) CP2319_MARKER: I = METAL ROD CP2319_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) CP2319_SP_SET: STAINLESS STEEL ROD IN SLEEVE CP2319_STAMPING: B 339 1980 CP2319_MARK LOGO: NGS CP2319_PROJECTION: RECESSED 5 CENTIMETERS CP2319_MAGNETIC: I = MARKER IS A STEEL ROD CP2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP2319+STABILITY: POSITION/ELEVATION WELL CP2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2319+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP2319_ROD/PIPE-DEPTH: 16.5 meters CP2319_SLEEVE-DEPTH : 6.10 meters CP2319 CP2319 HISTORY - Date Condition Report By CP2319 HISTORY - 1980 MONUMENTED NGS CP2319 HISTORY - 1990 GOOD USPSQD CP2319 HISTORY - 19920203 GOOD NGS CP2319 HISTORY - 19920205 GOOD NGS CP2319 HISTORY - 20050318 GOOD USPSQD CP2319 CP2319 STATION DESCRIPTION CP2319 CP2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 CP2319'000 CP2319'THE MARK IS ABOVE LEVEL WITH SIDEWALK. CP2319'IN VICKSBURG, AT THE WARREN COUNTY COURT HOUSE ON CHERRY STREET, SET CP2319'ON THE SOUTH SIDE OF THE METAL FLAGPOLE WITH 2 TIME CAPSULES IN FRONT CP2319'OF IT, 84 FEET SOUTH OF THE CENTER LINE OF JACKSON STREET, 51 FEET CP2319'NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 29.5 FEET EAST CP2319'OF THE EAST CURB OF CHERRY STREET, 3 FEET EAST OF THE EAST EDGE OF CP2319'THE SOUTHERN MOST TIME CAPSULE, AND 3 FEET SOUTH OF THE FLAG POLE. CP2319 CP2319 STATION RECOVERY (1990) CP2319 CP2319'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB) CP2319'RECOVERED IN GOOD CONDITION. CP2319 CP2319 STATION RECOVERY (1992) CP2319 CP2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2319'IN VICKSBURG, AT THE INTERSECTION OF CHERRY AND JACKSON STREETS, 25.9 CP2319'M (85.0 FT) SOUTH OF THE CENTERLINE OF JACKSON STREET, 15.5 M CP2319'(50.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE COURTHOUSE, 14.8 M CP2319'(48.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF CHERRY STREET, 1.0 CP2319'M (3.3 FT) EAST OF THE EAST CORNER OF THE MOST SOUTHERLY OF 2 TIME CP2319'CAPSULE MONUMENTS, AND 1.0 M (3.3 FT) SOUTH OF A FLAG POLE. CP2319'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. CP2319 CP2319 STATION RECOVERY (1992) CP2319 CP2319'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2319'IN VICKSBURG, AT THE INTERSECTION OF CHERRY AND JACKSON STREETS, 25.9 CP2319'M (85.0 FT) SOUTH OF THE CENTERLINE OF JACKSON STREET, 15.5 M CP2319'(50.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A COURTHOUSE, 14.8 M CP2319'(48.6 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF CHERRY STREET, 1.0 CP2319'M (3.3 FT) EAST OF THE EAST EDGE OF THE MOST SOUTHERLY OF 2 TIME CP2319'CAPSULE MONUMENTS, AND 1.0 M (3.3 FT) SOUTH OF A FLAG POLE. CP2319'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. CP2319 CP2319 STATION RECOVERY (2005) CP2319 CP2319'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2319'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0788 *********************************************************************** CP0788 DESIGNATION - B 56 CP0788 PID - CP0788 CP0788 STATE/COUNTY- MS/WARREN CP0788 USGS QUAD - REDWOOD (1962) CP0788 CP0788 *CURRENT SURVEY CONTROL CP0788 ___________________________________________________________________ CP0788* NAD 83(1986)- 32 29 14. (N) 090 48 55. (W) SCALED CP0788* NAVD 88 - 32.209 (meters) 105.67 (feet) ADJUSTED CP0788 ___________________________________________________________________ CP0788 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0788 DYNAMIC HT - 32.173 (meters) 105.55 (feet) COMP CP0788 MODELED GRAV- 979,500.4 (mgal) NAVD 88 CP0788 CP0788 VERT ORDER - SECOND CLASS 0 CP0788 CP0788.The horizontal coordinates were scaled from a topographic map and have CP0788.an estimated accuracy of +/- 6 seconds. CP0788 CP0788.The orthometric height was determined by differential leveling CP0788.and adjusted by the National Geodetic Survey in June 1991. CP0788 CP0788.The geoid height was determined by GEOID03. CP0788 CP0788.The dynamic height is computed by dividing the NAVD 88 CP0788.geopotential number by the normal gravity value computed on the CP0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0788.degrees latitude (g = 980.6199 gals.). CP0788 CP0788.The modeled gravity was interpolated from observed gravity values. CP0788 CP0788; North East Units Estimated Accuracy CP0788;SPC MS W - 331,280. 654,700. MT (+/- 180 meters Scaled) CP0788 CP0788 SUPERSEDED SURVEY CONTROL CP0788 CP0788 NGVD 29 (??/??/92) 32.291 (m) 105.94 (f) ADJ UNCH 2 0 CP0788 CP0788.Superseded values are not recommended for survey control. CP0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0788.See file dsdata.txt to determine how the superseded data were derived. CP0788 CP0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR052965(NAD 83) CP0788_MARKER: DB = BENCH MARK DISK CP0788_SETTING: 36 = SET IN A MASSIVE STRUCTURE CP0788_SP_SET: PIER CP0788_STAMPING: B 56 1935 CP0788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0788 CP0788 HISTORY - Date Condition Report By CP0788 HISTORY - 1935 MONUMENTED CGS CP0788 HISTORY - 1973 GOOD NGS CP0788 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0788 CP0788 STATION DESCRIPTION CP0788 CP0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0788'0.8 MI NW FROM REDWOOD. CP0788'ABOUT 0.8 MILE NORTH ALONG THE ABANDONED YAZOO AND MISSISSIPPI VALLEY CP0788'RAILROAD FROM THE STATION AT REDWOOD, IN THE TOP OF THE NORTH END OF CP0788'THE NORTHEAST STONE PIER OF BRIDGE NO. 209.1 OVER YAZOO RIVER, 12 FEET CP0788'NORTH OF THE CENTERLINE OF THE OLD ROADBED, AND ABOUT 3 FEET LOWER CP0788'THAN THE OLD ROADBED. A STANDARD DISK, STAMPED B 56 1935. CP0788 CP0788 STATION RECOVERY (2005) CP0788 CP0788'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0788'THE NORTH EAST PIER OF THE ABANDONED RR BRIDGE AND PART OF THE BRIDGE CP0788'IS STILL STANDING. THE MARK IS ON TOP OF THE PIER THAT IS CP0788'APPROXIMATELY 25 FEET ABOVE THE SURFACE AND COULD NOT BE REACHED CP0788'SAFELY. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2318 *********************************************************************** CP2318 DESIGNATION - C 339 CP2318 PID - CP2318 CP2318 STATE/COUNTY- MS/WARREN CP2318 USGS QUAD - VICKSBURG WEST (1962) CP2318 CP2318 *CURRENT SURVEY CONTROL CP2318 ___________________________________________________________________ CP2318* NAD 83(1986)- 32 20 45. (N) 090 52 43. (W) SCALED CP2318* NAVD 88 - 72.549 (meters) 238.02 (feet) ADJUSTED CP2318 ___________________________________________________________________ CP2318 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2318 DYNAMIC HT - 72.465 (meters) 237.75 (feet) COMP CP2318 MODELED GRAV- 979,483.9 (mgal) NAVD 88 CP2318 CP2318 VERT ORDER - FIRST CLASS II CP2318 CP2318.The horizontal coordinates were scaled from a topographic map and have CP2318.an estimated accuracy of +/- 6 seconds. CP2318 CP2318.The orthometric height was determined by differential leveling CP2318.and adjusted by the National Geodetic Survey in July 1994. CP2318 CP2318.The geoid height was determined by GEOID03. CP2318 CP2318.The dynamic height is computed by dividing the NAVD 88 CP2318.geopotential number by the normal gravity value computed on the CP2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP2318.degrees latitude (g = 980.6199 gals.). CP2318 CP2318.The modeled gravity was interpolated from observed gravity values. CP2318 CP2318; North East Units Estimated Accuracy CP2318;SPC MS W - 315,630. 648,670. MT (+/- 180 meters Scaled) CP2318 CP2318 SUPERSEDED SURVEY CONTROL CP2318 CP2318 NAVD 88 (06/15/91) 72.547 (m) 238.01 (f) UNKNOWN 1 2 CP2318 NGVD 29 (??/??/??) 72.579 (m) 238.12 (f) ADJUSTED 1 2 CP2318 CP2318.Superseded values are not recommended for survey control. CP2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2318.See file dsdata.txt to determine how the superseded data were derived. CP2318 CP2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR996807(NAD 83) CP2318_MARKER: DV = VERTICAL CONTROL DISK CP2318_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS CP2318_SP_SET: BUILDING CP2318_STAMPING: C 339 1980 CP2318_MARK LOGO: NGS CP2318_MAGNETIC: N = NO MAGNETIC MATERIAL CP2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP2318+STABILITY: POSITION/ELEVATION WELL CP2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2318+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2318 CP2318 HISTORY - Date Condition Report By CP2318 HISTORY - 1980 MONUMENTED NGS CP2318 HISTORY - 1990 GOOD USPSQD CP2318 HISTORY - 19920203 GOOD NGS CP2318 HISTORY - 19920205 GOOD NGS CP2318 HISTORY - 20050319 GOOD USPSQD CP2318 CP2318 STATION DESCRIPTION CP2318 CP2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 CP2318'IN VICKSBURG. CP2318'THE MARK IS 1 FT BELOW PARKING LOT. CP2318'IN VICKSBURG, AT THE FIRST BAPTIST CHURCH, 1607 CHERRY STREET, SET IN CP2318'THE FOUNDATION OF THE BUILDING, EAST OF THE SOUTH ENTRANCE DOOR TO THE CP2318'ENTRANCE TO THE CHAPLE OF THE SOUTH WING OF THE CHURCH, 88 FEET EAST CP2318'OF THE SOUTHWEST CORNER OF THE WING, 16 FEET EAST OF THE CENTER OF THE CP2318'SOUTH ENTRANCE DOOR, 14.3 FEET NORTH OF THE NORTH FACE OF A CONCRETE CP2318'BLOCK RETAINING WALL ON THE SOUTH SIDE OF AN ENTRANCE RAMP LEADING TO CP2318'THE BASEMENT, AND 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE SOUTH WING CP2318'OF THE CHURCH. CP2318 CP2318 STATION RECOVERY (1990) CP2318 CP2318'RECOVERY NOTE BY US POWER SQUADRON 1990 (GGB) CP2318'RECOVERED IN GOOD CONDITION. CP2318 CP2318 STATION RECOVERY (1992) CP2318 CP2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2318'IN VICKSBURG, IN THE SOUTHEAST CONCRETE FOUNDATION OF THE FIRST CP2318'BAPTIST CHURCH AT 1607 CHERRY STREET, 41.4 M (135.8 FT) EAST OF THE CP2318'CENTERLINE OF THE STREET, 14.8 M (48.6 FT) WEST OF THE CENTER OF THE CP2318'ENTRANCE TO THE CHURCH BASEMENT, 5.4 M (17.7 FT) EAST OF THE CENTER CP2318'OF THE ENTRANCE DOOR AT THE SOUTH WING OF THE CHURCH, 4.4 M CP2318'(14.4 FT) NORTH OF THE NORTH FACE OF A RETAINING WALL AT A PARKING CP2318'LOT, 0.2 M (0.7 FT) WEST OF THE EAST END OF THE FOUNDATION, AND 0.2 M CP2318'(0.7 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH. CP2318 CP2318 STATION RECOVERY (1992) CP2318 CP2318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP2318'IN VICKSBURG, IN THE SOUTHEAST CONCRETE FOUNDATION OF THE FIRST CP2318'BAPTIST CHURCH AT 1607 CHERRY STREET, 41.4 M (135.8 FT) EAST OF THE CP2318'CENTERLINE OF THE STREET, 14.8 M (48.6 FT) WEST OF THE CENTER OF THE CP2318'ENTRANCE TO THE CHURCH BASEMENT, 5.4 M (17.7 FT) EAST OF THE CENTER CP2318'OF THE ENTRANCE DOOR AT THE SOUTH WING OF THE CHURCH, 4.4 M CP2318'(14.4 FT) NORTH OF THE NORTH FACE OF A RETAINING WALL AT A PARKING CP2318'LOT, 0.2 M (0.7 FT) WEST OF THE EAST END OF THE FOUNDATION, AND 0.2 M CP2318'(0.7 FT) SOUTH OF THE SOUTH FACE OF THE CHURCH. CP2318 CP2318 STATION RECOVERY (2005) CP2318 CP2318'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP2318'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0547 *********************************************************************** CP0547 DESIGNATION - D 237 CP0547 PID - CP0547 CP0547 STATE/COUNTY- MS/WARREN CP0547 USGS QUAD - VICKSBURG EAST (1962) CP0547 CP0547 *CURRENT SURVEY CONTROL CP0547 ___________________________________________________________________ CP0547* NAD 83(1986)- 32 20 39. (N) 090 51 44. (W) SCALED CP0547* NAVD 88 - 73.722 (meters) 241.87 (feet) ADJUSTED CP0547 ___________________________________________________________________ CP0547 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0547 DYNAMIC HT - 73.637 (meters) 241.59 (feet) COMP CP0547 MODELED GRAV- 979,481.3 (mgal) NAVD 88 CP0547 CP0547 VERT ORDER - FIRST CLASS I CP0547 CP0547.The horizontal coordinates were scaled from a topographic map and have CP0547.an estimated accuracy of +/- 6 seconds. CP0547 CP0547.The orthometric height was determined by differential leveling CP0547.and adjusted by the National Geodetic Survey in June 1991. CP0547 CP0547.The geoid height was determined by GEOID03. CP0547 CP0547.The dynamic height is computed by dividing the NAVD 88 CP0547.geopotential number by the normal gravity value computed on the CP0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0547.degrees latitude (g = 980.6199 gals.). CP0547 CP0547.The modeled gravity was interpolated from observed gravity values. CP0547 CP0547; North East Units Estimated Accuracy CP0547;SPC MS W - 315,440. 650,210. MT (+/- 180 meters Scaled) CP0547 CP0547 SUPERSEDED SURVEY CONTROL CP0547 CP0547 NGVD 29 (??/??/92) 73.775 (m) 242.04 (f) ADJ UNCH 1 1 CP0547 CP0547.Superseded values are not recommended for survey control. CP0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0547.See file dsdata.txt to determine how the superseded data were derived. CP0547 CP0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR011805(NAD 83) CP0547_MARKER: DB = BENCH MARK DISK CP0547_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0547+WITH SETTING: INTO GROUND CP0547_STAMPING: D 237 1973 CP0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0547+STABILITY: SURFACE MOTION CP0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0547+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0547 CP0547 HISTORY - Date Condition Report By CP0547 HISTORY - 1973 MONUMENTED NGS CP0547 HISTORY - 20050319 GOOD USPSQD CP0547 CP0547 STATION DESCRIPTION CP0547 CP0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0547'1.40 MI E FROM VICKSBURG. CP0547'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0547'COURTHOUSE AT VICKSBURG, THENCE 1.0 MILE EAST ALONG THE ILLINOIS CP0547'CENTRAL RAILROAD, AT THE MISSION 66 ROAD OVERPASS, 23.6 FEET SOUTH OF CP0547'THE SOUTH RAIL, 9.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STEEL CP0547'AND CONCRETE PILLAR FOR THE OVERPASS, 0.9 FOOT WEST OF A METAL WITNESS CP0547'POST, ABOUT 3 FEET ABOVE THE LEVEL OF THE RAILS AND ON TOP OF A 6 CP0547'1/2-FOOT LENGTH OF COPPER COATED ROD ATTACHED TO A METAL BASE PLATE. CP0547'THE DISK IS FLUSH WITH THE SURFACE OF THE GROUND AND PROTECTED BY A CP0547'4-INCH IRON PIPE WHICH PROJECTS 4 INCHES. SECTION 21, T 16N, R 3E. CP0547 CP0547 STATION RECOVERY (2005) CP0547 CP0547'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP0547'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3405 *********************************************************************** CP3405 DESIGNATION - E 363 CP3405 PID - CP3405 CP3405 STATE/COUNTY- MS/WARREN CP3405 USGS QUAD - VICKSBURG EAST (1962) CP3405 CP3405 *CURRENT SURVEY CONTROL CP3405 ___________________________________________________________________ CP3405* NAD 83(1986)- 32 20 55. (N) 090 52 11. (W) SCALED CP3405* NAVD 88 - 66.507 (meters) 218.20 (feet) ADJUSTED CP3405 ___________________________________________________________________ CP3405 GEOID HEIGHT- -26.55 (meters) GEOID03 CP3405 DYNAMIC HT - 66.430 (meters) 217.95 (feet) COMP CP3405 MODELED GRAV- 979,483.0 (mgal) NAVD 88 CP3405 CP3405 VERT ORDER - FIRST CLASS II CP3405 CP3405.The horizontal coordinates were scaled from a topographic map and have CP3405.an estimated accuracy of +/- 6 seconds. CP3405 CP3405.The orthometric height was determined by differential leveling CP3405.and adjusted by the National Geodetic Survey in July 1994. CP3405 CP3405.The geoid height was determined by GEOID03. CP3405 CP3405.The dynamic height is computed by dividing the NAVD 88 CP3405.geopotential number by the normal gravity value computed on the CP3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3405.degrees latitude (g = 980.6199 gals.). CP3405 CP3405.The modeled gravity was interpolated from observed gravity values. CP3405 CP3405; North East Units Estimated Accuracy CP3405;SPC MS W - 315,930. 649,510. MT (+/- 180 meters Scaled) CP3405 CP3405 SUPERSEDED SURVEY CONTROL CP3405 CP3405.No superseded survey control is available for this station. CP3405 CP3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR004810(NAD 83) CP3405_MARKER: I = METAL ROD CP3405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) CP3405_SP_SET: STAINLESS STEEL ROD CP3405_STAMPING: E 363 1992 CP3405_MARK LOGO: NGS CP3405_PROJECTION: FLUSH CP3405_MAGNETIC: I = MARKER IS A STEEL ROD CP3405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP3405+STABILITY: POSITION/ELEVATION WELL CP3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3405+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP3405_ROD/PIPE-DEPTH: 22.7 meters CP3405 CP3405 HISTORY - Date Condition Report By CP3405 HISTORY - 1992 MONUMENTED NGS CP3405 HISTORY - 20050318 GOOD USPSQD CP3405 CP3405 STATION DESCRIPTION CP3405 CP3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 CP3405'IN VICKSBURG, AT THE INTERSECTION OF CLAY AND LYNN STREETS, 9.3 M CP3405'(30.5 FT) SOUTH OF THE CENTERLINE OF CLAY STREET. 7.2 M (23.6 FT) CP3405'WEST OF AND LEVEL WITH THE CENTERLINE OF LYNN STREET, 1.5 M (4.9 FT) CP3405'EAST OF A SIGN (KENNETH D NASH DENTIST), 0.5 M (1.6 FT) WEST OF A CP3405'UTILITY LIGHT POLE, AND 0.1 M (0.3 FT) NORTH OF THE NORTH EDGE OF A CP3405'SIDEWALK. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CP3405'CAP. CP3405 CP3405 STATION RECOVERY (2005) CP3405 CP3405'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP3405'KENNETH NASH DENTIST SIGN NO LONGER EXISTS. REPLACED WITH COMPUDOC CP3405'INC SIGN. LYNN STREEN IS NOW NAMED 5TH NORTH STREET. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3406 *********************************************************************** CP3406 DESIGNATION - F 363 CP3406 PID - CP3406 CP3406 STATE/COUNTY- MS/WARREN CP3406 USGS QUAD - VICKSBURG EAST (1962) CP3406 CP3406 *CURRENT SURVEY CONTROL CP3406 ___________________________________________________________________ CP3406* NAD 83(1993)- 32 20 49.32350(N) 090 51 31.88545(W) ADJUSTED CP3406* NAVD 88 - 78.181 (meters) 256.50 (feet) ADJUSTED CP3406 ___________________________________________________________________ CP3406 X - -80,846.566 (meters) COMP CP3406 Y - -5,393,004.515 (meters) COMP CP3406 Z - 3,393,032.182 (meters) COMP CP3406 LAPLACE CORR- 0.29 (seconds) DEFLEC99 CP3406 ELLIP HEIGHT- 51.63 (meters) (06/28/04) GPS OBS CP3406 GEOID HEIGHT- -26.55 (meters) GEOID03 CP3406 DYNAMIC HT - 78.091 (meters) 256.20 (feet) COMP CP3406 MODELED GRAV- 979,481.0 (mgal) NAVD 88 CP3406 CP3406 HORZ ORDER - B CP3406 VERT ORDER - FIRST CLASS II CP3406 ELLP ORDER - FOURTH CLASS II CP3406 CP3406.The horizontal coordinates were established by GPS observations CP3406.and adjusted by the National Geodetic Survey in June 2004. CP3406 CP3406.The orthometric height was determined by differential leveling CP3406.and adjusted by the National Geodetic Survey in July 1994. CP3406 CP3406.The X, Y, and Z were computed from the position and the ellipsoidal ht. CP3406 CP3406.The Laplace correction was computed from DEFLEC99 derived deflections. CP3406 CP3406.The ellipsoidal height was determined by GPS observations CP3406.and is referenced to NAD 83. CP3406 CP3406.The geoid height was determined by GEOID03. CP3406 CP3406.The dynamic height is computed by dividing the NAVD 88 CP3406.geopotential number by the normal gravity value computed on the CP3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3406.degrees latitude (g = 980.6199 gals.). CP3406 CP3406.The modeled gravity was interpolated from observed gravity values. CP3406 CP3406; North East Units Scale Factor Converg. CP3406;SPC MS W - 315,751.344 650,531.735 MT 0.99998017 -0 16 52.3 CP3406;UTM 15 - 3,580,917.892 701,497.140 MT 1.00010070 +1 08 45.6 CP3406 CP3406! - Elev Factor x Scale Factor = Combined Factor CP3406!SPC MS W - 0.99999189 x 0.99998017 = 0.99997206 CP3406!UTM 15 - 0.99999189 x 1.00010070 = 1.00009259 CP3406 CP3406 SUPERSEDED SURVEY CONTROL CP3406 CP3406 NAD 83(1993)- 32 20 49.32350(N) 090 51 31.88545(W) AD( ) 1 CP3406 ELLIP H (11/18/03) 51.63 (m) GP( ) 3 2 CP3406 NAVD 88 (11/18/03) 78.18 (m) 256.5 (f) LEVELING 3 CP3406 CP3406.Superseded values are not recommended for survey control. CP3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3406.See file dsdata.txt to determine how the superseded data were derived. CP3406 CP3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0149780918(NAD 83) CP3406_MARKER: I = METAL ROD CP3406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) CP3406_SP_SET: STAINLESS STEEL ROD CP3406_STAMPING: F 363 1992 CP3406_MARK LOGO: NGS CP3406_PROJECTION: FLUSH CP3406_MAGNETIC: N = NO MAGNETIC MATERIAL CP3406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP3406+STABILITY: POSITION/ELEVATION WELL CP3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3406+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP3406_ROD/PIPE-DEPTH: 19.1 meters CP3406 CP3406 HISTORY - Date Condition Report By CP3406 HISTORY - 1992 MONUMENTED NGS CP3406 HISTORY - 20000215 GOOD MSHD CP3406 HISTORY - 20020620 GOOD PYBURN CP3406 HISTORY - 20040315 GOOD MSHD CP3406 HISTORY - 20050319 GOOD USPSQD CP3406 CP3406 STATION DESCRIPTION CP3406 CP3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 CP3406'IN VICKSBURG, AT THE INTERSECTION OF CLAY AND CLEVELAND STREETS, 16.5 CP3406'M (54.1 FT) EAST OF THE CENTER OF CLEVELAND STREET, 13.9 M (45.6 FT) CP3406'NORTH OF AND LEVEL WITH THE CENTERLINE OF CLAY STREET, 2.6 M (8.5 FT) CP3406'SOUTH OF THE MOST WESTERLY OF THREE FLAGPOLES, AND 1.5 M (4.9 FT) WEST CP3406'OF THE NORTH LEG OF A SIGN (PARK VIEW MEDICAL CENTER). NOTE--ACCESS CP3406'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. CP3406 CP3406 STATION RECOVERY (2000) CP3406 CP3406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 CP3406'RECOVERED IN GOOD CONDITION. CP3406 CP3406 STATION RECOVERY (2002) CP3406 CP3406'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002 CP3406'RECOVERED AS DESCRIBED CP3406'IPYBURN CP3406' CP3406 CP3406 STATION RECOVERY (2004) CP3406 CP3406'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2004 CP3406'RECOVERY NOTE BY PYBURN AND ODOM,INC. 2004 STATION RECOVERED IN GOOD CP3406'CONDITION AS DESCRIBED. CP3406 CP3406 STATION RECOVERY (2005) CP3406 CP3406'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP3406'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2769 *********************************************************************** CP2769 DESIGNATION - GRANGE HALL ATT MW TOWER CP2769 PID - CP2769 CP2769 STATE/COUNTY- MS/WARREN CP2769 USGS QUAD - VICKSBURG EAST (1962) CP2769 CP2769 *CURRENT SURVEY CONTROL CP2769 ___________________________________________________________________ CP2769* NAD 83(1993)- 32 15 40.58807(N) 090 51 11.26005(W) ADJUSTED CP2769* NAVD 88 - CP2769 ___________________________________________________________________ CP2769 LAPLACE CORR- -0.04 (seconds) DEFLEC99 CP2769 GEOID HEIGHT- -26.49 (meters) GEOID03 CP2769 CP2769 HORZ ORDER - THIRD CP2769 CP2769.The horizontal coordinates were established by classical geodetic methods CP2769.and adjusted by the National Geodetic Survey in May 1994. CP2769 CP2769 CP2769.The Laplace correction was computed from DEFLEC99 derived deflections. CP2769 CP2769.The geoid height was determined by GEOID03. CP2769 CP2769; North East Units Scale Factor Converg. CP2769;SPC MS W - 306,238.925 651,024.939 MT 0.99997957 -0 16 38.9 CP2769;UTM 15 - 3,571,419.522 702,226.921 MT 1.00010435 +1 08 46.9 CP2769 CP2769 SUPERSEDED SURVEY CONTROL CP2769 CP2769 NAD 83(1986)- 32 15 40.60134(N) 090 51 11.25606(W) AD( ) 4 CP2769 NAD 27 - 32 15 40.06068(N) 090 51 10.87776(W) AD( ) 3 CP2769 CP2769.Superseded values are not recommended for survey control. CP2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2769.See file dsdata.txt to determine how the superseded data were derived. CP2769 CP2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0222771420(NAD 83) CP2769_MARKER: 45 = MICROWAVE TOWER CP2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2769+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005 CP2769 CP2769 HISTORY - Date Condition Report By CP2769 HISTORY - 1965 FIRST OBSERVED CGS CP2769 HISTORY - 20030721 GOOD USPSQD CP2769 HISTORY - 20050315 GOOD INDIV CP2769 CP2769 STATION DESCRIPTION CP2769 CP2769'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ) CP2769'TOWER IS CONSTRUCTED OF STEEL, HAS 4-STEEL CHANNEL LEGS, CP2769'CONNECTED SECTIONS WHICH ARE PAINTED ORANGE-WHITE, CP2769'ALTERNATELY. TOWER IS ABOUT 300 FEET IN HEIGHT, HAS FOUR LARGE CP2769'VOICE MIRRORS MOUNTED AT THE TOP AND TWO VOICE MIRRORS MOUNTED CP2769'ON THE EAST SIDE AND ABOUT 30 FEET DOWN FROM THE TOP OF THE CP2769'TOWER. CP2769' CP2769'TOWER IS LOCATED 1-3/4 MILES EAST OF THE SMALL COMMUNITY OF CP2769'GRANGE HALL, 6 MILES SOUTH-SOUTHWEST OF VICKSBURG, 1 MILE EAST CP2769'OF A SURFACED ROAD AND ABOUT 300 FEET SOUTH OF A GRAVELED ROAD. CP2769' CP2769'POINT INTERSECTED, WAS A RED LIGHT AT THE TOP OF THE TOWER. CP2769 CP2769 STATION RECOVERY (2003) CP2769 CP2769'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2769'LOCATION IS ON NAILOR ROAD OFF FISHER FERRY ROAD. ACROSS THE ROAD FROM CP2769'A BROWN BRICK HOUSE WITH A WOOD FENCE. JUST EAST OF WEDGEWOOD. CP2769 CP2769 STATION RECOVERY (2005) CP2769 CP2769'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WMK) CP2769'TOWER IS LOCATED ON GRANGE HALL ROAD ACROSS FROM A BROWN/BRICK HOUSE CP2769'WITH A CHAIN LINK FENCE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0567 *********************************************************************** CP0567 DESIGNATION - H 236 CP0567 PID - CP0567 CP0567 STATE/COUNTY- MS/WARREN CP0567 USGS QUAD - VICKSBURG EAST (1962) CP0567 CP0567 *CURRENT SURVEY CONTROL CP0567 ___________________________________________________________________ CP0567* NAD 83(1986)- 32 22 20. (N) 090 52 18. (W) SCALED CP0567* NAVD 88 - 31.557 (meters) 103.53 (feet) ADJUSTED CP0567 ___________________________________________________________________ CP0567 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0567 DYNAMIC HT - 31.521 (meters) 103.42 (feet) COMP CP0567 MODELED GRAV- 979,487.6 (mgal) NAVD 88 CP0567 CP0567 VERT ORDER - FIRST CLASS I CP0567 CP0567.The horizontal coordinates were scaled from a topographic map and have CP0567.an estimated accuracy of +/- 6 seconds. CP0567 CP0567.The orthometric height was determined by differential leveling CP0567.and adjusted by the National Geodetic Survey in June 1991. CP0567 CP0567.The geoid height was determined by GEOID03. CP0567 CP0567.The dynamic height is computed by dividing the NAVD 88 CP0567.geopotential number by the normal gravity value computed on the CP0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0567.degrees latitude (g = 980.6199 gals.). CP0567 CP0567.The modeled gravity was interpolated from observed gravity values. CP0567 CP0567; North East Units Estimated Accuracy CP0567;SPC MS W - 318,550. 649,340. MT (+/- 180 meters Scaled) CP0567 CP0567 SUPERSEDED SURVEY CONTROL CP0567 CP0567 NGVD 29 (??/??/92) 31.613 (m) 103.72 (f) ADJ UNCH 1 1 CP0567 CP0567.Superseded values are not recommended for survey control. CP0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0567.See file dsdata.txt to determine how the superseded data were derived. CP0567 CP0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR002836(NAD 83) CP0567_MARKER: DV = VERTICAL CONTROL DISK CP0567_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0567_SP_SET: COPPER-CLAD STEEL ROD CP0567_STAMPING: H 236 1973 CP0567_MARK LOGO: NGS CP0567_PROJECTION: FLUSH CP0567_MAGNETIC: N = NO MAGNETIC MATERIAL CP0567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0567+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0567_ROD/PIPE-DEPTH: 11.3 meters CP0567 CP0567 HISTORY - Date Condition Report By CP0567 HISTORY - 1973 MONUMENTED NGS CP0567 HISTORY - 19920203 GOOD NGS CP0567 HISTORY - 19991027 GOOD NGS CP0567 HISTORY - 20050319 GOOD USPSQD CP0567 CP0567 STATION DESCRIPTION CP0567 CP0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0567'2.0 MI N FROM VICKSBURG. CP0567'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0567'COURTHOUSE AT VICKSBURG, THENCE 1.85 MILES NORTH ALONG WASHINGTON CP0567'STREET (U.S. HIGHWAY 61, BUSINESS ROUTE), 136 FEET EAST OF THE CP0567'CENTERLINE OF THE HIGHWAY, 100.5 FEET EAST OF THE SOUTHWEST CORNER OF CP0567'A BRICK WALL AROUND THE VICKSBURG NATIONAL CEMETARY, 1 FOOT SOUTH OF CP0567'THE SOUTH FACE OF BRICK BASE OF BRICK WALL, 13.5 FEET EAST OF AN 18 CP0567'INCH CEDAR TREE, 3.4 FEET WEST OF THE WEST STONE PILLAR OF A STONE CP0567'ARCHWAY AND STEEL GATE, ABOUT LEVEL WITH THE HIGHWAY AND SET ON TOP OF CP0567'A COPPER COATED STEEL ROD 1 INCH BELOW THE SURFACE OF THE GROUND AND CP0567'PROTECTED IN A 4 INCH IRON PIPE FLUSH WITH THE GROUND. ROD WAS DRIVEN CP0567'TO REFUSAL AT A DEPTH OF 37 FEET. SECTION 12, T 16N, R 3E. CP0567 CP0567 STATION RECOVERY (1992) CP0567 CP0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0567'2.8 KM (1.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0567'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0567'(CLAY STREET) IN VICKSBURG, 41.6 M (136.5 FT) EAST OF AND LEVEL WITH CP0567'THE HIGHWAY CENTERLINE, 1.1 M (3.6 FT) WEST OF THE WEST FACE OF AN CP0567'ARCHWAY AT THE ENTRANCE TO THE VICKSBURG NATIONAL CEMETERY, 0.3 M CP0567'(1.0 FT) SOUTH OF THE SOUTH FACE OF A STONE WALL, AND 0.2 M (0.7 FT) CP0567'EAST-SOUTHEAST OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A CP0567'4-INCH STEEL PIPE AND IS FLUSH WITH THE GROUND SURFACE. CP0567 CP0567 STATION RECOVERY (1999) CP0567 CP0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP0567'RECOVERED AS DESCRIBED. CP0567 CP0567 STATION RECOVERY (2005) CP0567 CP0567'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0567'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0589 *********************************************************************** CP0589 DESIGNATION - HAYNES BLUFF AZ MK CP0589 PID - CP0589 CP0589 STATE/COUNTY- MS/WARREN CP0589 USGS QUAD - REDWOOD (1962) CP0589 CP0589 *CURRENT SURVEY CONTROL CP0589 ___________________________________________________________________ CP0589* NAD 83(1986)- 32 29 52. (N) 090 48 35. (W) SCALED CP0589* NAVD 88 - 28.865 (meters) 94.70 (feet) ADJUSTED CP0589 ___________________________________________________________________ CP0589 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0589 DYNAMIC HT - 28.833 (meters) 94.60 (feet) COMP CP0589 MODELED GRAV- 979,501.0 (mgal) NAVD 88 CP0589 CP0589 VERT ORDER - FIRST CLASS I CP0589 CP0589.The horizontal coordinates were scaled from a topographic map and have CP0589.an estimated accuracy of +/- 6 seconds. CP0589 CP0589.The orthometric height was determined by differential leveling CP0589.and adjusted by the National Geodetic Survey in June 1991. CP0589 CP0589.The geoid height was determined by GEOID03. CP0589 CP0589.The dynamic height is computed by dividing the NAVD 88 CP0589.geopotential number by the normal gravity value computed on the CP0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0589.degrees latitude (g = 980.6199 gals.). CP0589 CP0589.The modeled gravity was interpolated from observed gravity values. CP0589 CP0589; North East Units Estimated Accuracy CP0589;SPC MS W - 332,450. 655,230. MT (+/- 180 meters Scaled) CP0589 CP0589 SUPERSEDED SURVEY CONTROL CP0589 CP0589 NGVD 29 (??/??/92) 28.913 (m) 94.86 (f) ADJ UNCH 1 1 CP0589 CP0589.Superseded values are not recommended for survey control. CP0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0589.See file dsdata.txt to determine how the superseded data were derived. CP0589 CP0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR057977(NAD 83) CP0589_MARKER: DZ = AZIMUTH MARK DISK CP0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0589_STAMPING: HAYNES BLUFF 1958 CP0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0589+STABILITY: SURFACE MOTION CP0589 CP0589 HISTORY - Date Condition Report By CP0589 HISTORY - 1959 MONUMENTED CGS CP0589 HISTORY - 1973 GOOD NGS CP0589 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0589 CP0589 STATION DESCRIPTION CP0589 CP0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0589'1.35 MI NW FROM REDWOOD. CP0589'ABOUT 1.35 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0589'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.2 MILE SOUTH OF JUNCTION WITH CP0589'STATE HIGHWAY 465, 96 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 0.1 CP0589'MILE NORTH OF THE END OF A CONCRETE BRIDGE OVER THE YAZOO RIVER, 116 CP0589'FEET SOUTHWEST OF A 26-INCH COTTONWOOD TREE, 24 FEET SOUTH OF THE CP0589'CENTERLINE OF A DIRT RAMP LEADING EAST AND DOWN TO A FIELD, AND 1 FOOT CP0589'SOUTHEAST OF A METAL WITNESS POST, 10 FEET BELOW LEVEL OF THE HIGHWAY CP0589'AND IN THE TOP OF A CONCRETE POST PROJECTING 4-INCHES. SEC 33, T 18N, CP0589'R 4E. CP0589 CP0589 STATION RECOVERY (2005) CP0589 CP0589'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP0589'THE FIELD IN THE AREA OF THE MARK IDENTIFIED BY GARMIN 76 WASS GPS HAD CP0589'BEEN RECENTLY PLOWED AND LEVELED. THE WITNESS POST AND MARK COULD CP0589'NOT BE FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0564 *********************************************************************** CP0564 DESIGNATION - J 236 CP0564 PID - CP0564 CP0564 STATE/COUNTY- MS/WARREN CP0564 USGS QUAD - VICKSBURG WEST (1962) CP0564 CP0564 *CURRENT SURVEY CONTROL CP0564 ___________________________________________________________________ CP0564* NAD 83(1986)- 32 21 49. (N) 090 52 34. (W) SCALED CP0564* NAVD 88 - 34.096 (meters) 111.86 (feet) ADJUSTED CP0564 ___________________________________________________________________ CP0564 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0564 DYNAMIC HT - 34.057 (meters) 111.74 (feet) COMP CP0564 MODELED GRAV- 979,486.4 (mgal) NAVD 88 CP0564 CP0564 VERT ORDER - FIRST CLASS I CP0564 CP0564.The horizontal coordinates were scaled from a topographic map and have CP0564.an estimated accuracy of +/- 6 seconds. CP0564 CP0564.The orthometric height was determined by differential leveling CP0564.and adjusted by the National Geodetic Survey in June 1991. CP0564 CP0564.The geoid height was determined by GEOID03. CP0564 CP0564.The dynamic height is computed by dividing the NAVD 88 CP0564.geopotential number by the normal gravity value computed on the CP0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0564.degrees latitude (g = 980.6199 gals.). CP0564 CP0564.The modeled gravity was interpolated from observed gravity values. CP0564 CP0564; North East Units Estimated Accuracy CP0564;SPC MS W - 317,600. 648,920. MT (+/- 180 meters Scaled) CP0564 CP0564 SUPERSEDED SURVEY CONTROL CP0564 CP0564 NGVD 29 (??/??/92) 34.152 (m) 112.05 (f) ADJ UNCH 1 1 CP0564 CP0564.Superseded values are not recommended for survey control. CP0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0564.See file dsdata.txt to determine how the superseded data were derived. CP0564 CP0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR998827(NAD 83) CP0564_MARKER: DV = VERTICAL CONTROL DISK CP0564_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN CP0564+WITH SETTING: PAVEMENT CP0564_SP_SET: LANDING CP0564_STAMPING: J 236 1973 CP0564_MARK LOGO: NGS CP0564_MAGNETIC: N = NO MAGNETIC MATERIAL CP0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0564+STABILITY: SURFACE MOTION CP0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0564+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP0564 CP0564 HISTORY - Date Condition Report By CP0564 HISTORY - 1973 MONUMENTED NGS CP0564 HISTORY - 19920203 GOOD NGS CP0564 HISTORY - 20050318 GOOD USPSQD CP0564 CP0564 STATION DESCRIPTION CP0564 CP0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0564'1.25 MI N FROM VICKSBURG. CP0564'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0564'COURTHOUSE AT VICKSBURG, THENCE 1.1 MILE NORTH ALONG WASHINGTON STREET CP0564'(BUSINESS ROUTE, U.S. HIGHWAY 61), 24 1/2 FEET WEST OF THE CENTERLINE CP0564'OF U.S. HIGHWAY 61, 39.5 FEET SOUTH OF RAILROAD MILEPOST 219, 17 FEET CP0564'EAST OF THE EAST RAIL OF ILLINOIS CENTRAL RAILROAD, SET IN THE TOP CP0564'CENTER OF CONCRETE LANDING AT THE TOP OF 8 CONCRETE STEPS THAT LEAD CP0564'DOWN FROM THE SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE TO THE CP0564'RAILROAD, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND ABOUT 5 CP0564'FEET ABOVE THE LEVEL OF THE TRACK. SECTION 13, T 16N, R 3E. CP0564 CP0564 STATION RECOVERY (1992) CP0564 CP0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0564'1.7 KM (1.05 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0564'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0564'(CLAY STREET) IN VICKSBURG, IN A CONCRETE LANDING AT THE TOP OF A CP0564'STAIRWAY LEADING FROM THE HIGHWAY TO A RAILROAD, 12.0 M (39.4 FT) CP0564'SOUTH OF RAILROAD MILEPOST 219, 7.5 M (24.6 FT) WEST OF THE HIGHWAY CP0564'CENTERLINE, 5.2 M (17.1 FT) EAST OF THE NEAR RAIL, 1.2 M (3.9 FT) CP0564'EAST OF THE WEST EDGE OF THE LANDING, AND 0.3 M (1.0 FT) ABOVE THE CP0564'LEVEL OF THE HIGHWAY. CP0564 CP0564 STATION RECOVERY (2005) CP0564 CP0564'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP0564'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0563 *********************************************************************** CP0563 DESIGNATION - K 236 CP0563 PID - CP0563 CP0563 STATE/COUNTY- MS/WARREN CP0563 USGS QUAD - VICKSBURG WEST (1962) CP0563 CP0563 *CURRENT SURVEY CONTROL CP0563 ___________________________________________________________________ CP0563* NAD 83(1986)- 32 21 23. (N) 090 52 49. (W) SCALED CP0563* NAVD 88 - 31.682 (meters) 103.94 (feet) ADJUSTED CP0563 ___________________________________________________________________ CP0563 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0563 DYNAMIC HT - 31.646 (meters) 103.83 (feet) COMP CP0563 MODELED GRAV- 979,485.6 (mgal) NAVD 88 CP0563 CP0563 VERT ORDER - FIRST CLASS I CP0563 CP0563.The horizontal coordinates were scaled from a topographic map and have CP0563.an estimated accuracy of +/- 6 seconds. CP0563 CP0563.The orthometric height was determined by differential leveling CP0563.and adjusted by the National Geodetic Survey in June 1991. CP0563 CP0563.The geoid height was determined by GEOID03. CP0563 CP0563.The dynamic height is computed by dividing the NAVD 88 CP0563.geopotential number by the normal gravity value computed on the CP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0563.degrees latitude (g = 980.6199 gals.). CP0563 CP0563.The modeled gravity was interpolated from observed gravity values. CP0563 CP0563; North East Units Estimated Accuracy CP0563;SPC MS W - 316,800. 648,520. MT (+/- 180 meters Scaled) CP0563 CP0563 SUPERSEDED SURVEY CONTROL CP0563 CP0563 NGVD 29 (??/??/92) 31.738 (m) 104.13 (f) ADJ UNCH 1 1 CP0563 CP0563.Superseded values are not recommended for survey control. CP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0563.See file dsdata.txt to determine how the superseded data were derived. CP0563 CP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR994819(NAD 83) CP0563_MARKER: DV = VERTICAL CONTROL DISK CP0563_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE CP0563_SP_SET: HEADWALL CP0563_STAMPING: K 236 1973 CP0563_MARK LOGO: NGS CP0563_MAGNETIC: N = NO MAGNETIC MATERIAL CP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0563+STABILITY: SURFACE MOTION CP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0563+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0563 CP0563 HISTORY - Date Condition Report By CP0563 HISTORY - 1973 MONUMENTED NGS CP0563 HISTORY - 19920130 GOOD NGS CP0563 HISTORY - 20030316 GOOD MSSU CP0563 HISTORY - 20050319 GOOD USPSQD CP0563 CP0563 STATION DESCRIPTION CP0563 CP0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0563'0.65 MI N FROM VICKSBURG. CP0563'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0563'COURTHOUSE AT VICKSBURG, THENCE 0.5 MILES NORTH ALONG WASHINGTON CP0563'STREET (BUSINESS ROUTE, U.S. HIGHWAY 61), 0.1 MILE NORTH OF THE CP0563'INTERSECTION OF FIRST EAST STREET AND U.S. HIGHWAY 61, 67 FEET EAST OF CP0563'THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE SOUTHWEST CORNER CP0563'OF THE 76 SERVICE STATION AND STORE, AT A 30 FOOT BY 15 FOOT BOX CP0563'CULVERT AND SMALL SPILLWAY OVER GLASS BAYOU, 2 INCHES WEST OF A CHAIN CP0563'LINK PROTECTIVE FENCE AND SET IN THE TOP OF THE NORTH END OF THE EAST CP0563'CONCRETE HEADWALL, ABOUT 1 FOOT ABOVE LEVEL OF THE HIGHWAY. SECTION CP0563'13, T 16N, R 3E. CP0563 CP0563 STATION RECOVERY (1992) CP0563 CP0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0563'0.7 KM (0.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0563'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0563'(CLAY STREET) IN VICKSBURG, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE CP0563'NORTH END OF THE EAST CONCRETE HEADWALL OF A SMALL BRIDGE SPANNING CP0563'GLASS BAYOU, 20.5 M (67.3 FT) EAST OF THE HIGHWAY CENTERLINE, 7.7 M CP0563'(25.3 FT) SOUTH OF THE SOUTHWEST CORNER OF A FINA SERVICE STATION, CP0563'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. CP0563 CP0563 STATION RECOVERY (2003) CP0563 CP0563'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (RBA) CP0563'RECOVERED IN GOOD CONDITION. CP0563 CP0563 STATION RECOVERY (2005) CP0563 CP0563'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0563'FINA STATION NOW CLOSED. BUILDING USED AS A CONVENIENCE STORE. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0555 *********************************************************************** CP0555 DESIGNATION - L 225 CP0555 PID - CP0555 CP0555 STATE/COUNTY- MS/WARREN CP0555 USGS QUAD - VICKSBURG WEST (1962) CP0555 CP0555 *CURRENT SURVEY CONTROL CP0555 ___________________________________________________________________ CP0555* NAD 83(1986)- 32 20 16. (N) 090 53 22. (W) SCALED CP0555* NAVD 88 - 41.713 (meters) 136.85 (feet) ADJUSTED CP0555 ___________________________________________________________________ CP0555 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0555 DYNAMIC HT - 41.665 (meters) 136.70 (feet) COMP CP0555 MODELED GRAV- 979,484.2 (mgal) NAVD 88 CP0555 CP0555 VERT ORDER - FIRST CLASS I CP0555 CP0555.The horizontal coordinates were scaled from a topographic map and have CP0555.an estimated accuracy of +/- 6 seconds. CP0555 CP0555.The orthometric height was determined by differential leveling CP0555.and adjusted by the National Geodetic Survey in June 1991. CP0555.WARNING-Repeat measurements at this control monument indicate possible CP0555.vertical movement. CP0555 CP0555.The geoid height was determined by GEOID03. CP0555 CP0555.The dynamic height is computed by dividing the NAVD 88 CP0555.geopotential number by the normal gravity value computed on the CP0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0555.degrees latitude (g = 980.6199 gals.). CP0555 CP0555.The modeled gravity was interpolated from observed gravity values. CP0555 CP0555; North East Units Estimated Accuracy CP0555;SPC MS W - 314,740. 647,650. MT (+/- 180 meters Scaled) CP0555 CP0555 SUPERSEDED SURVEY CONTROL CP0555 CP0555 NGVD 29 (??/??/??) 41.743 (m) 136.95 (f) ADJUSTED 1 1 CP0555 CP0555.Superseded values are not recommended for survey control. CP0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0555.See file dsdata.txt to determine how the superseded data were derived. CP0555 CP0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR986798(NAD 83) CP0555_MARKER: DB = BENCH MARK DISK CP0555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE CP0555_SP_SET: OVERPASS ABUTMENT CP0555_STAMPING: L 225 1968 CP0555_MARK LOGO: CGS CP0555_MAGNETIC: N = NO MAGNETIC MATERIAL CP0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0555+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0555 CP0555 HISTORY - Date Condition Report By CP0555 HISTORY - 1968 MONUMENTED CGS CP0555 HISTORY - 1973 GOOD NGS CP0555 HISTORY - 1979 GOOD NGS CP0555 HISTORY - 19960319 GOOD NGS CP0555 HISTORY - 20000215 GOOD MSHD CP0555 HISTORY - 20050319 GOOD USPSQD CP0555 CP0555 STATION DESCRIPTION CP0555 CP0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0555'1.25 MI S FROM VICKSBURG. CP0555'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0555'COURTHOUSE AT VICKSBURG, THENCE 0.85 MILE SOUTH ALONG THE ILLINOIS CP0555'CENTRAL RAILROAD, AT THE RAILROAD OVERPASS OVER FAIRGROUND STREET, 11 CP0555'FEET EAST OF THE EAST RAIL, 47 FEET NORTH OF CENTER LINE OF THE CP0555'STREET, SET IN THE TOP EAST END OF THE NORTH CONCRETE ABUTMENT OF THE CP0555'OVERPASS AND ABOUT 3 1/2 FEET BELOW THE LEVEL OF THE RAILS. SEC 23, T CP0555'16N, R 3E. CP0555 CP0555 STATION RECOVERY (1979) CP0555 CP0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CP0555'RECOVERED IN GOOD CONDITION. CP0555 CP0555 STATION RECOVERY (1996) CP0555 CP0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS) CP0555'IN VICKSBURG, AT THE INTERSECTION OF FAIRGROUND STREET AND THE NORFOLK CP0555'SOUTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END CP0555'OF THE NORTH CONCRETE ABUTMENT OF THE RAILROAD OVERPASS OF THE STREET, CP0555'14.3 M (46.9 FT) NORTH OF THE STREET CENTER, 4.6 M (15.1 FT) WEST OF CP0555'THE CENTER OF PEARL STREET, 3.2 M (10.5 FT) EAST OF THE NEAR RAIL, AND CP0555'1.4 M (4.6 FT) BELOW THE LEVEL OF THE TRACK. CP0555 CP0555 STATION RECOVERY (2000) CP0555 CP0555'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 CP0555'RECOVERED IN GOOD CONDITION. CP0555 CP0555 STATION RECOVERY (2005) CP0555 CP0555'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0555'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0569 *********************************************************************** CP0569 DESIGNATION - L 236 CP0569 PID - CP0569 CP0569 STATE/COUNTY- MS/WARREN CP0569 USGS QUAD - REDWOOD (1962) CP0569 CP0569 *CURRENT SURVEY CONTROL CP0569 ___________________________________________________________________ CP0569* NAD 83(1986)- 32 23 04. (N) 090 51 44. (W) SCALED CP0569* NAVD 88 - 48.578 (meters) 159.38 (feet) ADJUSTED CP0569 ___________________________________________________________________ CP0569 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0569 DYNAMIC HT - 48.523 (meters) 159.20 (feet) COMP CP0569 MODELED GRAV- 979,489.9 (mgal) NAVD 88 CP0569 CP0569 VERT ORDER - FIRST CLASS I CP0569 CP0569.The horizontal coordinates were scaled from a topographic map and have CP0569.an estimated accuracy of +/- 6 seconds. CP0569 CP0569.The orthometric height was determined by differential leveling CP0569.and adjusted by the National Geodetic Survey in June 1991. CP0569 CP0569.The geoid height was determined by GEOID03. CP0569 CP0569.The dynamic height is computed by dividing the NAVD 88 CP0569.geopotential number by the normal gravity value computed on the CP0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0569.degrees latitude (g = 980.6199 gals.). CP0569 CP0569.The modeled gravity was interpolated from observed gravity values. CP0569 CP0569; North East Units Estimated Accuracy CP0569;SPC MS W - 319,900. 650,240. MT (+/- 180 meters Scaled) CP0569 CP0569 SUPERSEDED SURVEY CONTROL CP0569 CP0569 NGVD 29 (??/??/92) 48.634 (m) 159.56 (f) ADJ UNCH 1 1 CP0569 CP0569.Superseded values are not recommended for survey control. CP0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0569.See file dsdata.txt to determine how the superseded data were derived. CP0569 CP0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR010850(NAD 83) CP0569_MARKER: DV = VERTICAL CONTROL DISK CP0569_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0569+WITH SETTING: INTO GROUND CP0569_SP_SET: METAL ROD WITH BASE PLATE CP0569_STAMPING: L 236 1973 CP0569_MARK LOGO: NGS CP0569_PROJECTION: PROJECTING 10 CENTIMETERS CP0569_MAGNETIC: I = MARKER IS A STEEL ROD CP0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0569+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0569_ROD/PIPE-DEPTH: 1.2 meters CP0569 CP0569 HISTORY - Date Condition Report By CP0569 HISTORY - 1973 MONUMENTED NGS CP0569 HISTORY - 19920203 GOOD NGS CP0569 HISTORY - 20050319 GOOD USPSQD CP0569 HISTORY - 20050319 GOOD USPSQD CP0569 CP0569 STATION DESCRIPTION CP0569 CP0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0569'2.95 MI N FROM VICKSBURG. CP0569'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0569'COURTHOUSE AT VICKSBURG, THENCE 2.8 MILES NORTH ALONG U.S. HIGHWAY 61 CP0569'(BUSINESS ROUTE), 160 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, CP0569'AT THE NORTH CORNER OF A CHAIN LINK FENCE AROUND THE MISSISSIPPI POWER CP0569'AND LIGHT SUB STATION, 2.6 FEET SOUTHWEST OF THE NORTH PIPE CORNER CP0569'POST AND 1 FOOT NORTHWEST OF A CHAIN LINK FENCE, ABOUT 30 FEET ABOVE CP0569'LEVEL OF THE HIGHWAY, AND ON TOP OF A COPPER COATED 4 FOOT ROD THAT IS CP0569'ATTACHED TO A METAL BASE PLATE AND IS 1 INCH BELOW THE SURFACE OF THE CP0569'GROUND AND PROTECTED IN A 4 INCH IRON PIPE FLUSH WITH THE GROUND. CP0569'SECTION 42, T 16N, R 4E. CP0569 CP0569 STATION RECOVERY (1992) CP0569 CP0569'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0569'4.4 KM (2.75 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0569'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0569'(CLAY STREET) IN VICKSBURG, 48.8 M (160.1 FT) SOUTHEAST OF THE CP0569'HIGHWAY CENTERLINE, 7.7 M (25.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, CP0569'0.8 M (2.6 FT) SOUTHWEST OF THE NORTHWEST CORNER OF A CHAIN-LINK CP0569'FENCE ENCLOSING A SUB-STATION, AND 0.3 M (1.0 FT) NORTHWEST OF A CP0569'WITNESS SIGN ATTACHED TO THE FENCE. NOTE--THE DISK IS ENCASED IN A CP0569'4-INCH STEEL PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND CP0569'SURFACE. CP0569 CP0569 STATION RECOVERY (2005) CP0569 CP0569'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0569'RECOVERED IN GOOD CONDITION. CP0569 CP0569 STATION RECOVERY (2005) CP0569 CP0569'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0569'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0557 *********************************************************************** CP0557 CBN - This is a Cooperative Base Network Control Station. CP0557 DESIGNATION - M 23 41 CP0557 PID - CP0557 CP0557 STATE/COUNTY- MS/WARREN CP0557 USGS QUAD - VICKSBURG WEST (1962) CP0557 CP0557 *CURRENT SURVEY CONTROL CP0557 ___________________________________________________________________ CP0557* NAD 83(1993)- 32 19 32.89809(N) 090 53 39.89676(W) ADJUSTED CP0557* NAVD 88 - 38.831 (meters) 127.40 (feet) ADJUSTED CP0557 ___________________________________________________________________ CP0557 X - -84,212.674 (meters) COMP CP0557 Y - -5,394,179.150 (meters) COMP CP0557 Z - 3,391,022.042 (meters) COMP CP0557 LAPLACE CORR- 0.25 (seconds) DEFLEC99 CP0557 ELLIP HEIGHT- 12.30 (meters) (04/15/02) GPS OBS CP0557 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0557 DYNAMIC HT - 38.786 (meters) 127.25 (feet) COMP CP0557 MODELED GRAV- 979,483.6 (mgal) NAVD 88 CP0557 CP0557 HORZ ORDER - B CP0557 VERT ORDER - FIRST CLASS I CP0557 ELLP ORDER - FOURTH CLASS II CP0557 CP0557.The horizontal coordinates were established by GPS observations CP0557.and adjusted by the National Geodetic Survey in February 2002. CP0557 CP0557.The orthometric height was determined by differential leveling CP0557.and adjusted by the National Geodetic Survey in June 1991. CP0557 CP0557.The X, Y, and Z were computed from the position and the ellipsoidal ht. CP0557 CP0557.The Laplace correction was computed from DEFLEC99 derived deflections. CP0557 CP0557.The ellipsoidal height was determined by GPS observations CP0557.and is referenced to NAD 83. CP0557 CP0557.The geoid height was determined by GEOID03. CP0557 CP0557.The dynamic height is computed by dividing the NAVD 88 CP0557.geopotential number by the normal gravity value computed on the CP0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0557.degrees latitude (g = 980.6199 gals.). CP0557 CP0557.The modeled gravity was interpolated from observed gravity values. CP0557 CP0557; North East Units Scale Factor Converg. CP0557;SPC MS W - 313,414.223 647,172.171 MT 0.99998440 -0 18 00.1 CP0557;UTM 15 - 3,578,497.579 698,196.445 MT 1.00008443 +1 07 34.7 CP0557 CP0557! - Elev Factor x Scale Factor = Combined Factor CP0557!SPC MS W - 0.99999807 x 0.99998440 = 0.99998247 CP0557!UTM 15 - 0.99999807 x 1.00008443 = 1.00008250 CP0557 CP0557 SUPERSEDED SURVEY CONTROL CP0557 CP0557 ELLIP H (02/15/02) 12.30 (m) GP( ) 4 1 CP0557 NAVD 88 (02/15/02) 38.83 (m) 127.4 (f) LEVELING 3 CP0557 NGVD 29 (??/??/??) 38.863 (m) 127.50 (f) ADJUSTED 1 1 CP0557 CP0557.Superseded values are not recommended for survey control. CP0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0557.See file dsdata.txt to determine how the superseded data were derived. CP0557 CP0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9819678498(NAD 83) CP0557_MARKER: DD = SURVEY DISK CP0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0557_STAMPING: M-23-41 1956 CP0557_MARK LOGO: USE CP0557_MAGNETIC: N = NO MAGNETIC MATERIAL CP0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0557+STABILITY: SURFACE MOTION CP0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0557+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004 CP0557 CP0557 HISTORY - Date Condition Report By CP0557 HISTORY - 1956 MONUMENTED DOD CP0557 HISTORY - 1973 GOOD NGS CP0557 HISTORY - 1979 GOOD NGS CP0557 HISTORY - 19960319 GOOD NGS CP0557 HISTORY - 20000810 GOOD NGS CP0557 HISTORY - 20020620 GOOD PYBURN CP0557 HISTORY - 20040315 GOOD NGS CP0557 HISTORY - 20050319 GOOD USPSQD CP0557 CP0557 STATION DESCRIPTION CP0557 CP0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0557'2.15 MI S FROM VICKSBURG. CP0557'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0557'COURTHOUSE AT VICKSBURG, THENCE 1.75 MILES SOUTH ALONG THE ILLINOIS CP0557'CENTRAL RAILROAD, 0.15 MILE NORTH OF THE WASHINGTON STREET OVERPASS, CP0557'12 RAILS SOUTH OF THE CROSSING OF LEE STREET, AT THE STANDARD OIL CP0557'COMPANY STORAGE TANKS, 153 FEET NORTHEAST OF THE FENCE CORNER POST, 39 CP0557'1/2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 12 FEET WEST OF CP0557'APPROXIMATE CENTER OF A GRAVEL ROAD, 12 FEET SOUTH OF A POWER POLE, 9 CP0557'FEET NORTH OF A FIRE HYDRANT, 1.5 FEET WEST OF A METAL WITNESS POST, CP0557'ABOUT 2 FEET BELOW THE LEVEL OF THE RAILS AND SET IN THE TOP OF A CP0557'CONCRETE POST FLUSH WITH THE GROUND. SEC 29, T 16N, R 3E. CP0557 CP0557 STATION RECOVERY (1979) CP0557 CP0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CP0557'RECOVERED IN GOOD CONDITION. CP0557 CP0557 STATION RECOVERY (1996) CP0557 CP0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS) CP0557'IN VICKSBURG, AT THE INTERSECTION OF LEE STREET AND THE NORFOLK CP0557'SOUTHERN RAILROAD, 151.0 M (495.4 FT) SOUTH OF THE EXTENDED CENTER OF CP0557'LEE STREET, 20.5 M (67.3 FT) EAST OF A CHAIN LINK FENCE ENCLOSING A CP0557'STANDARD OIL COMPANY TANK FARM, 11.9 M (39.0 FT) WEST OF THE NEAR CP0557'RAIL, 3.3 M (10.8 FT) SOUTH OF UTILITY POLE NUMBER D5158 D5222, 2.7 M CP0557'(8.9 FT) NORTH OF A FIRE HYDRANT, 1,0 M BELOW THE LEVEL OF THE TRACK, CP0557'0.4 M (1.3 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS FLUSH WITH CP0557'THE GROUND SURFACE. CP0557 CP0557 STATION RECOVERY (2000) CP0557 CP0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 CP0557'RECOVERED AS AMENDED. TO REACH THE STATION FROM EXIT 1A ON I-20 AND CP0557'THE MISSISSIPPI WELCOME CENTER ON THE SOUTH SIDE OF VICKSBURG, MS, CP0557'DRIVE NORTH ON WASHINGTON ST. FOR 1 MILE (1.6 KM) TO LEE ST. TURN CP0557'LEFT (WEST) ON LEE ST. AND PROCEED TO, AND ACROSS, THE RAILROAD CP0557'CROSSING. TURN IMMEDIATELY LEFT (SOUTH) AND CONTINUE ON A DIRT CP0557'DRIVEWAY ALONG THE WEST SIDE OF THE TRACKS ABOUT 500 FT (152.4 M) TO CP0557'THE MARK ON THE LEFT, BETWEEN A UTILITY POLE AND A FIRE HYDRANT. THE CP0557'STATION IS ALSO JUST NORTH OF THE BACK GATE THROUGH THE FENCE AROUND CP0557'THE PARKING LOT AT THE ISLE OF CAPRI CASINO. CP0557 CP0557 STATION RECOVERY (2002) CP0557 CP0557'RECOVERY NOTE BY PYBURN AND ODOM, INCORPORATED 2002 CP0557'RECOVERED AS DESCRIBED. CP0557 CP0557 STATION RECOVERY (2004) CP0557 CP0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 CP0557'TO REACH THE STATION FROM EXIT 1A ON I-20 AND THE MISSISSIPPI WELCOME CP0557'CENTER ON THE SOUTH SIDE OF VICKSBURG, MS, DRIVE NORTH ON WASHINGTON CP0557'ST. FOR 1 MILE (1.6 KM) TO LEE ST. TURN LEFT (WEST) ON LEE ST. AND CP0557'PROCEED TO, AND ACROSS, THE RAILROAD CROSSING. TURN IMMEDIATELY LEFT CP0557'(SOUTH) AND CONTINUE ON A DIRT DRIVEWAY ALONG THE WEST SIDE OF THE CP0557'TRACKS ABOUT 500 FT (152.4 M) TO THE MARK ON THE LEFT, BETWEEN A CP0557'UTILITY POLE AND A FIRE HYDRANT. THE STATION IS ALSO JUST NORTH OF CP0557'THE BACK GATE THROUGH THE FENCE AROUND THE PARKING LOT AT THE ISLE OF CP0557'CAPRI CASINO. CP0557 CP0557 STATION RECOVERY (2005) CP0557 CP0557'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) CP0557'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0839 *********************************************************************** CP0839 DESIGNATION - M 23 58 CP0839 PID - CP0839 CP0839 STATE/COUNTY- MS/WARREN CP0839 USGS QUAD - REDWOOD (1962) CP0839 CP0839 *CURRENT SURVEY CONTROL CP0839 ___________________________________________________________________ CP0839* NAD 83(1986)- 32 28 53. (N) 090 49 33. (W) SCALED CP0839* NAVD 88 - 28.352 (meters) 93.02 (feet) ADJUSTED CP0839 ___________________________________________________________________ CP0839 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0839 DYNAMIC HT - 28.319 (meters) 92.91 (feet) COMP CP0839 MODELED GRAV- 979,500.9 (mgal) NAVD 88 CP0839 CP0839 VERT ORDER - FIRST CLASS I CP0839 CP0839.The horizontal coordinates were scaled from a topographic map and have CP0839.an estimated accuracy of +/- 6 seconds. CP0839 CP0839.The orthometric height was determined by differential leveling CP0839.and adjusted by the National Geodetic Survey in June 1991. CP0839 CP0839.The geoid height was determined by GEOID03. CP0839 CP0839.The dynamic height is computed by dividing the NAVD 88 CP0839.geopotential number by the normal gravity value computed on the CP0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0839.degrees latitude (g = 980.6199 gals.). CP0839 CP0839.The modeled gravity was interpolated from observed gravity values. CP0839 CP0839; North East Units Estimated Accuracy CP0839;SPC MS W - 330,640. 653,710. MT (+/- 180 meters Scaled) CP0839 CP0839 SUPERSEDED SURVEY CONTROL CP0839 CP0839 NGVD 29 (??/??/92) 28.41 (m) 93.2 (f) COMPUTED 1 1 CP0839 CP0839.Superseded values are not recommended for survey control. CP0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0839.See file dsdata.txt to determine how the superseded data were derived. CP0839 CP0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR043958(NAD 83) CP0839_MARKER: DD = SURVEY DISK CP0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0839_STAMPING: M 23-58 69 CP0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0839+STABILITY: SURFACE MOTION CP0839 CP0839 HISTORY - Date Condition Report By CP0839 HISTORY - UNK MONUMENTED DOD CP0839 HISTORY - 1974 GOOD NGS CP0839 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0839 CP0839 STATION DESCRIPTION CP0839 CP0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 CP0839'3.4 MI W FROM REDWOOD. CP0839'ABOUT 1.50 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0839'STATE HIGHWAY 3 AT REDWOOD, THENCE 1.90 MILES SOUTHWEST ALONG STATE CP0839'HIGHWAY 465, 58 FEET NORTHWEST OF CENTER LINE OF THE HIGHWAY, 3.8 FEET CP0839'SOUTHEAST OF A BRACE POLE, 1.5 FEET NORTHWEST OF A TELEPHONE POLE WITH CP0839'A BRACE POLE, 1.1 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 2 FEET CP0839'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST CP0839'PROJECTING 0.4 FOOT. SECTION 5, T 17N, R 4E. CP0839 CP0839 STATION RECOVERY (2005) CP0839 CP0839'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0839'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0840 *********************************************************************** CP0840 DESIGNATION - M 23 59 CP0840 PID - CP0840 CP0840 STATE/COUNTY- MS/WARREN CP0840 USGS QUAD - REDWOOD (1962) CP0840 CP0840 *CURRENT SURVEY CONTROL CP0840 ___________________________________________________________________ CP0840* NAD 83(1986)- 32 28 19. (N) 090 50 28. (W) SCALED CP0840* NAVD 88 - 28.178 (meters) 92.45 (feet) ADJUSTED CP0840 ___________________________________________________________________ CP0840 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0840 DYNAMIC HT - 28.146 (meters) 92.34 (feet) COMP CP0840 MODELED GRAV- 979,501.5 (mgal) NAVD 88 CP0840 CP0840 VERT ORDER - FIRST CLASS I CP0840 CP0840.The horizontal coordinates were scaled from a topographic map and have CP0840.an estimated accuracy of +/- 6 seconds. CP0840 CP0840.The orthometric height was determined by differential leveling CP0840.and adjusted by the National Geodetic Survey in June 1991. CP0840 CP0840.The geoid height was determined by GEOID03. CP0840 CP0840.The dynamic height is computed by dividing the NAVD 88 CP0840.geopotential number by the normal gravity value computed on the CP0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0840.degrees latitude (g = 980.6199 gals.). CP0840 CP0840.The modeled gravity was interpolated from observed gravity values. CP0840 CP0840; North East Units Estimated Accuracy CP0840;SPC MS W - 329,600. 652,270. MT (+/- 180 meters Scaled) CP0840 CP0840 SUPERSEDED SURVEY CONTROL CP0840 CP0840 NGVD 29 (??/??/92) 28.24 (m) 92.7 (f) COMPUTED 1 1 CP0840 CP0840.Superseded values are not recommended for survey control. CP0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0840.See file dsdata.txt to determine how the superseded data were derived. CP0840 CP0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR028948(NAD 83) CP0840_MARKER: DD = SURVEY DISK CP0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0840_STAMPING: M 23-59 69 CP0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0840+STABILITY: SURFACE MOTION CP0840 CP0840 HISTORY - Date Condition Report By CP0840 HISTORY - UNK MONUMENTED DOD CP0840 HISTORY - 1974 GOOD NGS CP0840 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0840 CP0840 STATION DESCRIPTION CP0840 CP0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 CP0840'4.50 MI SW FROM REDWOOD. CP0840'ABOUT 1.50 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0840'STATE HIGHWAY 3 AT REDWOOD, THENCE 3.0 MILES SOUTHWEST ALONG STATE CP0840'HIGHWAY 465, ABOUT 0.35 MILE SOUTHWEST OF A LONG CONCRETE BRIDGE OVER CP0840'A DITCH, 132 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A TWO CHANNEL CP0840'BOX CULVERT UNDER THE HIGHWAY, 49.9 FEET SOUTHEAST OF CENTER LINE OF CP0840'THE HIGHWAY, 1.9 FEET SOUTHWEST OF A POWER POLE, 1.3 FEET NORTHEAST OF CP0840'A METAL WITNESS POST, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND CP0840'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. SECTION 8, T CP0840'17N, R 4E. CP0840 CP0840 STATION RECOVERY (2005) CP0840 CP0840'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0840'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0551 *********************************************************************** CP0551 DESIGNATION - N 225 CP0551 PID - CP0551 CP0551 STATE/COUNTY- MS/WARREN CP0551 USGS QUAD - VICKSBURG WEST (1962) CP0551 CP0551 *CURRENT SURVEY CONTROL CP0551 ___________________________________________________________________ CP0551* NAD 83(1986)- 32 20 35. (N) 090 52 48. (W) SCALED CP0551* NAVD 88 - 67.798 (meters) 222.43 (feet) ADJUSTED CP0551 ___________________________________________________________________ CP0551 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0551 DYNAMIC HT - 67.720 (meters) 222.18 (feet) COMP CP0551 MODELED GRAV- 979,483.7 (mgal) NAVD 88 CP0551 CP0551 VERT ORDER - FIRST CLASS I CP0551 CP0551.The horizontal coordinates were scaled from a topographic map and have CP0551.an estimated accuracy of +/- 6 seconds. CP0551 CP0551.The orthometric height was determined by differential leveling CP0551.and adjusted by the National Geodetic Survey in July 1994. CP0551.WARNING-Repeat measurements at this control monument indicate possible CP0551.vertical movement. CP0551 CP0551.The geoid height was determined by GEOID03. CP0551 CP0551.The dynamic height is computed by dividing the NAVD 88 CP0551.geopotential number by the normal gravity value computed on the CP0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0551.degrees latitude (g = 980.6199 gals.). CP0551 CP0551.The modeled gravity was interpolated from observed gravity values. CP0551 CP0551; North East Units Estimated Accuracy CP0551;SPC MS W - 315,320. 648,540. MT (+/- 180 meters Scaled) CP0551 CP0551 SUPERSEDED SURVEY CONTROL CP0551 CP0551 NAVD 88 (06/15/91) 67.801 (m) 222.44 (f) UNKNOWN 1 1 CP0551 NGVD 29 (??/??/??) 67.832 (m) 222.55 (f) ADJUSTED 1 1 CP0551 CP0551.Superseded values are not recommended for survey control. CP0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0551.See file dsdata.txt to determine how the superseded data were derived. CP0551 CP0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR995804(NAD 83) CP0551_MARKER: DB = BENCH MARK DISK CP0551_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE CP0551_SP_SET: ABUTMENT CP0551_STAMPING: N 225 1968 CP0551_MARK LOGO: CGS CP0551_MAGNETIC: N = NO MAGNETIC MATERIAL CP0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0551+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0551 CP0551 HISTORY - Date Condition Report By CP0551 HISTORY - 1968 MONUMENTED CGS CP0551 HISTORY - 1973 GOOD NGS CP0551 HISTORY - 1979 GOOD NGS CP0551 HISTORY - 19920203 GOOD NGS CP0551 HISTORY - 20000215 GOOD MSHD CP0551 HISTORY - 20050319 GOOD USPSQD CP0551 CP0551 STATION DESCRIPTION CP0551 CP0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0551'0.4 MI S FROM VICKSBURG. CP0551'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0551'COURTHOUSE AT VICKSBURG, AT THE MONROE STREET OVERPASS OVER THE CP0551'ILLINOIS CENTRAL RAILROAD, 80 FEET NORTH OF THE NORTH RAIL OF THE MAIN CP0551'TRACK, 25 FEET WEST OF CENTER LINE OF MONROE STREET, 1 FOOT NORTH OF A CP0551'STEEL EXPANSION JOINT, SET IN THE TOP WEST END OF THE NORTH CONCRETE CP0551'ABUTMENT OF THE OVERPASS, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET CP0551'AND ABOUT 28 FEET ABOVE THE LEVEL OF THE TRACKS. SEC 22, T 16N, R 3E. CP0551 CP0551 STATION RECOVERY (1979) CP0551 CP0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CP0551'RECOVERED IN GOOD CONDITION. CP0551 CP0551 STATION RECOVERY (1992) CP0551 CP0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0551'IN VICKSBURG, AT THE INTERSECTION OF DRUMMOND AND WEST PINE STREETS, CP0551'IN TOP OF AND 0.5 M (1.6 FT) EAST OF THE WEST END OF THE NORTH CP0551'CONCRETE ABUTMENT OF THE DRUMMOND STREET OVERPASS OF THE ILLINOIS CP0551'CENTRAL RAILROAD, 23.3 M (76.4 FT) SOUTH OF THE CENTER OF WEST PINE CP0551'STREET, 7.5 M (24.6 FT) WEST OF THE CENTERLINE OF DRUMMOND STREET, CP0551'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE STREET. CP0551 CP0551 STATION RECOVERY (2000) CP0551 CP0551'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 CP0551'RECOVERED IN GOOD CONDITION. CP0551 CP0551 STATION RECOVERY (2005) CP0551 CP0551'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0551'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2712 *********************************************************************** CP2712 DESIGNATION - N 23 8 USE 1959 CP2712 PID - CP2712 CP2712 STATE/COUNTY- MS/WARREN CP2712 USGS QUAD - OAK RIDGE (1972) CP2712 CP2712 *CURRENT SURVEY CONTROL CP2712 ___________________________________________________________________ CP2712* NAD 83(1993)- 32 28 52.45419(N) 090 42 25.36112(W) ADJUSTED CP2712* NAVD 88 - 115. (meters) 377. (feet) SCALED CP2712 ___________________________________________________________________ CP2712 LAPLACE CORR- 0.05 (seconds) DEFLEC99 CP2712 GEOID HEIGHT- -26.57 (meters) GEOID03 CP2712 CP2712 HORZ ORDER - SECOND CP2712 CP2712.The horizontal coordinates were established by classical geodetic methods CP2712.and adjusted by the National Geodetic Survey in May 1994. CP2712 CP2712.The orthometric height was scaled from a topographic map. CP2712 CP2712.The Laplace correction was computed from DEFLEC99 derived deflections. CP2712 CP2712.The geoid height was determined by GEOID03. CP2712 CP2712; North East Units Scale Factor Converg. CP2712;SPC MS W - 330,573.048 664,874.171 MT 0.99996521 -0 12 02.5 CP2712;UTM 15 - 3,596,095.359 715,467.552 MT 1.00017253 +1 13 54.6 CP2712 CP2712! - Elev Factor x Scale Factor = Combined Factor CP2712!SPC MS W - 0.99998613 x 0.99996521 = 0.99995134 CP2712!UTM 15 - 0.99998613 x 1.00017253 = 1.00015865 CP2712 CP2712 SUPERSEDED SURVEY CONTROL CP2712 CP2712 NAD 83(1986)- 32 28 52.46733(N) 090 42 25.35680(W) AD( ) 2 CP2712 NAD 27 - 32 28 51.95780(N) 090 42 24.99180(W) AD( ) 2 CP2712 CP2712.Superseded values are not recommended for survey control. CP2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2712.See file dsdata.txt to determine how the superseded data were derived. CP2712 CP2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1546896095(NAD 83) CP2712_MARKER: DD = SURVEY DISK CP2712_SETTING: 0 = UNSPECIFIED SETTING CP2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP2712 CP2712 HISTORY - Date Condition Report By CP2712 HISTORY - 1959 MONUMENTED USE CP2712 HISTORY - 20050318 MARK NOT FOUND USPSQD CP2712 CP2712 STATION DESCRIPTION CP2712 CP2712'DESCRIBED BY US ENGINEERS 1959 (OSR) CP2712'LOCATED ABOUT 10 MILES EAST AND 9 MILES NORTH OF VICKSBURG, CP2712'6 MILES EAST OF REDWOOD, NEAR THE WEST SIDE CENTER OF SECTION CP2712'3, T 17 N, R 5 E, IN THE SOUTHEAST ANGLE OF A ROAD FORK, CP2712'ON PROPERTY OWNED AND OCCUPIED BY MR. F.L. AUSTIN. CP2712' CP2712'MARK IS A STANDARD U.S. ARMY CORPS OF ENGINEERS DISK, STAMPED CP2712'N 23-8 1958. IT IS SET IN THE TOP OF A PYRAMID SHAPED, CONCRETE CP2712'POST WHICH IS 6 INCHES SQUARE AT THE TOP AND PROJECTS 5 CP2712'INCHES, 197 FEET WEST-SOUTHWEST OF THE WEST CORNER OF A CP2712'FRAME HOUSE, 92 FEET SOUTHEAST OF A TRANSFORMER POLE, 87 FEET CP2712'NORTHWEST OF THE NORTH GATEPOST OF A GATE IN THE WEST ROAD CP2712'RIGHT-OF-WAY FENCE, 70 FEET SOUTHWEST OF THE CENTER OF THE CP2712'ROAD FORKS INTERSECTION, 33 FEET WEST OF THE SOUTHWEST END CP2712'OF A ROAD CULVERT AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY CP2712'FENCE. A TRAVERSE CONNECTION WAS MADE TO OAK RIDGE, THE CP2712'DISTANCE BEING 81.873 METERS (OR 268.61 FEET). CP2712 CP2712 STATION RECOVERY (2005) CP2712 CP2712'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2712'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0572 *********************************************************************** CP0572 DESIGNATION - N 236 CP0572 PID - CP0572 CP0572 STATE/COUNTY- MS/WARREN CP0572 USGS QUAD - REDWOOD (1962) CP0572 CP0572 *CURRENT SURVEY CONTROL CP0572 ___________________________________________________________________ CP0572* NAD 83(1986)- 32 24 23. (N) 090 50 48. (W) SCALED CP0572* NAVD 88 - 33.652 (meters) 110.41 (feet) ADJUSTED CP0572 ___________________________________________________________________ CP0572 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0572 DYNAMIC HT - 33.613 (meters) 110.28 (feet) COMP CP0572 MODELED GRAV- 979,496.9 (mgal) NAVD 88 CP0572 CP0572 VERT ORDER - FIRST CLASS I CP0572 CP0572.The horizontal coordinates were scaled from a topographic map and have CP0572.an estimated accuracy of +/- 6 seconds. CP0572 CP0572.The orthometric height was determined by differential leveling CP0572.and adjusted by the National Geodetic Survey in June 1991. CP0572 CP0572.The geoid height was determined by GEOID03. CP0572 CP0572.The dynamic height is computed by dividing the NAVD 88 CP0572.geopotential number by the normal gravity value computed on the CP0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0572.degrees latitude (g = 980.6199 gals.). CP0572 CP0572.The modeled gravity was interpolated from observed gravity values. CP0572 CP0572; North East Units Estimated Accuracy CP0572;SPC MS W - 322,330. 651,710. MT (+/- 180 meters Scaled) CP0572 CP0572 SUPERSEDED SURVEY CONTROL CP0572 CP0572 NGVD 29 (??/??/92) 33.706 (m) 110.58 (f) ADJ UNCH 1 1 CP0572 CP0572.Superseded values are not recommended for survey control. CP0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0572.See file dsdata.txt to determine how the superseded data were derived. CP0572 CP0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR025875(NAD 83) CP0572_MARKER: DV = VERTICAL CONTROL DISK CP0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0572_SP_SET: COPPER-CLAD STEEL ROD CP0572_STAMPING: N 236 1973 CP0572_MARK LOGO: NGS CP0572_PROJECTION: PROJECTING 10 CENTIMETERS CP0572_MAGNETIC: N = NO MAGNETIC MATERIAL CP0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0572+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0572_ROD/PIPE-DEPTH: 23.2 meters CP0572 CP0572 HISTORY - Date Condition Report By CP0572 HISTORY - 1973 MONUMENTED NGS CP0572 HISTORY - 19920203 GOOD NGS CP0572 HISTORY - 19991027 GOOD NGS CP0572 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0572 HISTORY - 20050319 GOOD USPSQD CP0572 CP0572 STATION DESCRIPTION CP0572 CP0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0572'4.7 MI N FROM VICKSBURG. CP0572'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0572'COURTHOUSE AT VICKSBURG, THENCE 4.55 MILES NORTH ALONG U.S. HIGHWAY 61 CP0572'(BUSINESS ROUTE), 49.5 FEET NORTHWEST OF THE CENTERLINE OF THE CP0572'HIGHWAY, 52 FEET EAST OF THE EAST CORNER OF A WHITE FRAME HOUSE, 20.6 CP0572'FEET NORTHWEST OF A BRONZE HISTORIC SIGN CHICKASAW BAYOU BATTLE, 12 CP0572'FEET SOUTHWEST OF AN 18-INCH ELM TREE, 1.7 FEET NORTHEAST OF A CP0572'TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND ON THE CP0572'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED CP0572'IN A 4-INCH IRON PIPE. ROD DRIVEN TO A DEPTH OF 76 FEET. SECTION 33, CP0572'T 17N, R 4E. CP0572 CP0572 STATION RECOVERY (1992) CP0572 CP0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0572'7.1 KM (4.40 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0572'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0572'(CLAY STREET) IN VICKSBURG, 15.9 M (52.2 FT) EAST OF THE EAST CORNER CP0572'OF HOUSE NUMBER 4023, 15.1 M (49.5 FT) NORTHWEST OF THE HIGHWAY CP0572'CENTERLINE, 6.3 M (20.7 FT) NORTHWEST OF A SIGN (CHICKASAW BAYOU CP0572'BATTLE), 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.5 M CP0572'(1.6 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTHWEST OF CP0572'A WITNESS POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND CP0572'IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE. CP0572 CP0572 STATION RECOVERY (1999) CP0572 CP0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (KDS) CP0572'RECOVERED AS DESCRIBED. CP0572 CP0572 STATION RECOVERY (2005) CP0572 CP0572'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0572'MARK NOT FOUND. CP0572 CP0572 STATION RECOVERY (2005) CP0572 CP0572'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) CP0572'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2716 *********************************************************************** CP2716 DESIGNATION - OAK RIDGE ATT MW TOWER CP2716 PID - CP2716 CP2716 STATE/COUNTY- MS/WARREN CP2716 USGS QUAD - OAK RIDGE (1972) CP2716 CP2716 *CURRENT SURVEY CONTROL CP2716 ___________________________________________________________________ CP2716* NAD 83(1993)- 32 29 04.69440(N) 090 41 33.09220(W) ADJUSTED CP2716* NAVD 88 - CP2716 ___________________________________________________________________ CP2716 LAPLACE CORR- -0.05 (seconds) DEFLEC99 CP2716 GEOID HEIGHT- -26.58 (meters) GEOID03 CP2716 CP2716 HORZ ORDER - THIRD CP2716 CP2716.The horizontal coordinates were established by classical geodetic methods CP2716.and adjusted by the National Geodetic Survey in May 1994. CP2716 CP2716 CP2716.The Laplace correction was computed from DEFLEC99 derived deflections. CP2716 CP2716.The geoid height was determined by GEOID03. CP2716 CP2716; North East Units Scale Factor Converg. CP2716;SPC MS W - 330,945.396 666,240.130 MT 0.99996405 -0 11 34.5 CP2716;UTM 15 - 3,596,501.827 716,824.061 MT 1.00017976 +1 14 23.2 CP2716 CP2716 SUPERSEDED SURVEY CONTROL CP2716 CP2716 NAD 83(1986)- 32 29 04.70713(N) 090 41 33.08798(W) AD( ) 4 CP2716 NAD 27 - 32 29 04.20087(N) 090 41 32.72548(W) AD( ) 3 CP2716 CP2716.Superseded values are not recommended for survey control. CP2716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2716.See file dsdata.txt to determine how the superseded data were derived. CP2716 CP2716_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1682496502(NAD 83) CP2716_MARKER: 45 = MICROWAVE TOWER CP2716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2716+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP2716 CP2716 HISTORY - Date Condition Report By CP2716 HISTORY - 1965 FIRST OBSERVED CGS CP2716 HISTORY - 20050318 GOOD USPSQD CP2716 CP2716 STATION DESCRIPTION CP2716 CP2716'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AJ) CP2716'STATION IS LOCATED ON A HIGH RIDGE, ABOUT 1-1/2 MILES CP2716'EAST-NORTHEAST OF THE SMALL VILLAGE OF OAK RIDGE, 13 MILES CP2716'NORTHEAST OF VICKSBURG AND ON COMPANY PROPERTY. CP2716' CP2716'TOWER IS CONSTRUCTED OF STEEL SECTIONS, PAINTED RED-WHITE IN CP2716'COLOR, HAS 4-STEEL DOUBLE CHANNEL LEGS. CP2716' CP2716'TOWER IS ABOUT 300 FEET IN HEIGHT, HAS 4-VOICE MIRRORS AND A CP2716'RED LIGHT MOUNTED AT THE TOP. CP2716' CP2716'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP. CP2716 CP2716 STATION RECOVERY (2005) CP2716 CP2716'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2716'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2714 *********************************************************************** CP2714 DESIGNATION - OAK RIDGE LOOKOUT TOWER CP2714 PID - CP2714 CP2714 STATE/COUNTY- MS/WARREN CP2714 USGS QUAD - OAK RIDGE (1972) CP2714 CP2714 *CURRENT SURVEY CONTROL CP2714 ___________________________________________________________________ CP2714* NAD 83(1993)- 32 26 51.29761(N) 090 44 47.43729(W) ADJUSTED CP2714* NAVD 88 - CP2714 ___________________________________________________________________ CP2714 LAPLACE CORR- 0.14 (seconds) DEFLEC99 CP2714 GEOID HEIGHT- -26.57 (meters) GEOID03 CP2714 CP2714 HORZ ORDER - THIRD CP2714 CP2714.The horizontal coordinates were established by classical geodetic methods CP2714.and adjusted by the National Geodetic Survey in May 1994. CP2714 CP2714 CP2714.The Laplace correction was computed from DEFLEC99 derived deflections. CP2714 CP2714.The geoid height was determined by GEOID03. CP2714 CP2714; North East Units Scale Factor Converg. CP2714;SPC MS W - 326,854.747 661,150.254 MT 0.99996860 -0 13 18.1 CP2714;UTM 15 - 3,592,284.417 711,836.999 MT 1.00015340 +1 12 34.2 CP2714 CP2714 SUPERSEDED SURVEY CONTROL CP2714 CP2714 NAD 83(1986)- 32 26 51.31063(N) 090 44 47.43307(W) AD( ) 4 CP2714 NAD 27 - 32 26 50.79900(N) 090 44 47.06400(W) AD( ) 3 CP2714 CP2714.Superseded values are not recommended for survey control. CP2714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2714.See file dsdata.txt to determine how the superseded data were derived. CP2714 CP2714_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1183792284(NAD 83) CP2714_MARKER: 57 = LOOKOUT TOWER CP2714 CP2714 HISTORY - Date Condition Report By CP2714 HISTORY - 1959 FIRST OBSERVED CGS CP2714 HISTORY - 1965 GOOD CGS CP2714 HISTORY - 1967 GOOD MSHD CP2714 HISTORY - 20050318 MARK NOT FOUND USPSQD CP2714 CP2714 STATION DESCRIPTION CP2714 CP2714'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2714'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER. THE TOWER IS CP2714'ON THE WEST SIDE OF THE OAK RIDGE ROAD, ABOUT 7-1/2 MILES EAST AND CP2714'6 MILES NORTH OF VICKSBURG, 2-1/2 MILES SOUTH AND 2 MILES WEST CP2714'OF OAK RIDGE AND IN THE SOUTHEAST 1/4 OF SECTION 18, T 17 N, CP2714'R 5 E. CP2714' CP2714'THE GLASS ENCLOSED CAB IS SUPPORTED BY FOUR STEEL LEGS, IS GRAY IN CP2714'COLOR AND 110 FEET HIGH. IT IS THE PROPERTY OF THE MISSISSIPPI CP2714'STATE FOREST SERVICE. CP2714 CP2714 STATION RECOVERY (1965) CP2714 CP2714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ) CP2714'STATION IS STILL IN ITS ORIGINAL LOCATION AND IS IN OPERATION. CP2714 CP2714 STATION RECOVERY (1967) CP2714 CP2714'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2714'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2714'CONDITION. CP2714' CP2714'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 18, T 17N, CP2714'R 5W APPROXIMATELY 10.4 MILES NORTHEAST OF VICKSBURG, 4.2 MILES CP2714'SOUTHEAST OF REDWOOD, AND 2 MILES WEST OF OAK RIDGE. THE STATION CP2714'IS THE TOP CENTER OF THE GLASS ENCLOSED CAB SUPPORTED BY FOUR CP2714'STEEL LEGS, IS GRAY IN COLOR, 110 FEET HIGH AND IS OWNED CP2714'BY THE MISSISSIPPI STATE FORESTY COMMISSION. CP2714' CP2714'TO REACH FROM THE U.S. POST OFFICE IN REDWOOD, GO SOUTHWEST ON CP2714'MISSISSIPPI HIGHWAY 3 FOR 0.25 MILE TO THE INTERSECTION OF U.S. CP2714'HIGHWAY 61. TURN LEFT (SOUTHWEST) AND CONTINUE ON U.S. HIGHWAY 61 CP2714'FOR 0.05 MILE TO A SIDE ROAD LEFT. CP2714' CP2714'TURN LEFT (SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 4.75 CP2714'MILES TO A T INTERSECTION. TURN RIGHT (SOUTHWEST) AND CONTINUE CP2714'ON A BLACKTOP ROAD FOR 0.45 MILE TO THE TOWER ON THE RIGHT. CP2714 CP2714 STATION RECOVERY (2005) CP2714 CP2714'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2714'THE LOOKOUT TOWER WAS DISMANTLED FIVE YEARS AGO. CONCRETE FOUNDATIONS CP2714'STILL EXIST. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2711 *********************************************************************** CP2711 DESIGNATION - OAK RIDGE RESET CP2711 PID - CP2711 CP2711 STATE/COUNTY- MS/WARREN CP2711 USGS QUAD - OAK RIDGE (1972) CP2711 CP2711 *CURRENT SURVEY CONTROL CP2711 ___________________________________________________________________ CP2711* NAD 83(1993)- 32 28 51.18213(N) 090 42 22.60788(W) ADJUSTED CP2711* NAVD 88 - 115. (meters) 377. (feet) SCALED CP2711 ___________________________________________________________________ CP2711 LAPLACE CORR- 0.04 (seconds) DEFLEC99 CP2711 GEOID HEIGHT- -26.57 (meters) GEOID03 CP2711 CP2711 HORZ ORDER - SECOND CP2711 CP2711.The horizontal coordinates were established by classical geodetic methods CP2711.and adjusted by the National Geodetic Survey in May 1994. CP2711 CP2711.The orthometric height was scaled from a topographic map. CP2711 CP2711.The Laplace correction was computed from DEFLEC99 derived deflections. CP2711 CP2711.The geoid height was determined by GEOID03. CP2711 CP2711; North East Units Scale Factor Converg. CP2711;SPC MS W - 330,533.614 664,945.919 MT 0.99996515 -0 12 01.0 CP2711;UTM 15 - 3,596,057.722 715,540.277 MT 1.00017292 +1 13 56.1 CP2711 CP2711! - Elev Factor x Scale Factor = Combined Factor CP2711!SPC MS W - 0.99998613 x 0.99996515 = 0.99995128 CP2711!UTM 15 - 0.99998613 x 1.00017292 = 1.00015904 CP2711 CP2711: Primary Azimuth Mark Grid Az CP2711:SPC MS W - RUSSELL 037 01 24.9 CP2711:UTM 15 - RUSSELL 035 35 27.8 CP2711 CP2711|---------------------------------------------------------------------| CP2711| PID Reference Object Distance Geod. Az | CP2711| dddmmss.s | CP2711| CP2794 RUSSELL APPROX. 7.1 KM 0364923.9 | CP2711| CY4343 OAK RIDGE AZ MK 1035920.2 | CP2711| AI4312 OAK RIDGE RM 1 27.939 METERS 10620 | CP2711| CP2714 OAK RIDGE LOOKOUT TOWER APPROX. 5.3 KM 2254142.2 | CP2711| CP2712 N 23 8 USE 1959 81.873 METERS 29836 | CP2711| CP2713 377 62.946 METERS 32703 | CP2711|---------------------------------------------------------------------| CP2711 CP2711 SUPERSEDED SURVEY CONTROL CP2711 CP2711 NAD 83(1986)- 32 28 51.19527(N) 090 42 22.60358(W) AD( ) 2 CP2711 NAD 27 - 32 28 50.68570(N) 090 42 22.23860(W) AD( ) 2 CP2711 CP2711.Superseded values are not recommended for survey control. CP2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2711.See file dsdata.txt to determine how the superseded data were derived. CP2711 CP2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1554096058(NAD 83) CP2711_MARKER: DS = TRIANGULATION STATION DISK CP2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2711_SP_SET: CONCRETE POST CP2711_STAMPING: OAK RIDGE 1958 1981 CP2711_MARK LOGO: NGS CP2711_PROJECTION: FLUSH CP2711_MAGNETIC: N = NO MAGNETIC MATERIAL CP2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2711+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP2711 CP2711 HISTORY - Date Condition Report By CP2711 HISTORY - 1981 MONUMENTED NGS CP2711 HISTORY - 19810301 GOOD MSSU CP2711 HISTORY - 20050318 GOOD USPSQD CP2711 CP2711 STATION DESCRIPTION CP2711 CP2711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN) CP2711'THE STATION UNDERGROUND MARK WAS FOUND 6 INCHES BELOW SURFACE OF CP2711'GROUND, B.M. 377 (USGS) AND AZIMUTH MARK WERE RECOVERED IN GOOD CP2711'CONDITION. THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND. THE CP2711'STATION SURFACE MARK, REFERENCE MARK NO 1 AND N 23-8 (USE) HAVE BEEN CP2711'DESTROYED WHEN AREA WAS GRADED OFF. THE STATION UNDERGROUND MARK WAS CP2711'LOWERERD IN PLACE AND A NEW STATION SURFACE MARK, REFERENCE MARK NO 3 CP2711'AND REFERENCE MARK NO 4 WERE ESTABLISHED AT THIS TIME. B.M. 377 WAS CP2711'USED AS A LONG REFERENCE MARK AS THERE WAS NOT LOCATION FOR NEW CP2711'AZIMUTH MARK. A NEW DESCRIPTION FOLLOWS. CP2711' CP2711'STATION IS LOCATED ABOUT 10 MILES EAST AND 9 MILES NORTH OF CP2711'VICKSBURG, 6 MILES EAST OF RED WOODS, NEAR THE CENTER OF SECTION 3, T CP2711'17N, R 5E, ON PROPERTY OWNED BY ELBERT REDDITTS, RT. 3 BOX 250, CP2711'VICKSBURG, MS. CP2711' CP2711'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 20 AND U.S. HIGHWAY CP2711'61 ON EAST SIDE OF VICKSBURG, GO NORTH ON HIGHWAY 61 FOR 1.5 MILES TO CP2711'A PAVED SIDEROAD ON RIGHT, TURN RIGHT AND GO NORTHEAST ON PAVED ROAD CP2711'FOR 0.15 MILE TO A T-ROAD, TURN RIGHT GO EAST AND NORTHEAST ON CULKIN CP2711'ROAD FOR 1.5 MILES TO A FORK AND STORE ON RIGHT, TAKE THE LEFT FORK CP2711'AND GO NORTHEAST ON OAK RIDGE ROAD FOR 11.15 MILES TO A FORK, TAKE CP2711'THE RIGHT FORK FOR ABOUT 150 FEET TO A DRIVEWAY ON THE RIGHT LEADING CP2711'UP HILL TO MOBILE HOME AND STATION. CP2711' CP2711'STATION MARK IS A STANDARD NGS DISK, STAMPED---OAK RIDGE 1958 CP2711'1981---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE CP2711'GROUND. IT IS 7.5 M (24.6 FEET) SOUTHWEST OF FENCELINE, 4.9 M (16 CP2711'FEET) SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER, 3.6 M (11.7 CP2711'FEET) WEST-NORTHWEST OF POWERLINE SERVICE POLE, 4.5 M (14.8 FEET) CP2711'NORTH OF THE NORTHWEST CORNER OF MOBILE HOME AND 1.1 M (3.5 FEET) CP2711'SOUTHEAST OF THE CENTER OF A WATER METER COVER. CP2711' CP2711'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---OAK RIDGE 1958 CP2711'NO 3 1981---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE CP2711'GROUND. IT IS 9.7 M (31.8 FEET) EAST OF POWERLINE SERVICE POLE, 12.6 CP2711'M (41.3 FEET) EAST-SOUTHEAST OF POWER POLE WITH TRANSFORMER, 8.8 M CP2711'(29.0 FEET) NORTHEAST OF NORTHEAST CORNER OF MOBILE HOME AND 0.9 M CP2711'(3.0 FEET) SOUTHWEST OF A METAL WITNESS POST AND SIGN IN FENCELINE. CP2711' CP2711'REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED---OAK RIDGE 1958 CP2711'NO 4 1981---SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE CP2711'GROUND. IT IS 26.8 M (88.0 FEET) EAST OF A 24-INCH FORKED TRUNK OAK CP2711'TREE, 12.1 M (39.8 FEET) WEST-NORTHWEST OF POWER POLE WITH CP2711'TRANSFORMER, 1.7 M (5.5 FEET) NORTHEAST OF OVERHEAD POWER LINE AND CP2711'0.9 M (3.0 FEET) SOUTHWEST OF A METAL WITNESS POST AND SIGN SET IN CP2711'FENCELINE. CP2711' CP2711'B.M. 377 (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED--- CP2711'377 1920---SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST, 6 INCHES CP2711'BELOW SURFACE OF GROUND. IT IS 39.6 M (130 FEET) SOUTHEAST OF THE CP2711'CENTER OF ROAD FORKS, 30.8 M (101 FEET) SOUTH-SOUTHEAST OF THE CENTER CP2711'OF PAVED ROAD, 20.4 M (67 FEET) WEST-SOUTHWEST OF WEST CORNER OF CP2711'PORCH OF HOUSE, 12.8 M (42 FEET) NORTHEAST OF THE CENTER OF PAVED CP2711'ROAD, 0.9 M (3.0 FEET) NORTHWEST OF A 4-INCH IRON PIPE PROJECTING 6 CP2711'INCHES AND 0.3 M (1 FOOT) NORTH OF THE BASE OF 30-INCH OAK TREE. CP2711' CP2711'AZIMUTH MARK IS A STANDARD CGS DISK, STAMPED---OAK RIDGE 1958---SET CP2711'IN THE TOP OF A SQUARE CONCRET POST, PROJECTING 6 INCHES. IT IS 38.4 CP2711'M (126 FEET) SOUTHEAST OF THE CENTER OF ROAD FORKS, 16.2 M (53 FEET) CP2711'SOUTH OF THE SOUTHEAST CORNER OF OLD ABANDON STORE, 15.8 M (52 FEET) CP2711'EAST OF THE CENTER OF NORTH-SOUTH ROAD, 4.6 M (15 FEET) EAST OF CP2711'NORTH-SOUTH FENCE, 1.1 M (3.5 FEET) NORTHEAST OF 14-INCH TREE AT CP2711'FENCE CORNER AND 0.3 M (1.0 FOOT) NORTHWEST OF METAL WITNESS POST AND CP2711'SIGN. CP2711' CP2711'TO REACH AZIMUTH MARK FROM ROAD FORKS AT STATION, TAKE THE RIGHT FORK CP2711'AND GO EAST-SOUTHEAST FOR 0.5 MILE TO ROAD FORKS AND MARK AS CP2711'DESCRIBED. CP2711 CP2711 STATION RECOVERY (1981) CP2711 CP2711'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP2711'RECOVERED IN GOOD CONDITION. CP2711 CP2711 STATION RECOVERY (2005) CP2711 CP2711'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2711'MOBILE HOME NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0674 *********************************************************************** CP0674 DESIGNATION - P 167 CP0674 PID - CP0674 CP0674 STATE/COUNTY- MS/WARREN CP0674 USGS QUAD - REDWOOD (1962) CP0674 CP0674 *CURRENT SURVEY CONTROL CP0674 ___________________________________________________________________ CP0674* NAD 83(1986)- 32 24 06. (N) 090 47 27. (W) SCALED CP0674* NAVD 88 - 80.690 (meters) 264.73 (feet) ADJUSTED CP0674 ___________________________________________________________________ CP0674 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0674 DYNAMIC HT - 80.597 (meters) 264.43 (feet) COMP CP0674 MODELED GRAV- 979,485.7 (mgal) NAVD 88 CP0674 CP0674 VERT ORDER - FIRST CLASS II CP0674 CP0674.The horizontal coordinates were scaled from a topographic map and have CP0674.an estimated accuracy of +/- 6 seconds. CP0674 CP0674.The orthometric height was determined by differential leveling CP0674.and adjusted by the National Geodetic Survey in June 1991. CP0674 CP0674.The geoid height was determined by GEOID03. CP0674 CP0674.The dynamic height is computed by dividing the NAVD 88 CP0674.geopotential number by the normal gravity value computed on the CP0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0674.degrees latitude (g = 980.6199 gals.). CP0674 CP0674.The modeled gravity was interpolated from observed gravity values. CP0674 CP0674; North East Units Estimated Accuracy CP0674;SPC MS W - 321,780. 656,960. MT (+/- 180 meters Scaled) CP0674 CP0674 SUPERSEDED SURVEY CONTROL CP0674 CP0674 NGVD 29 (??/??/92) 80.745 (m) 264.91 (f) ADJ UNCH 1 2 CP0674 CP0674.Superseded values are not recommended for survey control. CP0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0674.See file dsdata.txt to determine how the superseded data were derived. CP0674 CP0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR077871(NAD 83) CP0674_MARKER: DB = BENCH MARK DISK CP0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0674_STAMPING: P 167 1944 CP0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0674+STABILITY: SURFACE MOTION CP0674 CP0674 HISTORY - Date Condition Report By CP0674 HISTORY - 1944 MONUMENTED CGS CP0674 HISTORY - 1968 GOOD NGS CP0674 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0674 CP0674 STATION DESCRIPTION CP0674 CP0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 CP0674'10.85 MI NE FROM VICKSBURG. CP0674'5.1 MILES E OF THE POST OFFICE AT VICKSBURG, ALONG U.S. HIGHWAY NO. CP0674'80, THENCE 5.5 MILES NORTH ALONG GRADED COUNTY ROAD, AT ENTRANCE TO CP0674'VICKSBURG AIRPORT, 23.7 FEET SOUTH OF CENTERLINE OF GRADED COUNTY CP0674'ROAD, 16.8 FEET EAST OF CENTERLINE OF MAIN ROAD LEADING INTO FIELD, 1 CP0674'FOOT SOUTH OF WIRE FENCE, 4 FEET WEST OF REFERENCE POST, BRONZE DISK CP0674'SET IN TOP OF A CONCRETE POST. CP0674 CP0674 STATION RECOVERY (2005) CP0674 CP0674'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0674'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0552 *********************************************************************** CP0552 DESIGNATION - P 225 CP0552 PID - CP0552 CP0552 STATE/COUNTY- MS/WARREN CP0552 USGS QUAD - VICKSBURG WEST (1962) CP0552 CP0552 *CURRENT SURVEY CONTROL CP0552 ___________________________________________________________________ CP0552* NAD 83(1986)- 32 20 56. (N) 090 52 50. (W) SCALED CP0552* NAVD 88 - 70.704 (meters) 231.97 (feet) ADJUSTED CP0552 ___________________________________________________________________ CP0552 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0552 DYNAMIC HT - 70.623 (meters) 231.70 (feet) COMP CP0552 MODELED GRAV- 979,484.5 (mgal) NAVD 88 CP0552 CP0552 VERT ORDER - FIRST CLASS I CP0552 CP0552.The horizontal coordinates were scaled from a topographic map and have CP0552.an estimated accuracy of +/- 6 seconds. CP0552 CP0552.The orthometric height was determined by differential leveling CP0552.and adjusted by the National Geodetic Survey in June 1991. CP0552 CP0552.The geoid height was determined by GEOID03. CP0552 CP0552.The dynamic height is computed by dividing the NAVD 88 CP0552.geopotential number by the normal gravity value computed on the CP0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0552.degrees latitude (g = 980.6199 gals.). CP0552 CP0552.The modeled gravity was interpolated from observed gravity values. CP0552 CP0552; North East Units Estimated Accuracy CP0552;SPC MS W - 315,970. 648,490. MT (+/- 180 meters Scaled) CP0552 CP0552 SUPERSEDED SURVEY CONTROL CP0552 CP0552 NGVD 29 (??/??/??) 70.736 (m) 232.07 (f) ADJUSTED 1 1 CP0552 CP0552.Superseded values are not recommended for survey control. CP0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0552.See file dsdata.txt to determine how the superseded data were derived. CP0552 CP0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR994810(NAD 83) CP0552_MARKER: DB = BENCH MARK DISK CP0552_SETTING: 30 = SET IN A LIGHT STRUCTURE CP0552_SP_SET: WINDOW WELL CP0552_STAMPING: P 225 1968 CP0552_MARK LOGO: CGS CP0552_MAGNETIC: N = NO MAGNETIC MATERIAL CP0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0552+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0552 CP0552 HISTORY - Date Condition Report By CP0552 HISTORY - 1968 MONUMENTED CGS CP0552 HISTORY - 1973 GOOD NGS CP0552 HISTORY - 1979 GOOD NGS CP0552 HISTORY - 19920203 GOOD NGS CP0552 HISTORY - 19920205 GOOD NGS CP0552 HISTORY - 19960319 GOOD NGS CP0552 HISTORY - 20050319 GOOD USPSQD CP0552 CP0552 STATION DESCRIPTION CP0552 CP0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0552'IN VICKSBURG. CP0552'AT THE U.S. POST OFFICE AND COURTHOUSE AT VICKSBURG, MIDWAY BETWEEN CP0552'WALNUT AND MONROE STREETS, 59 FEET SOUTH OF THE CENTERLINE OF CRAWFORD CP0552'STREET, 91 FEET WEST OF THE CENTER OF THE NORTH ENTRANCE TO THE CP0552'BUILDING, 13 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING, SET IN CP0552'THE TOP OF THE SOUTH END OF THE WEST CONCRETE RETAINING WALL FOR A CP0552'WINDOW BOX, 10 INCHES NORTH OF THE NORTH WALL OF THE BUILDING, ABOUT 1 CP0552'FOOT ABOVE LEVEL OF THE GROUND, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF CP0552'THE STREET. SEC 19, T 16N, R 3E. CP0552 CP0552 STATION RECOVERY (1979) CP0552 CP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CP0552'RECOVERED IN GOOD CONDITION. CP0552 CP0552 STATION RECOVERY (1992) CP0552 CP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0552'IN VICKSBURG, AT THE INTERSECTION OF WALNUT AND CRAWFORD STREETS, NEAR CP0552'THE SOUTH END OF THE WEST CONCRETE RETAINING WALL OF THE MOST CP0552'WESTERLY WINDOW BOX AT THE SOUTH FACE OF THE POST OFFICE, 43.8 M CP0552'(143.7 FT) EAST OF THE CENTERLINE OF WALNUT STREET, 18.2 M (59.7 FT) CP0552'SOUTH OF THE CENTERLINE OF CRAWFORD STREET, 3.8 M (12.5 FT) EAST OF CP0552'THE NORTHWEST CORNER OF THE BUILDING, 1.0 M (3.3 FT) ABOVE THE LEVEL CP0552'OF THE STREETS, AND 0.3 M (1.0 FT) SOUTH OF THE SOUTH FACE OF THE CP0552'BUILDING. CP0552 CP0552 STATION RECOVERY (1992) CP0552 CP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0552'IN VICKSBURG, AT THE INTERSECTION OF WALNUT AND CRAWFORD STREETS, NEAR CP0552'THE SOUTH END OF THE WEST CONCRETE RETAINING WALL OF THE MOST CP0552'WESTERLY WINDOW BOX AT THE SOUTH FACE OF THE POST OFFICE, 43.8 M CP0552'(143.7 FT) EAST OF THE CENTERLINE OF CRAWFORD STREET, 3.8 M CP0552'(12.5 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, 1.0 M CP0552'(3.3 FT) ABOVE THE LEVEL OF THE STREET, AND 0.3 M (1.0 FT) SOUTH OF CP0552'THE SOUTH FACE OF THE BUILDING. CP0552 CP0552 STATION RECOVERY (1996) CP0552 CP0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS) CP0552'IN VICKSBURG, AT THE INTERSECTION OF WALNUT AND CRAWFORD STREETS, NEAR CP0552'THE SOUTH END OF A CONCRETE WINDOW WELL FOR THE WEST WINDOW ON THE CP0552'NORTH SIDE OF THE POST OFFICE AND COURTHOUSE, 43.8 M (143.7 FT) EAST CP0552'OF THE CENTERLINE OF WALNUT STREET, 27.7 M (90.9 FT) WEST OF THE CP0552'CENTER OF THE NORTH ENTRANCE INTO THE BUILDING, 18.2 M (59.7 FT) SOUTH CP0552'OF THE CENTERLINE OF CRAWFORD STREET, 3.8 M (12.5 FT) EAST OF THE CP0552'NORTHWEST CORNER OF THE BUILDING, AND 0.3 M (1.0 FT) NORTH OF THE CP0552'NORTH FACE OF THE BUILDING. CP0552 CP0552 STATION RECOVERY (2005) CP0552 CP0552'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0552'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0583 *********************************************************************** CP0583 DESIGNATION - P 236 CP0583 PID - CP0583 CP0583 STATE/COUNTY- MS/WARREN CP0583 USGS QUAD - REDWOOD (1962) CP0583 CP0583 *CURRENT SURVEY CONTROL CP0583 ___________________________________________________________________ CP0583* NAD 83(1986)- 32 28 09. (N) 090 48 34. (W) SCALED CP0583* NAVD 88 - 47.160 (meters) 154.72 (feet) ADJUSTED CP0583 ___________________________________________________________________ CP0583 GEOID HEIGHT- -26.58 (meters) GEOID03 CP0583 DYNAMIC HT - 47.106 (meters) 154.55 (feet) COMP CP0583 MODELED GRAV- 979,497.6 (mgal) NAVD 88 CP0583 CP0583 VERT ORDER - FIRST CLASS I CP0583 CP0583.The horizontal coordinates were scaled from a topographic map and have CP0583.an estimated accuracy of +/- 6 seconds. CP0583 CP0583.The orthometric height was determined by differential leveling CP0583.and adjusted by the National Geodetic Survey in July 1994. CP0583.WARNING-Repeat measurements at this control monument indicate possible CP0583.vertical movement. CP0583 CP0583.The geoid height was determined by GEOID03. CP0583 CP0583.The dynamic height is computed by dividing the NAVD 88 CP0583.geopotential number by the normal gravity value computed on the CP0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0583.degrees latitude (g = 980.6199 gals.). CP0583 CP0583.The modeled gravity was interpolated from observed gravity values. CP0583 CP0583; North East Units Estimated Accuracy CP0583;SPC MS W - 329,270. 655,240. MT (+/- 180 meters Scaled) CP0583 CP0583 SUPERSEDED SURVEY CONTROL CP0583 CP0583 NAVD 88 (06/15/91) 47.159 (m) 154.72 (f) UNKNOWN 1 1 CP0583 NGVD 29 (??/??/92) 47.21 (m) 154.9 (f) COMPUTED 1 1 CP0583 CP0583.Superseded values are not recommended for survey control. CP0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0583.See file dsdata.txt to determine how the superseded data were derived. CP0583 CP0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR058945(NAD 83) CP0583_MARKER: DV = VERTICAL CONTROL DISK CP0583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0583_SP_SET: COPPER-CLAD STEEL ROD CP0583_STAMPING: P 236 1973 CP0583_MARK LOGO: NGS CP0583_PROJECTION: FLUSH CP0583_MAGNETIC: I = MARKER IS A STEEL ROD CP0583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0583+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0583_ROD/PIPE-DEPTH: 8.3 meters CP0583 CP0583 HISTORY - Date Condition Report By CP0583 HISTORY - 1973 MONUMENTED NGS CP0583 HISTORY - 19920203 GOOD NGS CP0583 HISTORY - 20050319 GOOD USPSQD CP0583 CP0583 STATION DESCRIPTION CP0583 CP0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0583'0.70 MI SW FROM REDWOOD. CP0583'ABOUT 0.70 MILE SOUTHWEST ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0583'STATE HIGHWAY 3 AT REDWOOD, ABOUT 0.60 MILE SOUTHWEST OF THE REDWOOD CP0583'SCHOOL, 52.5 FEET EAST OF CENTER LINE OF THE HIGHWAY, 103 FEET EAST OF CP0583'AND ACROSS THE HIGHWAY FROM A UNDERGROUND TELEPHONE CABLE CANNISTER, CP0583'20.5 FEET NORTH OF A WOODS ROAD LEADING EASTERLY UP HILL, 7 FEET EAST CP0583'OF A 26-INCH OAK TREE, 0.8 FOOT WEST OF AN OLD FENCE LINE, 1 FOOT WEST CP0583'OF A STEEL ROD WITH A WIRED ON PLACK USED AS A WITNESS POST, ABOUT CP0583'LEVEL WITH THE HIGHWAY, AND ON THE TOP OF A COPPER COATED STEEL ROD CP0583'DRIVEN TO REFUSAL AT A DEPTH OF 27 FEET, THE DISK IS FLUSH WITH THE CP0583'SURFACE OF THE GROUND AND ENCASED IN A 4-INCH IRON PIPE PROJECTING 2 CP0583'INCHES. SECTION 7, T 17N, R 4E. CP0583 CP0583 STATION RECOVERY (1992) CP0583 CP0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0583'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0583'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0583'(CLAY STREET) IN VICKSBURG, THENCE 5.2 KM (3.25 MI) NORTHERLY ALONG CP0583'U.S. HIGHWAY 61, 16.0 M (52.5 FT) EAST OF THE CENTERLINE OF THE CP0583'NORTHBOUND LANES OF THE HIGHWAY, 6.3 M (20.7 FT) NORTH OF THE CENTER CP0583'OF A ROAD, 2.2 M (7.2 FT) EAST OF A 30-INCH OAK TREE, 0.3 M (1.0 FT) CP0583'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF A WITNESS CP0583'POST. NOTE--THE DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS FLUSH CP0583'WITH THE GROUND SURFACE. CP0583 CP0583 STATION RECOVERY (2005) CP0583 CP0583'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0583'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0832 *********************************************************************** CP0832 DESIGNATION - PARK CP0832 PID - CP0832 CP0832 STATE/COUNTY- MS/WARREN CP0832 USGS QUAD - VICKSBURG EAST (1962) CP0832 CP0832 *CURRENT SURVEY CONTROL CP0832 ___________________________________________________________________ CP0832* NAD 83(1993)- 32 22 18.93987(N) 090 50 28.25729(W) ADJUSTED CP0832* NAVD 88 - 118.212 (meters) 387.83 (feet) ADJUSTED CP0832 ___________________________________________________________________ CP0832 LAPLACE CORR- 0.22 (seconds) DEFLEC99 CP0832 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0832 DYNAMIC HT - 118.076 (meters) 387.39 (feet) COMP CP0832 MODELED GRAV- 979,480.3 (mgal) NAVD 88 CP0832 CP0832 HORZ ORDER - SECOND CP0832 VERT ORDER - SECOND CLASS 0 CP0832 CP0832.The horizontal coordinates were established by classical geodetic methods CP0832.and adjusted by the National Geodetic Survey in May 1994. CP0832 CP0832.The orthometric height was determined by differential leveling CP0832.and adjusted by the National Geodetic Survey in June 1991. CP0832 CP0832.The Laplace correction was computed from DEFLEC99 derived deflections. CP0832 CP0832.The geoid height was determined by GEOID03. CP0832 CP0832.The dynamic height is computed by dividing the NAVD 88 CP0832.geopotential number by the normal gravity value computed on the CP0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0832.degrees latitude (g = 980.6199 gals.). CP0832 CP0832.The modeled gravity was interpolated from observed gravity values. CP0832 CP0832; North East Units Scale Factor Converg. CP0832;SPC MS W - 318,503.735 652,208.574 MT 0.99997815 -0 16 18.9 CP0832;SPC LA N - 208,747.219 1,156,096.315 MT 0.99994606 +0 52 37.3 CP0832;UTM 15 - 3,583,711.559 703,105.084 MT 1.00010872 +1 09 22.5 CP0832 CP0832! - Elev Factor x Scale Factor = Combined Factor CP0832!SPC MS W - 0.99998561 x 0.99997815 = 0.99996376 CP0832!SPC LA N - 0.99998561 x 0.99994606 = 0.99993167 CP0832!UTM 15 - 0.99998561 x 1.00010872 = 1.00009433 CP0832 CP0832: Primary Azimuth Mark Grid Az CP0832:SPC MS W - PARK 1931 RM 2 198 10 01.4 CP0832:SPC LA N - PARK 1931 RM 2 197 01 05.2 CP0832:UTM 15 - PARK 1931 RM 2 196 44 20.0 CP0832 CP0832|---------------------------------------------------------------------| CP0832| PID Reference Object Distance Geod. Az | CP0832| dddmmss.s | CP0832| CP0830 PARK RM 1 146.993 METERS 10737 | CP0832| CP2763 VICKSBURG CORPS ENG RADIO MAST APPROX. 1.4 KM 1283520.8 | CP0832| CP2760 VICKSBURG NATL PARK WIS MEM APPROX. 0.7 KM 1740020.3 | CP0832| CP2759 VICKSBURG RAD STA WQBC MAST APPROX. 4.7 KM 1891943.0 | CP0832| CP0831 PARK RM 3 103.240 METERS 19358 | CP0832| CP2765 PARK 1931 RM 2 APPROX. 1.7 KM 1975342.5 | CP0832| CP2767 VICKSBURG NATL PARK LA MEM APPROX. 1.7 KM 1982216.0 | CP0832| CP2758 VICKSBURG NATL PARK MISS MEM APPROX. 2.3 KM 2051517.2 | CP0832| CP2770 VICKSBURG S MUNICIPAL TANK APPROX. 7.7 KM 2061900.8 | CP0832| CP2764 VICKSBURG N MUNICIPAL TANK APPROX. 1.5 KM 2162352.7 | CP0832| CP2775 VICKSBURG HOLY CH OF TRINITY APPROX. 4.5 KM 2333613.4 | CP0832| CP2757 VICKSBURG NATL PARK UNION MEM APPROX. 2.2 KM 2831126.7 | CP0832|---------------------------------------------------------------------| CP0832 CP0832 SUPERSEDED SURVEY CONTROL CP0832 CP0832 NAD 83(1986)- 32 22 18.95261(N) 090 50 28.25313(W) AD( ) 2 CP0832 NAD 27 - 32 22 18.43200(N) 090 50 27.87800(W) AD( ) 2 CP0832 NGVD 29 (??/??/92) 118.280 (m) 388.06 (f) ADJ UNCH 2 0 CP0832 CP0832.Superseded values are not recommended for survey control. CP0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0832.See file dsdata.txt to determine how the superseded data were derived. CP0832 CP0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0310583712(NAD 83) CP0832_MARKER: DS = TRIANGULATION STATION DISK CP0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0832_STAMPING: PARK 1931 CP0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0832+STABILITY: SURFACE MOTION CP0832 CP0832 HISTORY - Date Condition Report By CP0832 HISTORY - 1931 MONUMENTED CGS CP0832 HISTORY - 1932 GOOD CGS CP0832 HISTORY - 1959 GOOD CGS CP0832 HISTORY - 1967 GOOD MSHD CP0832 HISTORY - 1971 GOOD MSHD CP0832 HISTORY - 1972 GOOD MSSU CP0832 HISTORY - 1974 GOOD MSSU CP0832 HISTORY - 1980 GOOD MSSU CP0832 HISTORY - 19811001 GOOD MSSU CP0832 HISTORY - 19820301 GOOD MSSU CP0832 HISTORY - 1983 GOOD MSU CP0832 HISTORY - 1985 GOOD MSSU CP0832 HISTORY - 19950812 POOR USPSQD CP0832 HISTORY - 20050319 POOR USPSQD CP0832 CP0832 STATION DESCRIPTION CP0832 CP0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP) CP0832'STATION IS ABOUT 3 MILES NE OF VICKSBURG, ON THE GROUNDS. CP0832'OF THE NATIONAL MILITARY PARK. ABOUT 1.2 MILES NW OF THE CP0832'ILLINOIS MEMORIAL DOME AND NEAR A LOOP ON THE GRAVEYARD ROAD. CP0832'THE MARK IS 16.6 METERS W OF A TABLET FOR IOWA, SECOND BATTERY, CP0832'LIGHT ARTILLERY, SET NEAR A PARROT RIFLE ON A KNOLL W OF A CP0832'GRAVEL ROAD. 33.4 METERS NW OF NW CORNER OF A SMALL GRANITE CP0832'MONUMENT FOR IOWA, SECOND BATTERY. AND 18.5 METERS E OF A CP0832'2 1/2-FOOT OAK TREE. THE MARK IS NOT ON THE HIGHEST POINT CP0832'WHICH IS OCCUPIED BY THE PARROT RIFLE. CP0832' CP0832'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE CP0832'DISKS SET IN CONCRETE. CP0832' CP0832'REFERENCE MARK NO. 1 IS NE OF THE STATION 1 METER W OF A FENCE CP0832'ALONG THE FRONT YARD OF THREE HOUSES ON EDGE OF PARK, AND ABOUT CP0832'IN LINE WITH THE RIGHT SIDE OF THE CENTER HOUSE. REFERENCE CP0832'MARK NO. 2 IS S OF THE STATION ABOUT 1 MILE. 14.4 METERS CP0832'E OF THE NE CORNER OF THE LOUISIANA MONUMENT AND 16.0 METERS CP0832'NE OF THE SE CORNER. CP0832' CP0832'HEIGHT OF SIGNAL ABOVE STATION MARK - 32 METERS. CP0832 CP0832 STATION RECOVERY (1932) CP0832 CP0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (RGA) CP0832'RECOVERED AS DESCRIBED. CP0832 CP0832 STATION RECOVERY (1959) CP0832 CP0832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR) CP0832'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION. CP0832'DISCREPANCIES WERE FOUND IN THE BEARINGS TO REFERENCE MARKS 1 CP0832'AND 2. REFERENCE MARK 3 WAS ESTABLISHED. FOLLOWING IS A CP0832'NEW AND COMPLETE DESCRIPTION. CP0832' CP0832'STATION IS LOCATED IN THE EAST CENTRAL PART OF THE VICKSBURG CP0832'NATIONAL MILITARY PARK, ABOUT 3 MILES NORTHEAST OF VICKSBURG, CP0832'1-1/2 MILES SOUTHEAST OF U.S. HIGHWAY 61, 1-1/2 MILES WEST CP0832'OF THE CULKIN ACADEMY AND 111 FEET NORTHWEST OF GRAVEYARD CP0832'ROAD. CP0832' CP0832'REACHED FROM THE NATIONAL MILITARY PARK HEADQUARTERS AND CP0832'MUSEUM, IN THE EAST EDGE OF VICKSBURG, BY GOING NORTHERLY CP0832'ON CONFEDERATE AVENUE FOR 0.85 MILE TO THE LOUISIANA MONUMENT CP0832'ON THE LEFT AND REFERENCE MARK 2 AS DESCRIBED, CONTINUE ON CP0832'CONFEDERATE AVENUE FOR 0.1 MILE TO A FIVE POINT INTERSECTION, CP0832'CONTINUE ON CONFEDERATE AVENUE FOR 0.95 MILE TO A CP0832'T-INTERSECTION, TURN RIGHT ONTO GRAVEYARD ROAD AND FOLLOW THIS CP0832'ROAD EASTERLY FOR 0.2 MILE TO A LARGE CANNON ON THE LEFT CP0832'AND THE STATION. CP0832' CP0832'STATION MARKS ARE STANDARD DISKS, STAMPED PARK 1931. THE CP0832'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE CP0832'POST PROJECTING 2 INCHES. IT IS 111 FEET NORTHWEST OF THE CP0832'CENTER OF GRAVEYARD ROAD, 58.6 FEET SOUTHEAST OF A TRIANGLE CP0832'BLAZE ON THE SOUTH SIDE OF A 36-INCH OAK TREE, 65 FEET NORTHWEST CP0832'OF A BLACK CANNON AND 43 FEET WEST OF A TRIANGLE BLAZE ON CP0832'THE WEST SIDE OF A 30-INCH OAK TREE. CP0832' CP0832'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED PARK NO 1 1931, CP0832'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST PROJECTING CP0832'2 INCHES. IT IS 57 FEET SOUTHEAST OF THE CENTER OF GRAVEYARD CP0832'ROAD, 39 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 22 FEET CP0832'EAST OF THE SOUTHEAST CORNER OF A SMALL GRANITE MONUMENT CP0832'AND 4 FEET WEST OF A WEST YARD FENCE. CP0832' CP0832'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED PARK NO 2 1931, CP0832'SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE POST FLUSH WITH CP0832'THE GROUND SURFACE. IT IS 178 FEET SOUTHWEST OF A SMALL MARBLE CP0832'MONUMENT, 52.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CP0832'BASE OF THE LOUISIANA MONUMENT, 47.3 FEET EAST OF THE NORTHEAST CP0832'CORNER OF THE BASE OF THE MONUMENT AND 45.6 FEET WEST OF THE CP0832'CENTER OF CONFEDERATE AVENUE. CP0832' CP0832'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PARK NO 3 1931, CP0832'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST FLUSH CP0832'WITH THE GROUND SURFACE. IT IS 155 FEET SOUTH OF THE TRIANGLE CP0832'BLAZE ON THE SOUTH SIDE OF THE 36-INCH OAK TREE, 73 FEET CP0832'SOUTHWEST OF THE CANNON, 37 FEET NORTHWEST OF THE CENTER OF CP0832'GRAVEYARD ROAD AND 9.9 FEET EAST OF THE SOUTHEAST CORNER CP0832'OF A SMALL GRANITE MONUMENT. CP0832' CP0832'HEIGHT OF LIGHTS SHOWN 30 METERS. CP0832 CP0832 STATION RECOVERY (1967) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0832'THE STATION WAS VISITED AND ALL MARKS WERE FOUND IN GOOD CP0832'CONDITION. CP0832' CP0832'THE STATION IS LOCATED IN THE EAST CENTRAL PART OF THE VICKSBURG CP0832'NATIONAL PARK, APPROXIMATELY 3 MILES NORTHEAST OF VICKSBURG, CP0832'1.5 MILES SOUTHEAST OF OLD U.S. HIGHWAY 61 AND 1.5 MILES WEST CP0832'OF CULKIN ACADEMY. CP0832' CP0832'TO REACH FROM THE VICKSBURG NATIONAL PARK HEADQUARTERS, GO NORTHEAST CP0832'ON CONFEDERATE AVENUE FOR 0.85 MILE TO THE LOUISIANA MONUMENT CP0832'AND R.M. 2 ON THE LEFT. CONTINUE (NORTHEAST) ON CONFEDERATE CP0832'AVENUE FOR 0.1 MILE TO A FIVE WAY INTERSECTION. CONTINUE CP0832'(NORTHWEST) ON CONFEDERATE AVENUE FOR 0.85 MILE TO GRAVEYARD CP0832'ROAD ON THE RIGHT. TURN RIGHT (EAST) AND CONTINUE ON GRAVEYARD CP0832'ROAD FOR 0.3 MILE TO A CANNON AND THE STATION ON THE LEFT. CP0832'TO REACH R.M. 1 CONTINUE (EAST) ON GRAVEYARD ROAD FOR 0.1 CP0832'MILE TO A T INTERSECTION AND THE MARK AS DESCRIBED. CP0832' CP0832'ALL MARKS ARE STANDARD DISK SET IN THE TOP OF A 12 IN SQUARE, CP0832'CONCRETE POST, EXCEPT R.M. 3 WHICH IS SET IN THE TOP OF AN CP0832'11 IN SQUARE, CONCRETE POST. THE STATION DISK IS STAMPED PARK CP0832'1931 AND PROJECTS 2 INCHES. IT IS 111 FEET NORTHWEST OF CP0832'THE CENTER OF GRAVEYARD ROAD, 65 FEET NORTHWEST OF A BLACK CP0832'CANNON, 48 FEET NORTHWEST OF A 20 IN CEDAR, 58.6 FEET SOUTHEAST CP0832'OF A TRIANGULAR BLAZED 36 IN OAK, 43 FEET WEST OF A TRIANGULAR CP0832'BLAZED 30 IN OAK AND 23 FEET WEST OF THE CENTER OF A TRACK CP0832'ROAD. CP0832' CP0832'R.M. 1 IS STAMPED PARK NO. 1 1931 AND IS FLUSH WITH THE GROUND. CP0832'IT IS 86 FEET EAST OF THE CENTER OF THE T INTERSECTION, 57 CP0832'FEET SOUTHEAST OF THE CENTER OF GRAVEYARD ROAD, 39.5 FEET WEST CP0832'OF THE SOUTHWEST CORNER OF A WHITE HOUSE, 37 FEET NORTHEAST CP0832'OF THE CENTER OF THE DRIVEWAY, AND 19.5 FEET EAST OF THE CP0832'SOUTHEAST CORNER OF AN ILLINOIS MONUMENT. CP0832' CP0832'R.M. 2 IS STAMPED PARK NO. 2 1931 AND IS FLUSH WITH THE GROUND. CP0832'IT IS 52.6 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE CP0832'LOUISIANA MONUMENT, 47.3 FEET EAST OF THE NORTHEAST CORNER CP0832'OF THE MONUMENT, AND 45.6 FEET WEST OF THE CENTER OF CONFEDERATE CP0832'AVENUE. CP0832' CP0832'R.M. 3 IS STAMPED PARK NO. 3 1931 AND IS FLUSH WITH THE GROUND. CP0832'IT IS 155 FEET SOUTH OF A TRIANGULAR BLAZED 36 IN OAK, 73 FEET CP0832'NORTHWEST OF A CANNON, 37 FEET NORTHWEST OF THE CENTER OF CP0832'GRAVEYARD ROAD, 23 FEET SOUTHEAST OF A 12 IN PINE AND 10 CP0832'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE IOWA 2ND BATTERY CP0832'MONUMENT. CP0832' CP0832'(NOTE) THE STATION WILL NOT SEE R.M. 2 FROM THE GROUND AND CP0832'WILL TAKE SOME CLEARING CLOSE TO THE STATION TO SEE THE CP0832'LOUISIANA MONUMENT. CP0832 CP0832 STATION RECOVERY (1971) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0832'3 MI NE FROM VICKSBURG. CP0832'THE MARK IS LOCATED IN THE EAST CENTRAL PART OF THE VICKSBURG NATIONAL CP0832'PARK, APPROXIMATELY 3 MILES NORTHEAST OF VICKSBURG, 1.5 MILES CP0832'SOUTHEAST OF OLD U.S. HIGHWAY 61, 1.5 MILES WEST OF THE CULKIN CP0832'ACADEMY, AND 0.85 MILE WEST OF NEW U.S. HIGHWAY 61. IT IS 111 FEET CP0832'NORTHWEST OF THE CENTER OF GRAVEYARD ROAD, 65 FEET NORTHWEST OF A CP0832'BLACK CANNON, 48 FEET NORTHWEST OF A 20-INCH CEDAR, 58.5 FEET CP0832'SOUTHEAST OF A 40-INCH TRIANGULAR BLAZED OAK, 43 FEET WEST OF A CP0832'30-INCH TRIANGULAR BLAZED OAK. IT IS SET IN THE TOP OF A 12-INCH CP0832'SQUARE CONCRETE POST ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD AND CP0832'PROJECTS 3 INCHES. NOTE-- TO REACH THE MARK FROM THE VICKSBURG CP0832'NATIONAL PARK VISTORS CENTER GO WEST AND NORTHWEST ON CONFEDERATE CP0832'AVENUE FOR 0.95 MILE TO GRAVEYARD ROAD ON THE RIGHT. TURN RIGHT AND CP0832'CONTINUE EAST ON GRAVEYARD ROAD FOR 0.3 MILE TO A CANNON AND THE MARK CP0832'ON THE LEFT. CP0832 CP0832 STATION RECOVERY (1972) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (GP) CP0832'$ CP0832'PARK 1931-GOOD CP0832' CP0832'PARK NO 1 1931-GOOD CP0832' CP0832'PARK NO 2 1931-GOOD CP0832' CP0832'PARK NO 3 1931-GOOD CP0832 CP0832 STATION RECOVERY (1974) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (JB) CP0832'$ CP0832'PARK 1931-GOOD CP0832' CP0832'PARK NO 1 1931-GOOD CP0832' CP0832'PARK NO 2 1931-GOOD CP0832' CP0832'PARK NO 3 1931-GOOD CP0832 CP0832 STATION RECOVERY (1980) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB) CP0832'STATION, REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD CONDITION. CP0832 CP0832 STATION RECOVERY (1981) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0832'RECOVERED IN GOOD CONDITION. CP0832 CP0832 STATION RECOVERY (1982) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP0832'RECOVERED IN GOOD CONDITION. CP0832 CP0832 STATION RECOVERY (1983) CP0832 CP0832'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1983 (LW) CP0832'ALL MARKS RECOVERED GOOD. CP0832 CP0832 STATION RECOVERY (1985) CP0832 CP0832'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1985 (MF) CP0832'PARK 1931 FOUND FAIR. CP0832' CP0832'PARK NO 1 1931 FOUND GOOD. CP0832' CP0832'PARK NO 2 1931 FOUND GOOD. CP0832' CP0832'PARK NO 3 1931 FOUND GOOD. CP0832 CP0832 STATION RECOVERY (1995) CP0832 CP0832'RECOVERY NOTE BY US POWER SQUADRON 1995 CP0832'MARK RECOVERED IN POOR CONDITION. CP0832 CP0832 STATION RECOVERY (2005) CP0832 CP0832'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP0832'DISK IS MISSING, BUT DISK STUB STILL IS PRESENT IN CONCRETE SETTING. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2765 *********************************************************************** CP2765 DESIGNATION - PARK 1931 RM 2 CP2765 PID - CP2765 CP2765 STATE/COUNTY- MS/WARREN CP2765 USGS QUAD - VICKSBURG EAST (1962) CP2765 CP2765 *CURRENT SURVEY CONTROL CP2765 ___________________________________________________________________ CP2765* NAD 83(1993)- 32 21 25.81074(N) 090 50 48.46855(W) ADJUSTED CP2765* NAVD 88 - 119. (meters) 390. (feet) SCALED CP2765 ___________________________________________________________________ CP2765 LAPLACE CORR- 0.18 (seconds) DEFLEC99 CP2765 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2765 CP2765 HORZ ORDER - SECOND CP2765 CP2765.The horizontal coordinates were established by classical geodetic methods CP2765.and adjusted by the National Geodetic Survey in May 1994. CP2765 CP2765.The orthometric height was scaled from a topographic map. CP2765 CP2765.The Laplace correction was computed from DEFLEC99 derived deflections. CP2765 CP2765.The geoid height was determined by GEOID03. CP2765 CP2765; North East Units Scale Factor Converg. CP2765;SPC MS W - 316,869.738 651,672.386 MT 0.99997879 -0 16 29.3 CP2765;SPC LA N - 207,102.855 1,155,593.014 MT 0.99994406 +0 52 26.6 CP2765;UTM 15 - 3,582,064.495 702,609.715 MT 1.00010625 +1 09 10.0 CP2765 CP2765! - Elev Factor x Scale Factor = Combined Factor CP2765!SPC MS W - 0.99998549 x 0.99997879 = 0.99996428 CP2765!SPC LA N - 0.99998549 x 0.99994406 = 0.99992955 CP2765!UTM 15 - 0.99998549 x 1.00010625 = 1.00009174 CP2765 CP2765: Primary Azimuth Mark Grid Az CP2765:SPC MS W - VICKSBURG NATL PARK MISS MEM 225 05 36.1 CP2765:SPC LA N - VICKSBURG NATL PARK MISS MEM 223 56 40.2 CP2765:UTM 15 - VICKSBURG NATL PARK MISS MEM 223 39 56.8 CP2765 CP2765|---------------------------------------------------------------------| CP2765| PID Reference Object Distance Geod. Az | CP2765| dddmmss.s | CP2765| CP2760 VICKSBURG NATL PARK WIS MEM APPROX. 1.1 KM 0334823.9 | CP2765| CP2766 VICKSBURG NATL PARK MINN MEM 146.135 METERS 16952 | CP2765| CP2758 VICKSBURG NATL PARK MISS MEM APPROX. 0.7 KM 2244906.8 | CP2765| CP2757 VICKSBURG NATL PARK UNION MEM APPROX. 2.7 KM 3225212.4 | CP2765|---------------------------------------------------------------------| CP2765 CP2765 SUPERSEDED SURVEY CONTROL CP2765 CP2765 NAD 83(1986)- 32 21 25.82349(N) 090 50 48.46436(W) AD( ) 2 CP2765 NAD 27 - 32 21 25.29900(N) 090 50 48.09000(W) AD( ) 2 CP2765 CP2765.Superseded values are not recommended for survey control. CP2765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2765.See file dsdata.txt to determine how the superseded data were derived. CP2765 CP2765_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0261082064(NAD 83) CP2765_MARKER: DR = REFERENCE MARK DISK CP2765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2765_SP_SET: TOP OF SQUARE CONCRETE MONUMENT CP2765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2765+STABILITY: SURFACE MOTION CP2765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2765+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2765 CP2765 HISTORY - Date Condition Report By CP2765 HISTORY - 1931 MONUMENTED CGS CP2765 HISTORY - 1966 GOOD MSHD CP2765 HISTORY - 1980 GOOD MSSU CP2765 HISTORY - 19811001 GOOD MSSU CP2765 HISTORY - 19820301 GOOD MSSU CP2765 HISTORY - 19950812 GOOD USPSQD CP2765 HISTORY - 20031130 GOOD MSU CP2765 HISTORY - 20050319 GOOD USPSQD CP2765 CP2765 STATION DESCRIPTION CP2765 CP2765'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1966 CP2765'THE STATION WAS VISITED 3-27-67 AND THE STATION WAS FOUND CP2765'IN GOOD CONDITION. CP2765' CP2765'THE STATION IS LOCATED IN THE EAST CENTER PART OF THE VICKSBURG CP2765'NATIONAL CEMETERY 0.1 MILE SOUTHWEST OF A FIVE POINT INTERSECTION CP2765'NEAR THE LOUISIANA MONUMENT. CP2765' CP2765'TO REACH FROM THE VICKSBURG NATIONAL PARK HEADQUARTERS, GO NORTHEAST CP2765'ON CONFEDERATE AVENUE FOR 0.85 MILE TO THE LOUISIANA MONUMENT CP2765'AND THE MARK ON THE LEFT AS DESCRIBED. CP2765' CP2765'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE, CP2765'CONCRETE POST. CP2765' CP2765'THE STATION DISK IS STAMPED PARK NO. 2 (1931) AND IS FLUSH CP2765'WITH THE GROUND SURFACE. IT IS 176 FEET SOUTHWEST OF A CP2765'SMALL MARBLE MONUMENT, 52.6 FEET NORTHEAST OF THE SOUTHEAST CP2765'CORNER OF THE BASE OF THE LOUISIANA MONUMENT, 47.3 FEET EAST CP2765'OF THE NORTHEAST CORNER OF THE BASE OF THE MONUMENT, AND 45.5 CP2765'FEET WEST OF THE CENTER OF CONFEDERATE AVENUE. CP2765 CP2765 STATION RECOVERY (1980) CP2765 CP2765'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB) CP2765'RECOVERED IN GOOD CONDITION. CP2765 CP2765 STATION RECOVERY (1981) CP2765 CP2765'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP2765'RECOVERED IN GOOD CONDITION. CP2765 CP2765 STATION RECOVERY (1982) CP2765 CP2765'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP2765'RECOVERED IN GOOD CONDITION. CP2765 CP2765 STATION RECOVERY (1995) CP2765 CP2765'RECOVERY NOTE BY US POWER SQUADRON 1995 CP2765'RECOVERED IN GOOD CONDITION. CP2765 CP2765 STATION RECOVERY (2003) CP2765 CP2765'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 2003 CP2765'RECOVERED IN GOOD CONDITION. CP2765 CP2765 STATION RECOVERY (2005) CP2765 CP2765'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP2765'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0830 *********************************************************************** CP0830 DESIGNATION - PARK RM 1 CP0830 PID - CP0830 CP0830 STATE/COUNTY- MS/WARREN CP0830 USGS QUAD - VICKSBURG EAST (1962) CP0830 CP0830 *CURRENT SURVEY CONTROL CP0830 ___________________________________________________________________ CP0830* NAD 83(1986)- 32 22 19. (N) 090 50 27. (W) SCALED CP0830* NAVD 88 - 113.395 (meters) 372.03 (feet) ADJUSTED CP0830 ___________________________________________________________________ CP0830 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0830 DYNAMIC HT - 113.264 (meters) 371.60 (feet) COMP CP0830 MODELED GRAV- 979,480.3 (mgal) NAVD 88 CP0830 CP0830 VERT ORDER - SECOND CLASS 0 CP0830 CP0830.The horizontal coordinates were scaled from a topographic map and have CP0830.an estimated accuracy of +/- 6 seconds. CP0830 CP0830.The orthometric height was determined by differential leveling CP0830.and adjusted by the National Geodetic Survey in June 1991. CP0830 CP0830.The geoid height was determined by GEOID03. CP0830 CP0830.The dynamic height is computed by dividing the NAVD 88 CP0830.geopotential number by the normal gravity value computed on the CP0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0830.degrees latitude (g = 980.6199 gals.). CP0830 CP0830.The modeled gravity was interpolated from observed gravity values. CP0830 CP0830; North East Units Estimated Accuracy CP0830;SPC MS W - 318,510. 652,240. MT (+/- 180 meters Scaled) CP0830 CP0830 SUPERSEDED SURVEY CONTROL CP0830 CP0830 NGVD 29 (??/??/92) 113.463 (m) 372.25 (f) ADJ UNCH 2 0 CP0830 CP0830.Superseded values are not recommended for survey control. CP0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0830.See file dsdata.txt to determine how the superseded data were derived. CP0830 CP0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR031837(NAD 83) CP0830_MARKER: DR = REFERENCE MARK DISK CP0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0830_STAMPING: PARK NO 1 1931 CP0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0830+STABILITY: SURFACE MOTION CP0830 CP0830 HISTORY - Date Condition Report By CP0830 HISTORY - 1931 MONUMENTED CGS CP0830 HISTORY - 1971 GOOD MSHD CP0830 HISTORY - 19811001 GOOD MSSU CP0830 HISTORY - 19820301 GOOD MSSU CP0830 HISTORY - 19950812 GOOD USPSQD CP0830 HISTORY - 20050319 GOOD USPSQD CP0830 CP0830 STATION DESCRIPTION CP0830 CP0830'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0830'3.1 MI NE FROM VICKSBURG. CP0830'THE MARK IS LOCATED IN THE EAST CENTRAL PART OF THE VICKSBURG NATIONAL CP0830'PARK, APPROXIMATELY 3.1 MILES NORTHEAST OF VICKSBURG, 1.6 MILES CP0830'SOUTHEAST OF OLD U.S. HIGHWAY 61, 0.8 MILE WEST OF NEW U.S. HIGHWAY CP0830'61. IT IS 482.26 FEET EAST OF THE STATION, 57 FEET SOUTHEAST OF THE CP0830'CENTER OF UNION AVENUE, 88 FEET EAST OF THE CENTER OF A T CP0830'INTERSECTION, 19 FEET EAST OF THE EAST CORNER OF AN ILLINOIS MONUMENT, CP0830'14 FEET SOUTH OF A 9-INCH WALNUT, 14 FEET NORTHEAST OF A 12-INCH TWIN CP0830'HACKBERRY, 77 FEET NORTH OF A 36-INCH OAK, 1 FOOT EAST OF A METAL CP0830'WITNESS POST. IT IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST CP0830'ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. CP0830'NOTE-- TO REACH THE MARK FROM THE VICKSBURG NATIONAL PARK VISTORS CP0830'CENTER GO WEST AND NORTHWEST ON CONFEDERATE AVENUE FOR 1.4 MILES TO A CP0830'THREE WAY INTERSECTION. CONTINUE NORTH ON CONFEDERATE AVENUE FOR 0.95 CP0830'MILE TO GRAVEYARD ROAD ON THE RIGHT. TURN RIGHT AND CONTINUE EAST ON CP0830'GRAVEYARD ROAD FOR 0.4 MILE TO THE INTERSECTION OF UNION AVENUE AND CP0830'THE MARK AS DESCRIBED. CP0830 CP0830 STATION RECOVERY (1981) CP0830 CP0830'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0830'RECOVERED IN GOOD CONDITION. CP0830 CP0830 STATION RECOVERY (1982) CP0830 CP0830'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP0830'RECOVERED IN GOOD CONDITION. CP0830 CP0830 STATION RECOVERY (1995) CP0830 CP0830'RECOVERY NOTE BY US POWER SQUADRON 1995 CP0830'RECOVERED IN GOOD CONDITION. CP0830 CP0830 STATION RECOVERY (2005) CP0830 CP0830'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP0830'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0831 *********************************************************************** CP0831 DESIGNATION - PARK RM 3 CP0831 PID - CP0831 CP0831 STATE/COUNTY- MS/WARREN CP0831 USGS QUAD - VICKSBURG EAST (1962) CP0831 CP0831 *CURRENT SURVEY CONTROL CP0831 ___________________________________________________________________ CP0831* NAD 83(1986)- 32 22 19. (N) 090 50 27. (W) SCALED CP0831* NAVD 88 - 116.629 (meters) 382.64 (feet) ADJUSTED CP0831 ___________________________________________________________________ CP0831 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0831 DYNAMIC HT - 116.494 (meters) 382.20 (feet) COMP CP0831 MODELED GRAV- 979,480.3 (mgal) NAVD 88 CP0831 CP0831 VERT ORDER - SECOND CLASS 0 CP0831 CP0831.The horizontal coordinates were scaled from a topographic map and have CP0831.an estimated accuracy of +/- 6 seconds. CP0831 CP0831.The orthometric height was determined by differential leveling CP0831.and adjusted by the National Geodetic Survey in June 1991. CP0831 CP0831.The geoid height was determined by GEOID03. CP0831 CP0831.The dynamic height is computed by dividing the NAVD 88 CP0831.geopotential number by the normal gravity value computed on the CP0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0831.degrees latitude (g = 980.6199 gals.). CP0831 CP0831.The modeled gravity was interpolated from observed gravity values. CP0831 CP0831; North East Units Estimated Accuracy CP0831;SPC MS W - 318,510. 652,240. MT (+/- 180 meters Scaled) CP0831 CP0831 SUPERSEDED SURVEY CONTROL CP0831 CP0831 NGVD 29 (??/??/92) 116.697 (m) 382.86 (f) ADJ UNCH 2 0 CP0831 CP0831.Superseded values are not recommended for survey control. CP0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0831.See file dsdata.txt to determine how the superseded data were derived. CP0831 CP0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR031837(NAD 83) CP0831_MARKER: DR = REFERENCE MARK DISK CP0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0831_STAMPING: PARK NO 3 1931 CP0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0831+STABILITY: SURFACE MOTION CP0831 CP0831 HISTORY - Date Condition Report By CP0831 HISTORY - 1959 MONUMENTED CGS CP0831 HISTORY - 1971 GOOD MSHD CP0831 HISTORY - 19811001 GOOD MSSU CP0831 HISTORY - 19820301 GOOD MSSU CP0831 HISTORY - 19950812 GOOD USPSQD CP0831 HISTORY - 20050319 GOOD USPSQD CP0831 CP0831 STATION DESCRIPTION CP0831 CP0831'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1971 CP0831'3 MI NE FROM VICKSBURG. CP0831'THE MARK IS LOCATED IN THE EAST CENTRAL PART OF THE VICKSBURG NATIONAL CP0831'PARK, APPROXIMATELY 3 MILES NORTHEAST OF VICKSBURG, 1.5 MILES CP0831'SOUTHEAST OF OLD U.S. HIGHWAY 61, 1.5 MILES WEST OF THE CULKIN CP0831'ACADEMY, AND 0.85 MILE WEST OF NEW U.S. HIGHWAY 61. IT IS 103.24 FEET CP0831'SOUTH OF THE STATION, 37 FEET NORTHWEST OF THE CENTER OF GRAVEYARD CP0831'ROAD, 74 FEET SOUTHWEST OF A CANNON, 155 FEET SOUTH OF A TRIANGULAR CP0831'BLAZED 40-INCH OAK, 23 FEET SOUTHEAST OF A 14-INCH PINE, 10 FEET CP0831'NORTHEAST OF THE EAST CORNER OF THE IOWA 2ND BATTERY MONUMENT. IT IS CP0831'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST ABOUT 2 FEET ABOVE CP0831'THE LEVEL OF THE ROAD AND IS FLUSH WITH THE GROUND. NOTE-- TO REACH CP0831'THE MARK FROM THE VICKSBURG NATIONAL PARK VISTORS CENTER GO WEST AND CP0831'NORTHWEST ON CONFEDERATE AVENUE FOR 1.4 MILES TO A THREE WAY CP0831'INTERSECTION. CONTINUE NORTH ON CONFEDERATE AVENUE FOR 0.95 MILE TO CP0831'GRAVEYARD ROAD ON THE RIGHT. TURN RIGHT AND CONTINUE EAST ON CP0831'GRAVEYARD ROAD FOR 0.3 MILE TO A CANNON AND THE MARK ON THE LEFT. CP0831 CP0831 STATION RECOVERY (1981) CP0831 CP0831'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0831'RECOVERED IN GOOD CONDITION. CP0831 CP0831 STATION RECOVERY (1982) CP0831 CP0831'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP0831'RECOVERED IN GOOD CONDITION. CP0831 CP0831 STATION RECOVERY (1995) CP0831 CP0831'RECOVERY NOTE BY US POWER SQUADRON 1995 CP0831'RECOVERED IN GOOD CONDITION. CP0831 CP0831 STATION RECOVERY (2005) CP0831 CP0831'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP0831'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0645 *********************************************************************** CP0645 DESIGNATION - PBM VH 1 BOLT CP0645 PID - CP0645 CP0645 STATE/COUNTY- MS/WARREN CP0645 USGS QUAD - VICKSBURG WEST (1962) CP0645 CP0645 *CURRENT SURVEY CONTROL CP0645 ___________________________________________________________________ CP0645* NAD 83(1986)- 32 20 51. (N) 090 53 12. (W) SCALED CP0645* NAVD 88 - 28.56 (+/-2cm) 93.7 (feet) VERTCON CP0645 ___________________________________________________________________ CP0645 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0645 CP0645 VERT ORDER - FIRST CLASS II (See Below) CP0645 CP0645.The horizontal coordinates were scaled from a topographic map and have CP0645.an estimated accuracy of +/- 6 seconds. CP0645 CP0645.The NAVD 88 height was computed by applying the VERTCON shift value to CP0645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0645.The vertical order pertains to the NGVD 29 superseded value. CP0645 CP0645.The geoid height was determined by GEOID03. CP0645 CP0645; North East Units Estimated Accuracy CP0645;SPC MS W - 315,820. 647,910. MT (+/- 180 meters Scaled) CP0645 CP0645 SUPERSEDED SURVEY CONTROL CP0645 CP0645 NGVD 29 (??/??/92) 28.598 (m) 93.83 (f) ADJ UNCH 1 2 CP0645 CP0645.Superseded values are not recommended for survey control. CP0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0645.See file dsdata.txt to determine how the superseded data were derived. CP0645 CP0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR988809(NAD 83) CP0645_MARKER: B = BOLT CP0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0645_SP_SET: STONE CP0645_STAMPING: PBM VH 1 CP0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0645+STABILITY: SURFACE MOTION CP0645 CP0645 HISTORY - Date Condition Report By CP0645 HISTORY - UNK MONUMENTED DOD CP0645 HISTORY - 1934 GOOD DOD CP0645 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0645 CP0645 STATION DESCRIPTION CP0645 CP0645'DESCRIBED BY US DEPARTMENT OF DEFENSE 1934 CP0645'IN VICKSBURG. CP0645'AT VICKSBURG, WARREN COUNTY, ON THE EAST BANK OF THE YAZOO DIVERSION CP0645'CANAL, ABOUT 520 FEET NORTHEAST OF THE NORTH END OF THE VICKSBURG CP0645'HARBER REVETMENT, ABOUT 270 FEET NORTHWEST OF THE INTERSECTION OF THE CP0645'YAZOO AND MISSISSIPPI VALLEY RAILROAD TRACK AND VETO STREET, 17 FEET CP0645'IN FRONT OF GATE 7 OF THE CITY SEA WALL, WEST OF A VACANT LOT BETWEEN CP0645'THE P.P. WILLIAMS WAREHOUSES 3 AND 4, AND 12 FEET WEST OF A RAILROAD CP0645'SPUR TRACK. A COPPER BOLT, SET IN THE TOP OF A STONE ABOVE GROUND, CP0645'ACCESS TO WHICH IS HAD THROUGH AN IRON PIPE BEARING A CORPS OF CP0645'ENGINEERS, U.S. ARMY, STANDARD CAP, STAMPED PBM VH 1. CP0645 CP0645 STATION RECOVERY (2005) CP0645 CP0645'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0645'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0675 *********************************************************************** CP0675 DESIGNATION - Q 167 CP0675 PID - CP0675 CP0675 STATE/COUNTY- MS/WARREN CP0675 USGS QUAD - REDWOOD (1962) CP0675 CP0675 *CURRENT SURVEY CONTROL CP0675 ___________________________________________________________________ CP0675* NAD 83(1986)- 32 24 04. (N) 090 47 23. (W) SCALED CP0675* NAVD 88 - 80.542 (meters) 264.24 (feet) ADJUSTED CP0675 ___________________________________________________________________ CP0675 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0675 DYNAMIC HT - 80.449 (meters) 263.94 (feet) COMP CP0675 MODELED GRAV- 979,485.6 (mgal) NAVD 88 CP0675 CP0675 VERT ORDER - FIRST CLASS II CP0675 CP0675.The horizontal coordinates were scaled from a topographic map and have CP0675.an estimated accuracy of +/- 6 seconds. CP0675 CP0675.The orthometric height was determined by differential leveling CP0675.and adjusted by the National Geodetic Survey in June 1991. CP0675 CP0675.The geoid height was determined by GEOID03. CP0675 CP0675.The dynamic height is computed by dividing the NAVD 88 CP0675.geopotential number by the normal gravity value computed on the CP0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0675.degrees latitude (g = 980.6199 gals.). CP0675 CP0675.The modeled gravity was interpolated from observed gravity values. CP0675 CP0675; North East Units Estimated Accuracy CP0675;SPC MS W - 321,720. 657,070. MT (+/- 180 meters Scaled) CP0675 CP0675 SUPERSEDED SURVEY CONTROL CP0675 CP0675 NGVD 29 (??/??/92) 80.596 (m) 264.42 (f) ADJ UNCH 1 2 CP0675 CP0675.Superseded values are not recommended for survey control. CP0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0675.See file dsdata.txt to determine how the superseded data were derived. CP0675 CP0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR078870(NAD 83) CP0675_MARKER: DB = BENCH MARK DISK CP0675_SETTING: 36 = SET IN A MASSIVE STRUCTURE CP0675_SP_SET: BUILDING CP0675_STAMPING: Q 167 1944 CP0675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0675+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0675 CP0675 HISTORY - Date Condition Report By CP0675 HISTORY - 1944 MONUMENTED CGS CP0675 HISTORY - 1968 GOOD NGS CP0675 HISTORY - 20030719 GOOD USPSQD CP0675 HISTORY - 20050314 GOOD USPSQD CP0675 HISTORY - 20050319 GOOD USPSQD CP0675 CP0675 STATION DESCRIPTION CP0675 CP0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 CP0675'10.85 MI NE FROM VICKSBURG. CP0675'5.1 MILES E OF THE POST OFFICE AT VICKSBURG, ALONG U.S. HIGHWAY NO. CP0675'80, THENCE 5.5 MILES NORTH ALONG GRADED COUNTY ROAD, AT THE VICKSBURG CP0675'AIRPORT, SET VERTICALLY IN THE CIVIL AERONAUTICS ADMINISTRATION CP0675'BUILDING, IN THE WEST BRICK WALL, 8 FEET SOUTH OF THE WEST ENTRANCE TO CP0675'BUILDING, ABOUT 4 FEET ABOVE THE GROUND, BRONZE DISK SET VERTICALLY. CP0675 CP0675 STATION RECOVERY (2003) CP0675 CP0675'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP0675'THIS LOCATION IS NO LONGER AN AIRPORT. THE BUILDING IS PAINTED DARK CP0675'GREY, AND IS A RESIDENCE.THE HOUSE NUMBER IS 2120. A SIGN IN FRONT OF CP0675'RESIDENCE, CHOTAW FARMS DR. GEORGE N MARTIN OAKRIDGE. CP0675 CP0675 STATION RECOVERY (2005) CP0675 CP0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP0675'RECOVERED IN GOOD CONDITION. CP0675 CP0675 STATION RECOVERY (2005) CP0675 CP0675'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0675'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0548 *********************************************************************** CP0548 DESIGNATION - Q 225 CP0548 PID - CP0548 CP0548 STATE/COUNTY- MS/WARREN CP0548 USGS QUAD - VICKSBURG EAST (1962) CP0548 CP0548 *CURRENT SURVEY CONTROL CP0548 ___________________________________________________________________ CP0548* NAD 83(1986)- 32 20 42. (N) 090 51 53. (W) SCALED CP0548* NAVD 88 - 71.531 (meters) 234.68 (feet) ADJUSTED CP0548 ___________________________________________________________________ CP0548 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0548 DYNAMIC HT - 71.448 (meters) 234.41 (feet) COMP CP0548 MODELED GRAV- 979,481.8 (mgal) NAVD 88 CP0548 CP0548 VERT ORDER - FIRST CLASS I CP0548 CP0548.The horizontal coordinates were scaled from a topographic map and have CP0548.an estimated accuracy of +/- 6 seconds. CP0548 CP0548.The orthometric height was determined by differential leveling CP0548.and adjusted by the National Geodetic Survey in June 1991. CP0548 CP0548.The geoid height was determined by GEOID03. CP0548 CP0548.The dynamic height is computed by dividing the NAVD 88 CP0548.geopotential number by the normal gravity value computed on the CP0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0548.degrees latitude (g = 980.6199 gals.). CP0548 CP0548.The modeled gravity was interpolated from observed gravity values. CP0548 CP0548; North East Units Estimated Accuracy CP0548;SPC MS W - 315,530. 649,980. MT (+/- 180 meters Scaled) CP0548 CP0548 SUPERSEDED SURVEY CONTROL CP0548 CP0548 NGVD 29 (??/??/??) 71.561 (m) 234.78 (f) ADJUSTED 1 1 CP0548 CP0548.Superseded values are not recommended for survey control. CP0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0548.See file dsdata.txt to determine how the superseded data were derived. CP0548 CP0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR009806(NAD 83) CP0548_MARKER: DB = BENCH MARK DISK CP0548_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0548_SP_SET: 90 FT CP0548_STAMPING: Q 225 1968 CP0548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0548 CP0548 HISTORY - Date Condition Report By CP0548 HISTORY - 1968 MONUMENTED CGS CP0548 HISTORY - 1973 GOOD NGS CP0548 HISTORY - 19920204 MARK NOT FOUND NGS CP0548 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0548 CP0548 STATION DESCRIPTION CP0548 CP0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0548'1.35 MI E FROM VICKSBURG. CP0548'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0548'COURTHOUSE AT VICKSBURG, THENCE 0.95 MILE EAST ALONG THE ILLINOIS CP0548'CENTRAL RAILROAD, AT THE NORTHEAST CORNER OF THE TEMPLE JUNIOR HIGH CP0548'SCHOOL ATHLETIC FIELD, 24 FEET SOUTH OF THE SOUTH RAIL, 6 RAILS WEST CP0548'OF THE RAILROAD UNDERPASS FOR MISSION 66 ROAD, 92 1/2 FEET EAST OF A CP0548'POLE WHICH BEARS LIGHTS FOR THE ATHLETIC FIELD, 85 FEET NORTH OF A 28 CP0548'INCH PECAN TREE, 24 FEET SOUTHWEST OF A TELEPHONE POLE, 6 1/2 FEET CP0548'NORTHWEST OF A BRACE POLE, 3 1/2 FEET WEST OF A STEEL CORNER FENCE CP0548'POST, 1 1/2 FEET NORTH OF A CHAIN LINK FENCE, 1.3 FEET SOUTHEAST OF A CP0548'METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND CP0548'ON THE TOP OF A COPPER COATED ROD AND PROTECTED BY A 6-INCH CAST IRON CP0548'PIPE WHICH PROJECTS 5 INCHES. THE ROD WAS DRIVEN TO A DEPTH OF 90 CP0548'FEET. SEC 21, T 16N, R 3E. CP0548 CP0548 STATION RECOVERY (1992) CP0548 CP0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0548'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. CP0548 CP0548 STATION RECOVERY (2005) CP0548 CP0548'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP0548'MARKER MAY STILL EXIST. ALTHOUGH POWER POLE AND CHAIN LINK FENCE NO CP0548'LONGER EXIST, REMNANTS OF THE FENCE WERE FOUND AND AREA IS UNDER CP0548'SEVERAL FEET OF EARTH FILL. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0587 *********************************************************************** CP0587 DESIGNATION - R 236 CP0587 PID - CP0587 CP0587 STATE/COUNTY- MS/WARREN CP0587 USGS QUAD - REDWOOD (1962) CP0587 CP0587 *CURRENT SURVEY CONTROL CP0587 ___________________________________________________________________ CP0587* NAD 83(1986)- 32 28 59. (N) 090 48 12. (W) SCALED CP0587* NAVD 88 - 37.345 (meters) 122.52 (feet) ADJUSTED CP0587 ___________________________________________________________________ CP0587 GEOID HEIGHT- -26.58 (meters) GEOID03 CP0587 DYNAMIC HT - 37.303 (meters) 122.38 (feet) COMP CP0587 MODELED GRAV- 979,498.5 (mgal) NAVD 88 CP0587 CP0587 VERT ORDER - FIRST CLASS I CP0587 CP0587.The horizontal coordinates were scaled from a topographic map and have CP0587.an estimated accuracy of +/- 6 seconds. CP0587 CP0587.The orthometric height was determined by differential leveling CP0587.and adjusted by the National Geodetic Survey in June 1991. CP0587 CP0587.The geoid height was determined by GEOID03. CP0587 CP0587.The dynamic height is computed by dividing the NAVD 88 CP0587.geopotential number by the normal gravity value computed on the CP0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0587.degrees latitude (g = 980.6199 gals.). CP0587 CP0587.The modeled gravity was interpolated from observed gravity values. CP0587 CP0587; North East Units Estimated Accuracy CP0587;SPC MS W - 330,810. 655,830. MT (+/- 180 meters Scaled) CP0587 CP0587 SUPERSEDED SURVEY CONTROL CP0587 CP0587 NGVD 29 (??/??/92) 37.42 (m) 122.8 (f) COMPUTED 1 1 CP0587 CP0587.Superseded values are not recommended for survey control. CP0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0587.See file dsdata.txt to determine how the superseded data were derived. CP0587 CP0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR064961(NAD 83) CP0587_MARKER: DV = VERTICAL CONTROL DISK CP0587_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0587_SP_SET: COPPER-CLAD STEEL ROD CP0587_STAMPING: R 236 1973 CP0587_MARK LOGO: NGS CP0587_PROJECTION: FLUSH CP0587_MAGNETIC: I = MARKER IS A STEEL ROD CP0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0587+SATELLITE: SATELLITE OBSERVATIONS - February 03, 1992 CP0587_ROD/PIPE-DEPTH: 7.3 meters CP0587 CP0587 HISTORY - Date Condition Report By CP0587 HISTORY - 1973 MONUMENTED NGS CP0587 HISTORY - 19920203 GOOD NGS CP0587 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0587 CP0587 STATION DESCRIPTION CP0587 CP0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0587'0.30 MI E FROM REDWOOD. CP0587'ABOUT 0.30 MILES NORTHEAST ALONG STATE HIGHWAY 3 FROM THE JUNCTION OF CP0587'U.S. HIGHWAY 61 AT REDWOOD, ABOUT 130 YARDS (PACED) NORTH-NORTHWEST OF CP0587'AND ACROSS STATE HIGHWAY 3 FROM THE NORTHWEST CORNER OF THE POST CP0587'OFFICE AT REDWOOD, 78 1/2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, CP0587'62.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A FRAME BUILDING (BELL CP0587'TELEPHONE COMPANY BUILDING), 32 FEET WEST OF A 30-INCH OAK TREE, 15 CP0587'FEET WEST OF A POWER POLE SUPPORTING A TELEPHONE CABLE, 1 FOOT SOUTH CP0587'OF A METAL WITNESS POST, AND ON TOP OF A COPPER COATED STEEL ROD CP0587'2-INCHES BELOW THE LEVEL OF THE GROUND, PROTECTED IN A 4-INCH IRON CP0587'PIPE FLUSH WITH THE GROUND. THE ROD WAS DRIVEN TO A REFUSAL DEPTH OF CP0587'24 FEET. SECTION 3, T 17N, R 4E. CP0587 CP0587 STATION RECOVERY (1992) CP0587 CP0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0587'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0587'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0587'(CLAY STREET) IN VICKSBURG, THENCE 6.3 KM (3.90 MI) NORTHERLY ALONG CP0587'U.S. HIGHWAY 61, THENCE 0.7 M (2.3 FT) NORTHEASTERLY ALONG A PAVED CP0587'ROAD (OLD STATE HIGHWAY 3), 118.9 M (390.1 FT) NORTH OF THE NORTHWEST CP0587'CORNER OF THE REDWOOD POST OFFICE, 24.0 M (78.7 FT) WEST OF THE CP0587'CENTERLINE OF THE HIGHWAY, 19.2 M (63.0 FT) SOUTH OF THE SOUTHEAST CP0587'CORNER OF A BLOCK BUILDING, 4.6 M (15.1 FT) WEST OF A UTILITY POLE, CP0587'0.6 M (2.0 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL CP0587'OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--THE CP0587'DISK IS ENCASED IN A 4-INCH METAL PIPE AND IS RECESSED 0.1 M CP0587'(0.3 FT) BELOW THE GROUND SURFACE. CP0587 CP0587 STATION RECOVERY (2005) CP0587 CP0587'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0587'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0852 *********************************************************************** CP0852 DESIGNATION - ROSE CP0852 PID - CP0852 CP0852 STATE/COUNTY- MS/WARREN CP0852 USGS QUAD - VICKSBURG EAST (1962) CP0852 CP0852 *CURRENT SURVEY CONTROL CP0852 ___________________________________________________________________ CP0852* NAD 83(1993)- 32 21 15.71863(N) 090 48 24.38580(W) ADJUSTED CP0852* NAVD 88 - 115.53 (+/-2cm) 379.0 (feet) VERTCON CP0852 ___________________________________________________________________ CP0852 LAPLACE CORR- 0.10 (seconds) DEFLEC99 CP0852 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0852 CP0852 HORZ ORDER - THIRD CP0852 VERT ORDER - SECOND CLASS 0 (See Below) CP0852 CP0852.The horizontal coordinates were established by classical geodetic methods CP0852.and adjusted by the National Geodetic Survey in May 1994. CP0852 CP0852.The NAVD 88 height was computed by applying the VERTCON shift value to CP0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0852.The vertical order pertains to the NGVD 29 superseded value. CP0852 CP0852.The Laplace correction was computed from DEFLEC99 derived deflections. CP0852 CP0852.The geoid height was determined by GEOID03. CP0852 CP0852; North East Units Scale Factor Converg. CP0852;SPC MS W - 316,541.512 655,438.047 MT 0.99997448 -0 15 12.1 CP0852;SPC LA N - 206,850.195 1,159,364.375 MT 0.99994369 +0 53 42.8 CP0852;UTM 15 - 3,581,830.151 706,382.909 MT 1.00012528 +1 10 26.9 CP0852 CP0852! - Elev Factor x Scale Factor = Combined Factor CP0852!SPC MS W - 0.99998603 x 0.99997448 = 0.99996051 CP0852!SPC LA N - 0.99998603 x 0.99994369 = 0.99992972 CP0852!UTM 15 - 0.99998603 x 1.00012528 = 1.00011131 CP0852 CP0852: Primary Azimuth Mark Grid Az CP0852:SPC MS W - ROSE AZ MK 358 12 13.3 CP0852:SPC LA N - ROSE AZ MK 357 03 18.4 CP0852:UTM 15 - ROSE AZ MK 356 46 34.3 CP0852 CP0852|---------------------------------------------------------------------| CP0852| PID Reference Object Distance Geod. Az | CP0852| dddmmss.s | CP0852| CP0853 ROSE RM 1 19.496 METERS 09408 | CP0852| CP2775 VICKSBURG HOLY CH OF TRINITY APPROX. 6.9 KM 2635241.5 | CP0852| CP2776 VICKSBURG COURTHOUSE CUPOLA APPROX. 6.8 KM 2675854.9 | CP0852| CP2768 VICKSBURG RAD STA WVIM MAST APPROX. 4.5 KM 2750742.2 | CP0852| CP2764 VICKSBURG N MUNICIPAL TANK APPROX. 4.2 KM 2802535.0 | CP0852| CP2763 VICKSBURG CORPS ENG RADIO MAST APPROX. 2.4 KM 2964109.3 | CP0852| CP0854 ROSE RM 2 28.242 METERS 32924 | CP0852| CP0855 ROSE AZ MK 3575701.2 | CP0852|---------------------------------------------------------------------| CP0852 CP0852 SUPERSEDED SURVEY CONTROL CP0852 CP0852 NAD 83(1986)- 32 21 15.73146(N) 090 48 24.38171(W) AD( ) 3 CP0852 NAD 27 - 32 21 15.20940(N) 090 48 24.00940(W) AD( ) 3 CP0852 NGVD 29 (??/??/92) 115.580 (m) 379.20 (f) ADJ UNCH 2 0 CP0852 CP0852.Superseded values are not recommended for survey control. CP0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0852.See file dsdata.txt to determine how the superseded data were derived. CP0852 CP0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0638381830(NAD 83) CP0852_MARKER: DS = TRIANGULATION STATION DISK CP0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0852_SP_SET: CONCRETE POST CP0852_STAMPING: ROSE 1959 CP0852_MARK LOGO: CGS CP0852_PROJECTION: PROJECTING 8 CENTIMETERS CP0852_MAGNETIC: N = NO MAGNETIC MATERIAL CP0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0852+STABILITY: SURFACE MOTION CP0852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0852+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0852 CP0852 HISTORY - Date Condition Report By CP0852 HISTORY - 1959 MONUMENTED CGS CP0852 HISTORY - 1963 GOOD CGS CP0852 HISTORY - 1967 GOOD MSHD CP0852 HISTORY - 1967 GOOD MSHD CP0852 HISTORY - 1968 GOOD NGS CP0852 HISTORY - 1970 GOOD NGS CP0852 HISTORY - 1972 GOOD MSSU CP0852 HISTORY - 1972 GOOD MSSU CP0852 HISTORY - 1974 GOOD MSSU CP0852 HISTORY - 1976 GOOD LOCENG CP0852 HISTORY - 1980 GOOD MSSU CP0852 HISTORY - 19811001 GOOD MSSU CP0852 HISTORY - 1983 GOOD MSSU CP0852 HISTORY - 19860729 GOOD NGS CP0852 HISTORY - 1988 GOOD MSU CP0852 HISTORY - 19920609 GOOD NGS CP0852 HISTORY - 20050319 GOOD USPSQD CP0852 CP0852 STATION DESCRIPTION CP0852 CP0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP0852'STATION IS LOCATED ABOUT 4-1/2 MILES EAST AND 1 MILE NORTH CP0852'OF THE BUSINESS CENTER OF VICKSBURG, 3/4 MILE NORTH OF OLD CP0852'U.S. HIGHWAY 80, 1 MILE SOUTH AND 1/2 MILE EAST OF THE CULKIN CP0852'ACADEMY, NEAR THE SOUTHWEST CORNER OF SECTION 16, R 4 E, T 16 N, CP0852'JUST ON THE EAST SIDE OF THE BOVINA ROAD AND ON PROPERTY OWNED CP0852'AND OCCUPIED BY MR. THEO MC KNIGHT. CP0852' CP0852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 61 TRUCK CP0852'ROUTE, (CORNER OF CLAY AND CHERRY STREETS IN THE BUSINESS CP0852'CENTER OF VICKSBURG) GO EAST ON U.S. HIGHWAY 80 FOR 1.3 MILES CP0852'TO A CONCRETE ARCH OVER THE HIGHWAY.(ENTRANCE TO THE VICKSBURG CP0852'MILITARY PARK) CONTINUE EAST ON HIGHWAY FOR 1.7 MILES TO THE CP0852'HILLCREST MOTEL ON THE LEFT. CONTINUE EAST ON HIGHWAY FOR CP0852'2.0 MILES TO A SIDE ROAD LEFT AT BUCKS GROCERY STORE ON THE CP0852'RIGHT. TURN LEFT, LEAVING HIGHWAY, AND FOLLOW SURFACED ROAD CP0852'NORTH AND NORTHEASTERLY FOR 1.0 MILE TO A GRAVELED DRIVEWAY CP0852'RIGHT AND THE STATION ON THE RIGHT. CONTINUE NORTHERLY FOR CP0852'0.5 MILE TO THE ROSE HILL CHURCH AND AZIMUTH MARK ON THE CP0852'RIGHT. CP0852' CP0852'STATION MARKS ARE STANDARD DISKS, STAMPED ROSE 1959. UNDERGROUND CP0852'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW CP0852'GROUND SURFACE. SURFACE MARK IS SET IN THE TOP OF AN 11 INCH CP0852'SQUARE, CONCRETE POST PROJECTING 6 INCHES, 226 FEET WEST OF THE CP0852'SOUTHWEST CORNER OF A FRAME HOUSE, 84 FEET SOUTH-SOUTHEAST CP0852'OF A TELEPHONE POLE, 72 FEET EAST OF THE SURFACED ROAD CENTER, CP0852'72 FEET WEST OF A SERVICE POLE, 26 FEET SOUTHWEST OF THE CP0852'DRIVEWAY CENTER, 19 FEET EAST OF A 16 INCH OAK TREE WITH A CP0852'TRIANGLE BLAZE ON ITS WEST SIDE, 11 FEET SOUTHWEST OF A FENCE CP0852'CORNER POST AND 4 FEET SOUTH OF AN EAST-WEST PROPERTY FENCE. CP0852'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET NORTHEAST CP0852'OF THE MARK. CP0852' CP0852'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ROSE NO 1 1959. CP0852'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST CP0852'PROJECTING 6 INCHES, 158 FEET WEST OF THE HOUSE CORNER, 140 CP0852'FEET SOUTHEAST OF THE TELEPHONE POLE, 136 FEET EAST OF THE CP0852'SURFACED ROAD CENTER, 65 FEET EAST OF THE FENCE CORNER POST, CP0852'83 FEET EAST OF THE BLAZED TREE, 17 FEET SOUTHWEST OF THE CP0852'DRIVEWAY CENTER AND 1 FOOT SOUTHWEST OF A NORTHWEST-SOUTHEAST CP0852'YARD FENCE. CP0852' CP0852'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ROSE NO 2 1959. CP0852'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST CP0852'PROJECTING 7 INCHES, 87 FEET NORTH-NORTHWEST OF THE CORNERPOST, CP0852'86 FEET NORTH OF THE BLAZED TREE, 65 FEET EAST OF THE SURFACED CP0852'ROAD CENTER, 29 FEET EAST-NORTHEAST OF THE TELEPHONE POLE CP0852'AND 16 FEET EAST OF THE DRIVEWAY CENTER. CP0852' CP0852'AZIMUTH MARK IS A STANDARD DISK, STAMPED ROSE 1959. IT IS SET CP0852'IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING CP0852'4 INCHES, 58 FEET NORTHEAST OF THE SURFACED ROAD CENTER, 37 CP0852'FEET EAST OF A 36 INCH TREE, 29 FEET SOUTHWEST OF THE SOUTHWEST CP0852'CORNER OF THE ROSE HILL METHODIST CHURCH AND 4 FEET NORTHEAST CP0852'OF A POWERLINE POLE. A 4 IN X 4 IN WHITE WITNESS POST WAS SET CP0852'2 FEET SOUTHWEST OF THE MARK. CP0852' CP0852'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. CP0852 CP0852 STATION RECOVERY (1963) CP0852 CP0852'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AMC) CP0852'THE STATION WAS VISITED SEPTEMBER 1, 1963 AND ALL MARKS CP0852'WERE FOUND IN GOOD CONDITION. CP0852' CP0852'THE 1959 DESCRIPTION BY O.S.R. IS CORRECT AND ADEQUATE. CP0852' CP0852'METAL WITNESS POSTS WERE SET 42 FEET SOUTHWEST OF THE STATION CP0852'AND 1 FOOT SOUTHWEST OF THE AZIMUTH MARK. CP0852' CP0852'SECOND ORDER LEVELS WERE RUN ON ALL MARKS AND TIED TO A LINE THAT CP0852'WAS ESTABLISHED BETWEEN VICKSBURG AND JACKSON. CP0852 CP0852 STATION RECOVERY (1967) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0852'THE STATION WAS VISITED 2-21-67 AND ALL MARKS WERE FOUND IN CP0852'GOOD CONDITION. CP0852' CP0852'THE STATION IS LOCATED APPROXIMATELY 0.35 MILE NORTH OF CP0852'INTERSTATE 20, 4.4 MILES EAST NORTHEAST OF VICKSBURG ON LAND CP0852'OCCUPIED BY MR. ROY CLINGON AND IS IN THE SOUTHWEST 1/4 OF CP0852'SECTION 16, T 6 N, R 4 E. (NOTE) THE CLINGONS MADE IT KNOWN CP0852'AT THIS TIME THAT THEY ARE PLANNING ON DOING SOME GRADING CP0852'AND CLEARING IN THE AREA OF THE STATION AND REFERENCE MARKS CP0852'AND WOULD LIKE FOR THE STATION TO BE MOVED. IT WAS ALSO CP0852'OBSERVED, THAT THE STATION WILL NOT SEE THE AZIMUTH FROM CP0852'THE GROUND WITHOUT DOING SOME CLEARING BETWEEN THEM. CP0852' CP0852'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD AND CP0852'MONROE STREETS IN VICKSBURG, GO (NORTHWEST) ON MONROE STREET CP0852'FOR 0.1 MILE TO THE INTERSECTION OF CLAY STREET. TURN RIGHT CP0852'(NORTHEAST) AND CONTINUE ON CLAY STREET FOR 2.3 MILES TO CP0852'INTERSTATE 20. CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR CP0852'0.9 MILE TO MISSISSIPPI HIGHWAY 27. CONTINUE (NORTHEAST) CP0852'ON U.S. HIGHWAY 80 FOR 2.0 MILES TO A CROSSROADS. TURN LEFT CP0852'(NORTH NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.5 CP0852'MILE TO THE BRIDGE OVER THE SOUTH LANE OF INTERSTATE 20. CP0852'CONTINUE (NORTHWEST) ON A BLACKTOP ROAD FOR 0.55 MILE TO A CP0852'DRIVEWAY ON THE RIGHT. (TURN SHARP RIGHT, EAST) AND CP0852'CONTINUE ON THE DRIVEWAY FOR APPROXIMATELY 150 FEET TO THE CP0852'STATION ON THE RIGHT. CONTINUE (NORTHWEST ON A BLACKTOP CP0852'ROAD FOR 0.45 MILE TO THE ROSE HILL METHODIST CHURCH AND THE CP0852'AZIMUTH MARK ON THE RIGHT. CP0852' CP0852'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF AN 11 CP0852'IN SQUARE CONCRETE POSTS. THE STATION DISK IS STAMPED ROSE CP0852'(1959) AND PROJECT 6 IN. IT IS 225 FEET WEST OF THE SOUTHWEST CP0852'CORNER OF THE CLINGONS HOUSE, 82.5 FEET SOUTHEAST OF A TELEPHONE CP0852'POLE, 72 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 70.8 CP0852'FEET SOUTHWEST OF A TELEPHONE POLE, 42 FEET NORTHEAST OF A CP0852'METAL WITNESS POST, 28 FEET SOUTH OF THE CENTER OF THE CP0852'DRIVEWAY, 18 FEET EAST NORTHEAST OF A 16 IN OAK, 10.5 FEET CP0852'SOUTHWEST OF A FENCE CORNER AND 4 FEET SOUTHEAST OF A CP0852'FENCE. CP0852' CP0852'R.M. 1 IS 158 FEET WEST OF THE SOUTHWEST CORNER OF THE CLINGONS CP0852'HOUSE, 136 FEET EAST OF THE CENTER OF THE BLACKTOP ROAD, 105 CP0852'FEET EAST OF A METAL WITNESS POST, 82 FEET EAST NORTHEAST OF A CP0852'16 IN OAK TREE, 61.5 FEET EAST OF A FENCE CORNER, 21 FEET CP0852'SOUTH OF THE CENTER OF THE DRIVEWAY AND 8 FEET SOUTHWEST OF CP0852'A TELEPHONE POLE, AND IS STAMPED ROSE NO. 1 (1959) AND PROJECTS CP0852'6 INCHES. CP0852' CP0852'R.M. 2 IS 92.66 FEET NORTHWEST OF THE STATION, 62 FEET EAST CP0852'NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD, 29.3 FEET CP0852'NORTHEAST OF A TELEPHONE POLE, AND 15.5 FEET NORTHEAST OF THE CP0852'CENTER OF THE DRIVEWAY, AND IS STAMPED ROSE NO. 2 (1959) CP0852'AND PROJECTS 6 INCHES. CP0852' CP0852'AZIMUTH MARK IS 58 FEET NORTHEAST OF THE CENTER OF THE BLACKTOP CP0852'ROAD, 36 FEET EAST OF A 36 IN TREE, 29 FEET SOUTHWEST OF THE CP0852'SOUTHWEST CORNER OF THE CHURCH, 14 FEET SOUTHWEST OF THE CENTER CP0852'OF THE DRIVEWAY, 4 FEET NORTHEAST OF A POWER POLE AND 1 FOOT CP0852'NORTHEAST OF A METAL WITNESS POST AND IS STAMPED ROSE (1959) CP0852'AND PROJECTS 4 INCHES. CP0852 CP0852 STATION RECOVERY (1967) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0852'4.4 MI NE FROM VICKSBURG. CP0852'THE MARK IS LOCATED APPROXIMATELY 0.35 MILE NORTH OF INTERSTATE 20, CP0852'4.4 MILES EAST NORTHEAST OF VICKSBURG ON LAND OCCUPIED BY MR. ROY CP0852'CLINGON AND IS IN THE SOUTHWEST 1/4 OF SECTION 16, T 6N, R 4E. TO CP0852'REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE CP0852'STREETS IN VICKSBURG, GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO CP0852'THE INTERSECTION OF CLAY STREET. TURN RIGHT (NORTHEAST) AND CONTINUE CP0852'ON CLAY STREET FOR 2.3 MILES TO INTERSTATE 20. CONTINUE (NORTHEAST) CP0852'ON U.S. HIGHWAY 80 FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI CP0852'HIGHWAY 27. CONTINUE NORTHEAST ON U.S. HIGHWAY 80 FOR 2.0 MILES TO A CP0852'CROSSROADS. TURN LEFT (NORTH NORTHWEST) AND CONTINUE ON A BLACKTOP CP0852'ROAD FOR 0.5 MILE TO A BRIDGE OVER THE SOUTH LANE OF INTERSTATE 20. CP0852'CONTINUE (NORTHWEST) ON A BLACKTOP ROAD FOR 0.55 MILE TO A DRIVEWAY ON CP0852'THE RIGHT. TURN SHARP RIGHT (EAST) AND CONTINUE ON THE DRIVEWAY FOR CP0852'APPROXIMATELY 150 FEET TO THE MARK ON THE RIGHT. CP0852 CP0852 STATION RECOVERY (1968) CP0852 CP0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CP0852'RECOVERED IN GOOD CONDITION. CP0852 CP0852 STATION RECOVERY (1970) CP0852 CP0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RB) CP0852'ROSE 1959 (STA) - GOOD CP0852' CP0852'ROSE 1959 NO. 1 - GOOD CP0852' CP0852'ROSE 1959 NO. 2 - GOOD CP0852' CP0852'ROSE 1959 (AZ) - GOOD CP0852' CP0852'TELEPHONE POLES MENTIONED IN DESCRIPTION WERE NOT THERE. CP0852' CP0852'THE REST OF THE DESCRIPTION WAS CORRECT. CP0852 CP0852 STATION RECOVERY (1972) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (JMB) CP0852'$ CP0852'ROSE 1959 - GOOD CP0852' CP0852'ROSE NO 1 1959 - GOOD CP0852' CP0852'ROSE NO 2 1959 - GOOD CP0852' CP0852'ROSE 1959 (AZ) - GOOD CP0852' CP0852'RECOVERED AS DESCRIBED BY MSHD IN 1967 CP0852 CP0852 STATION RECOVERY (1972) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (TCS) CP0852'$ CP0852'ROSE 1959 - GOOD CP0852' CP0852'ROSE NO 1 1959 - GOOD CP0852' CP0852'ROSE NO 2 1959 - GOOD CP0852' CP0852'ROSE 1959 (AZ) - GOOD CP0852 CP0852 STATION RECOVERY (1974) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1974 (JB) CP0852'$ CP0852'ROSE 1959 - GOOD CP0852' CP0852'ROSE NO 1 1959 - GOOD CP0852' CP0852'ROSE NO 2 1959 - GOOD CP0852' CP0852'ROSE 1959 - GOOD CP0852 CP0852 STATION RECOVERY (1976) CP0852 CP0852'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 (TB) CP0852'ROSE NOT SEARCHED FOR. CP0852' CP0852'ROSE NO. 1 RECOVERED GOOD. CP0852' CP0852'ROSE NO. 2 RECOVERED GOOD. CP0852' CP0852'RECOVERED RMS AND REALIZED STATION MARK ON OTHER SIDE OF FENCE CP0852'AND NOT BE ACCESSIBLE TO A VEHICLE. WOULD NOT SUIT OUR PURPOSES CP0852'AND ENDED SEARCH. I BELIEVE MARK IS STILL THERE IN HONEYSUCKLE CP0852'PATCH. CP0852' CP0852'DISTANCE AND DIRECTION FROM NEAREST TOWN--E. OF VICKSBURG. CP0852 CP0852 STATION RECOVERY (1980) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB) CP0852'STATION, REFERENCE MARKS 1, 2, AND AZIMUTH MARK RECOVERED IN GOOD CP0852'CONDITION. CP0852 CP0852 STATION RECOVERY (1981) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0852'RECOVERED IN GOOD CONDITION. CP0852 CP0852 STATION RECOVERY (1983) CP0852 CP0852'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1983 (LW) CP0852'ALL MARKS RECOVERED GOOD. CP0852 CP0852 STATION RECOVERY (1986) CP0852 CP0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) CP0852'THE STATION MARK, REFERENCE MARKS NO 1 AND NO 2 AND THE AZIMUTH MARK CP0852'WERE ALL RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT CP0852'VISIBLE FROM THE STATION DUE TO LARGE TREES. A NEW AZIMUTH MARK WAS CP0852'ESTABLISHED AT THIS DATE. A NEW DESCRIPTION FOLLOWS. CP0852'TO REACH FROM THE JUNCTION OF US HIGHWAY 61 AND I-20 AT THE EAST EDGE CP0852'OF VICKSBURG, GO SOUTH ON PAVED ROAD FOR 0.3 MI (0.5 KM) TO JUNCTION CP0852'OF US HIGHWAY 80, TURN LEFT, GO EAST ON US HIGHWAY 80 FOR 2.0 MI (3.2 CP0852'KM) TO A PAVED CROSSROAD, TURN LEFT AND NORTH AND NORTHWEST ON PAVED CP0852'ROAD, CROSSING OVER I-20, FOR 0.9 MI (1.4 KM) TO ENTRANCE TO CHURCH ON CP0852'THE LEFT, CONTINUE NORTHWEST ON PAVED ROAD FOR 0.1 MI (0.2 KM) TO A CP0852'GRAVEL ROAD ON THE RIGHT, TURN SHARP RIGHT AND GO EAST ON GRAVEL ROAD CP0852'FOR ABOUT 150 FT (45.7 M) TO STATION ON THE RIGHT. CP0852'STATION MARK IS A STANDARD DISK STAMPED--ROSE 1959--, SET IN TOP OF A CP0852'SQUARE CONCRETE POST, PROJECTING 3 INCHES. IT IS 21.34 M (70.01 FT) CP0852'EAST NORTHEAST OF THE CENTER OF PAVED ROAD, 14.02 M (46.00 FT) CP0852'NORTHEAST OF A POWER POLE WITH TRANSFORMER, 7.62 M (25.00 FT) SOUTH OF CP0852'THE CENTER OF GRAVEL ROAD, 5.33 M (17.49 FT) EAST OF A 36-INCH OAK CP0852'TREE, 68.58 M (225.00 FT) WEST OF THE SOUTHWEST CORNER OF MR STANLEYS CP0852'HOUSE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN. CP0852'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED-ROSE NO 1 1959-, SET IN CP0852'TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES. IT IS 48.16 M CP0852'(158.00 FT) WEST OF SOUTHWEST CORNER OF STANLEY HOUSE, 41.45 M (135.99 CP0852'FT) EAST NORTHEAST OF THE CENTER OF PAVED ROAD, 10.36 M (33.99 FT) CP0852'NORTHEAST OF A POWER SERVICE POLE, 8.69 M (28.51 FT) EAST OF A 20 INCH CP0852'OAK TREE, 6.40 M (21.00 FT) SOUTH OF THE CENTER OF GRAVEL ROAD, 5.18 M CP0852'(16.99 FT) WEST OF A 16-INCH OAK TREE AND 0.30 M (0.98 FT) WEST OF A CP0852'METAL WITNESS POST AND SIGN. REFERENCE MARK NO 2 IS A STANDARD DISK CP0852'STAMPED--ROSE NO 2 1959--, SET IN TOP OF A SQUARE CONCRETE POST, CP0852'PROJECTING 6 INCHES. IT IS 18.90 M (62.01 FT) NORTH NORTHEAST OF THE CP0852'CENTER OF PAVED ROAD, 9.60 M (31.50 FT) NORTH OF A 36-INCH OAK TREE, CP0852'4.27 M (14.01 FT) NORTH NORTHEAST OF THE CENTER OF GRAVEL ROAD, 3.05 M CP0852'(10.01 FT) SOUTH SOUTHEAST OF A 28-INCH OAK TREE IN FENCELINE, 2.74 M CP0852'(8.99 FT) SOUTH OF FENCE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS CP0852'POST AND SIGN. AZIMUTH MARK 2 IS A STANDARD NGS DISK, STAMPED--ROSE CP0852'1959 NO 2 1986--, SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE CP0852'GROUND. IT IS 73.67 M (241.70 FT) SOUTH OF THE SOUTHWEST CORNER OF A CP0852'METAL CHURCH BUILDING, 13.87 M (45.51 FT) WEST OF A 28-INCH FORKED CP0852'TRUNK OAK TREE, 11.12 M (36.48 FT) NORTH OF A 38-INCH OAK TREE, 9.45 M CP0852'(31.00 FT) NORTH OF THE NORTH RIGHT-OF-WAY FENCE OF I-20 AND 0.30 M CP0852'(0.98 FT) EAST OF A CARSONITE WITNESS POST. TO REACH AZIMUTH MARK FROM CP0852'ENTRANCE TO CHURCH, 0.1 MI (0.2 KM) SOUTH OF THE STATION, GO SOUTH CP0852'ALONG OPEN FIELD, PASSING ON WEST SIDE OF CHURCH FOR 0.1 MI (0.2 KM) CP0852'TO SOUTH END OF CLEARED AREA AND MARK. CP0852 CP0852 STATION RECOVERY (1988) CP0852 CP0852'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (BC) CP0852'RECOVERED IN GOOD CONDITION. CP0852 CP0852 STATION RECOVERY (1992) CP0852 CP0852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0852'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0852'JUNCTION OF U.S. HIGHWAY 61 (EXIT 5) IN VICKSBURG, THENCE 0.8 KM CP0852'(0.50 MI) NORTHWESTERLY ALONG MOUNT ALBAN ROAD, 68.6 M (225.1 FT) CP0852'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 24.4 M (80.1 FT) SOUTHEAST OF CP0852'REFERENCE MARK 2, 21.3 M (69.9 FT) EAST-NORTHEAST OF THE CENTER OF CP0852'THE ROAD, 19.1 M (62.7 FT) WEST-SOUTHWEST OF REFERENCE MARK 1, 14.0 M CP0852'(45.9 FT) NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER, 10.3 M CP0852'(33.8 FT) WEST OF A WITNESS POST, 7.6 M (24.9 FT) SOUTH OF THE CENTER CP0852'OF A DRIVEWAY, 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE DRIVEWAY, AND CP0852'THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE. CP0852 CP0852 STATION RECOVERY (2005) CP0852 CP0852'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0852'MARKS AREE LOCATED IN THE YARD AT 4350 ST. ALBANS. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0855 *********************************************************************** CP0855 DESIGNATION - ROSE AZ MK CP0855 PID - CP0855 CP0855 STATE/COUNTY- MS/WARREN CP0855 USGS QUAD - VICKSBURG EAST (1962) CP0855 CP0855 *CURRENT SURVEY CONTROL CP0855 ___________________________________________________________________ CP0855* NAD 83(1986)- 32 21 37. (N) 090 48 24. (W) SCALED CP0855* NAVD 88 - 115.77 (+/-2cm) 379.8 (feet) VERTCON CP0855 ___________________________________________________________________ CP0855 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0855 CP0855 VERT ORDER - SECOND CLASS 0 (See Below) CP0855 CP0855.The horizontal coordinates were scaled from a topographic map and have CP0855.an estimated accuracy of +/- 6 seconds. CP0855 CP0855.The NAVD 88 height was computed by applying the VERTCON shift value to CP0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0855.The vertical order pertains to the NGVD 29 superseded value. CP0855 CP0855.The geoid height was determined by GEOID03. CP0855 CP0855; North East Units Estimated Accuracy CP0855;SPC MS W - 317,200. 655,450. MT (+/- 180 meters Scaled) CP0855 CP0855 SUPERSEDED SURVEY CONTROL CP0855 CP0855 NGVD 29 (??/??/92) 115.818 (m) 379.98 (f) ADJ UNCH 2 0 CP0855 CP0855.Superseded values are not recommended for survey control. CP0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0855.See file dsdata.txt to determine how the superseded data were derived. CP0855 CP0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR063824(NAD 83) CP0855_MARKER: DB = BENCH MARK DISK CP0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT CP0855_STAMPING: ROSE 1959 CP0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0855+STABILITY: SURFACE MOTION CP0855 CP0855 HISTORY - Date Condition Report By CP0855 HISTORY - 1959 MONUMENTED CGS CP0855 HISTORY - 1967 GOOD NGS CP0855 HISTORY - 1968 GOOD NGS CP0855 HISTORY - 19811001 GOOD MSSU CP0855 HISTORY - 1988 MARK NOT FOUND MSU CP0855 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0855 CP0855 STATION DESCRIPTION CP0855 CP0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 CP0855'4.5 MI ENE FROM VICKSBURG. CP0855'THE MARK IS LOCATED APPROXIMATELY 0.6 MILE NORTH OF INTERSTATE 20, 4.5 CP0855'MILES EAST NORTHEAST OF VICKSBURG IN FRONT OF THE ROSE HILL METHODIST CP0855'CHURCH AND IS IN THE SOUTHWEST 1/4 OF SECTION 16, T 6N, R 4E. TO REACH CP0855'FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE STREETS CP0855'IN VICKSBURG, GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO THE CP0855'INTERSECTION OF CLAY STREET. TURN RIGHT (NORTHEAST) AND CONTINUE ON CP0855'CLAY STREET FOR 2.3 MILES TO INTERSTATE 20. CONTINUE ON U.S. HIGHWAY CP0855'80 FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 27. CP0855'CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 2.0 MILES TO A CROSSROADS. CP0855'TURN LEFT (NORTH NORTHWEST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.5 CP0855'MILE TO A BRIDGE OVER THE SOUTH LANE OF INTERSTATE 20. CONTINUE CP0855'(NORTHWEST) ON A BLACKTOP ROAD FOR 1.0 MILE TO THE ROSE HILL METHODIST CP0855'CHURCH AND THE MARK ON THE RIGHT. THE MARK IS A DISK SET IN THE TOP CP0855'OF AN 11 INCH SQUARE CONCRETE POST, AND PROJECTS 4 IN. IT IS 58 FEET CP0855'NORTHEAST OF THE CENTER OF THE BLACKTOP ROAD, 36 FEET EAST OF A 36 CP0855'INCH TREE, 29 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 14 CP0855'FEET SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 4 FEET NORTHEAST OF A CP0855'POWER POLE, 1 FEET NORTHEAST OF A METAL WITNESS POST AND ABOUT 8 FEET CP0855'ABOVE THE LEVEL OF THE BLACKTOP ROAD. CP0855 CP0855 STATION RECOVERY (1968) CP0855 CP0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CP0855'RECOVERED IN GOOD CONDITION. CP0855 CP0855 STATION RECOVERY (1981) CP0855 CP0855'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0855'RECOVERED IN GOOD CONDITION. CP0855 CP0855 STATION RECOVERY (1988) CP0855 CP0855'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (BC) CP0855'MARK NOT FOUND. CP0855 CP0855 STATION RECOVERY (2005) CP0855 CP0855'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0855'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0853 *********************************************************************** CP0853 DESIGNATION - ROSE RM 1 CP0853 PID - CP0853 CP0853 STATE/COUNTY- MS/WARREN CP0853 USGS QUAD - VICKSBURG EAST (1962) CP0853 CP0853 *CURRENT SURVEY CONTROL CP0853 ___________________________________________________________________ CP0853* NAD 83(1986)- 32 21 16. (N) 090 48 24. (W) SCALED CP0853* NAVD 88 - 115.21 (+/-2cm) 378.0 (feet) VERTCON CP0853 ___________________________________________________________________ CP0853 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0853 CP0853 VERT ORDER - SECOND CLASS 0 (See Below) CP0853 CP0853.The horizontal coordinates were scaled from a topographic map and have CP0853.an estimated accuracy of +/- 6 seconds. CP0853 CP0853.The NAVD 88 height was computed by applying the VERTCON shift value to CP0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0853.The vertical order pertains to the NGVD 29 superseded value. CP0853 CP0853.The geoid height was determined by GEOID03. CP0853 CP0853; North East Units Estimated Accuracy CP0853;SPC MS W - 316,550. 655,450. MT (+/- 180 meters Scaled) CP0853 CP0853 SUPERSEDED SURVEY CONTROL CP0853 CP0853 NGVD 29 (??/??/92) 115.255 (m) 378.13 (f) ADJ UNCH 2 0 CP0853 CP0853.Superseded values are not recommended for survey control. CP0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0853.See file dsdata.txt to determine how the superseded data were derived. CP0853 CP0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR063818(NAD 83) CP0853_MARKER: DR = REFERENCE MARK DISK CP0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0853_SP_SET: CONCRETE POST CP0853_STAMPING: ROSE NO 1 1959 CP0853_MARK LOGO: CGS CP0853_MAGNETIC: N = NO MAGNETIC MATERIAL CP0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0853+STABILITY: SURFACE MOTION CP0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0853+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0853 CP0853 HISTORY - Date Condition Report By CP0853 HISTORY - 1959 MONUMENTED CGS CP0853 HISTORY - 1967 GOOD MSHD CP0853 HISTORY - 1968 GOOD NGS CP0853 HISTORY - 19811001 GOOD MSSU CP0853 HISTORY - 19860729 GOOD NGS CP0853 HISTORY - 1988 GOOD MSU CP0853 HISTORY - 19920609 GOOD NGS CP0853 HISTORY - 20050319 GOOD USPSQD CP0853 CP0853 STATION DESCRIPTION CP0853 CP0853'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0853'4.4 MI ENE FROM VICKSBURG. CP0853'THE MARK IS LOCATED APPROXIMATELY 0.35 MILE NORTH OF INTERSTATE 20, CP0853'4.4 MILES EAST NORTHEAST OF VICKSBURG ON LAND OWNED BY MR. ROY CLINGON CP0853'AND IS IN THE SOUTHWEST 1/4 OF SECTION 16, T 6N, R 4E. TO REACH FROM CP0853'THE U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE STREETS IN CP0853'VICKSBURG, GO (NORTHWEST) ON MONROE STREET FOR 0.1 MILE TO THE CP0853'INTERSECTION OF CLAY STREET. TURN RIGHT (NORTHEAST) AND CONTINUE ON CP0853'CLAY STREET FOR 2.3 MILES TO INTERSTATE 20. CONTINUE (NORTHEAST) ON CP0853'U.S. HIGHWAY 80 FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI CP0853'HIGHWAY 27. CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 2.0 MILES TO CP0853'A CROSSROADS. TURN LEFT (NORTH NORTHWEST) AND CONTINUE ON A BLACKTOP CP0853'ROAD FOR 0.5 MILE TO A BRIDGE OVER THE SOUTH LANE OF INTERSTATE 20. CP0853'CONTINUE (NORTHWEST) ON A BLACKTOP ROAD FOR 0.55 MILE TO A DRIVEWAY ON CP0853'THE RIGHT. TURN SHARP RIGHT (EAST) AND CONTINUE ON THE DRIVEWAY FOR CP0853'APPROXIMATELY 200 FEET TO THE MARK ON THE RIGHT. CP0853 CP0853 STATION RECOVERY (1968) CP0853 CP0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CP0853'RECOVERED IN GOOD CONDITION. CP0853 CP0853 STATION RECOVERY (1981) CP0853 CP0853'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0853'RECOVERED IN GOOD CONDITION. CP0853 CP0853 STATION RECOVERY (1986) CP0853 CP0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) CP0853'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED--ROSE NO. 1 1959 SET CP0853'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES. IT IS 48.16 CP0853'METERS ((158.0 FT) WEST OF SOUTHWEST CORNER OF STANLEY HOUSE, 41.45 CP0853'METERS (136.0 FT) EAST NORTHEAST OF THE CENTER OF PAVED ROAD, 10.36 CP0853'METERS (34.0 FT) NORTHEAST OF A POWER SERVICE POLE, 8.69 METERS (28.5 CP0853'FT.) EAST OF A 20 INCH OAK TREE, 6.40 METERS (21.0 FT.) SOUTH SOUTH OF CP0853'THE CENTER OF GRAVEL ROAD AT FORKS IN ROAD, 5.18 METERS (17.0 FT.) CP0853'WEST OF A 16 INCH OAK TREE AND 0.30 METER (1.0 FT.) WEST OF A METAL CP0853'WITNESS POST AND SIGN. CP0853 CP0853 STATION RECOVERY (1988) CP0853 CP0853'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (BC) CP0853'RECOVERED IN GOOD CONDITION. CP0853 CP0853 STATION RECOVERY (1992) CP0853 CP0853'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0853'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0853'JUNCTION OF U.S. HIGHWAY 61 (EXIT 5) IN VICKSBURG, THENCE 0.8 KM CP0853'(0.50 MI) NORTHWESTERLY ALONG MOUNT ALBAN ROAD, 48.6 M (159.4 FT) CP0853'WEST OF THE SOUTHWEST CORNER OF A HOUSE, 41.5 M (136.2 FT) CP0853'EAST-NORTHEAST OF THE CENTER OF THE ROAD, 10.4 M (34.1 FT) NORTHEAST CP0853'OF A UTILITY POLE, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A DRIVEWAY, CP0853'0.3 M (1.0 FT) BELOW THE LEVEL OF THE DRIVEWAY, 0.3 M (1.0 FT) WEST CP0853'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE CP0853'GROUND SURFACE. CP0853 CP0853 STATION RECOVERY (2005) CP0853 CP0853'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0853'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0854 *********************************************************************** CP0854 DESIGNATION - ROSE RM 2 CP0854 PID - CP0854 CP0854 STATE/COUNTY- MS/WARREN CP0854 USGS QUAD - VICKSBURG EAST (1962) CP0854 CP0854 *CURRENT SURVEY CONTROL CP0854 ___________________________________________________________________ CP0854* NAD 83(1986)- 32 21 16. (N) 090 48 24. (W) SCALED CP0854* NAVD 88 - 114.41 (+/-2cm) 375.4 (feet) VERTCON CP0854 ___________________________________________________________________ CP0854 GEOID HEIGHT- -26.55 (meters) GEOID03 CP0854 CP0854 VERT ORDER - SECOND CLASS 0 (See Below) CP0854 CP0854.The horizontal coordinates were scaled from a topographic map and have CP0854.an estimated accuracy of +/- 6 seconds. CP0854 CP0854.The NAVD 88 height was computed by applying the VERTCON shift value to CP0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0854.The vertical order pertains to the NGVD 29 superseded value. CP0854 CP0854.The geoid height was determined by GEOID03. CP0854 CP0854; North East Units Estimated Accuracy CP0854;SPC MS W - 316,550. 655,450. MT (+/- 180 meters Scaled) CP0854 CP0854 SUPERSEDED SURVEY CONTROL CP0854 CP0854 NGVD 29 (??/??/92) 114.455 (m) 375.51 (f) ADJ UNCH 2 0 CP0854 CP0854.Superseded values are not recommended for survey control. CP0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0854.See file dsdata.txt to determine how the superseded data were derived. CP0854 CP0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR063818(NAD 83) CP0854_MARKER: DR = REFERENCE MARK DISK CP0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0854_SP_SET: CONCRETE POST CP0854_STAMPING: ROSE NO 2 1959 CP0854_MARK LOGO: CGS CP0854_MAGNETIC: N = NO MAGNETIC MATERIAL CP0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0854+STABILITY: SURFACE MOTION CP0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0854+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992 CP0854 CP0854 HISTORY - Date Condition Report By CP0854 HISTORY - 1959 MONUMENTED CGS CP0854 HISTORY - 1967 GOOD MSHD CP0854 HISTORY - 1968 GOOD NGS CP0854 HISTORY - 19811001 GOOD MSSU CP0854 HISTORY - 19860729 GOOD NGS CP0854 HISTORY - 1988 GOOD MSU CP0854 HISTORY - 19920609 GOOD NGS CP0854 HISTORY - 20050319 GOOD USPSQD CP0854 CP0854 STATION DESCRIPTION CP0854 CP0854'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP0854'4.4 MI ENE FROM VICKSBURG. CP0854'THE MARK IS LOCATED APPROXIMATELY 0.35 MILE NORTH OF INTERSTATE 20, CP0854'4.4 MILES EAST NORTHEAST OF VICKSBURG ON LAND OCCUPIED BY MR. ROY CP0854'CLINGON AND IS IN THE SOUTHWEST 1/4 OF SECTION 16, T 6N, R 4E. TO CP0854'REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD AND MONROE CP0854'STREETS IN VICKSBURG, GO (NORTHWEST) AND MONROE STREET FOR 0.1 MILE TO CP0854'THE INTERSECTION OF CLAY STREET. TURN RIGHT (NORTHEAST) AND CONTINUE CP0854'ON CLAY STREET FOR 2.3 MILES TO INTERSTATE 20 CONTINUE (NORTHEAST) ON CP0854'U.S. HIGHWAY 80 FOR 0.9 MILE TO THE INTERSECTION OF MISSISSIPPI CP0854'HIGHWAY 27. CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 2.0 MILES TO CP0854'A CROSSROADS. TURN LEFT (NORTH NORTHWEST) AND CONTINUE ON A BLACKTOP CP0854'ROAD FOR 0.5 MILE TO A BRIDGE OVER THE SOUTH LANE OF INTERSTATE 20. CP0854'CONTINUE NORTHWEST OF A BLACKTOP ROAD FOR 0.55 MILE TO A DRIVEWAY CP0854'LEADING TO THE CLINGONS HOUSE AND THE MARK ON THE RIGHT. THE MARK IS A CP0854'DISK SET IN THE TOP OF A 11 IN. SQUARE CONRETE POST. IT IS 92.66 FEET CP0854'NORTHWEST OF THE STATION, 62 FEET EAST NORTHEAST OF THE CENTER OF THE CP0854'BLACKTOP ROAD, 29.3 FEET NORTHEAST OF A TELEPHONE POLE AND 15.5 FEET CP0854'NORTHEAST OF THE CENTER OF THE DRIVEWAY AND PROJECTS 6 IN. CP0854 CP0854 STATION RECOVERY (1968) CP0854 CP0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 CP0854'RECOVERED IN GOOD CONDITION. CP0854 CP0854 STATION RECOVERY (1981) CP0854 CP0854'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP0854'RECOVERED IN GOOD CONDITION. CP0854 CP0854 STATION RECOVERY (1986) CP0854 CP0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) CP0854'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED--ROSE NO. 2 1959 SET CP0854'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES. IT IS 18.90 CP0854'METERS (62.0 FT.) NORTH NORTHEAST OF THE CENTER OF PAVED ROAD, 9.60 CP0854'METERS (31.5 FT.) NORTH OF A 36 INCH OAK TREE, 4.27 METERS (14.0 FT.) CP0854'NORTH NORTHEAST OF THE CENTER OF GRAVEL ROAD, 3.05 METERS (10.0 FT.) CP0854'SOUTH SOUTEAST OF A 28 INCH OAK TREE IN FENCELINE, 2.74 METERS (9.0 CP0854'FT.) SOUTH OF FENCE AND 0.30 METER (1.0 FT.) WEST OF A METAL WITNESS CP0854'POST AND SIGN. CP0854 CP0854 STATION RECOVERY (1988) CP0854 CP0854'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (BC) CP0854'RECOVERED IN GOOD CONDITION. CP0854 CP0854 STATION RECOVERY (1992) CP0854 CP0854'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0854'2.7 KM (1.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 20 FROM THE CP0854'JUNCTION OF U.S. HIGHWAY 61 (EXIT 5) IN VICKSBURG, THENCE 0.8 KM CP0854'(0.50 MI) NORTHWESTERLY ALONG MOUNT ALBAN ROAD, 24.4 M (80.1 FT) CP0854'NORTHWEST OF TRIANGULATION STATION ROSE, 18.9 M (62.0 FT) CP0854'NORTH-NORTHEAST OF THE CENTER OF THE ROAD, 4.3 M (14.1 FT) NORTH OF CP0854'AND LEVEL WITH THE CENTER OF A DRIVEWAY, 3.1 M (10.2 FT) SOUTHEAST OF CP0854'A 28-INCH OAK TREE, 2.7 M (8.9 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT) CP0854'WEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE CP0854'THE GROUND SURFACE. CP0854 CP0854 STATION RECOVERY (2005) CP0854 CP0854'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0854'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2715 *********************************************************************** CP2715 DESIGNATION - SLIKER CP2715 PID - CP2715 CP2715 STATE/COUNTY- MS/WARREN CP2715 USGS QUAD - OAK RIDGE (1972) CP2715 CP2715 *CURRENT SURVEY CONTROL CP2715 ___________________________________________________________________ CP2715* NAD 83(1993)- 32 23 56.37270(N) 090 42 45.96419(W) ADJUSTED CP2715* NAVD 88 - 97.4 (meters) 320. (feet) VERTCON CP2715 ___________________________________________________________________ CP2715 LAPLACE CORR- 0.15 (seconds) DEFLEC99 CP2715 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2715 CP2715 HORZ ORDER - FIRST CP2715 CP2715.The horizontal coordinates were established by classical geodetic methods CP2715.and adjusted by the National Geodetic Survey in May 1994. CP2715 CP2715.The NAVD 88 height was computed by applying the VERTCON shift value to CP2715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2715 CP2715.The Laplace correction was computed from DEFLEC99 derived deflections. CP2715 CP2715.The geoid height was determined by GEOID03. CP2715 CP2715; North East Units Scale Factor Converg. CP2715;SPC MS W - 321,454.812 664,303.847 MT 0.99996571 -0 12 11.9 CP2715;UTM 15 - 3,586,963.842 715,125.033 MT 1.00017072 +1 13 33.6 CP2715 CP2715! - Elev Factor x Scale Factor = Combined Factor CP2715!SPC MS W - 0.99998888 x 0.99996571 = 0.99995459 CP2715!UTM 15 - 0.99998888 x 1.00017072 = 1.00015960 CP2715 CP2715: Primary Azimuth Mark Grid Az CP2715:SPC MS W - FLAG RM A 1965 173 13 45.8 CP2715:UTM 15 - FLAG RM A 1965 171 48 00.3 CP2715 CP2715|---------------------------------------------------------------------| CP2715| PID Reference Object Distance Geod. Az | CP2715| dddmmss.s | CP2715| CY5548 SLIKER RM 1 96.622 METERS 00631 | CP2715| CP2716 OAK RIDGE ATT MW TOWER APPROX. 9.7 KM 0111940.0 | CP2715| CP2700 EDWARDS MUNICIPAL TANK APPROX.12.6 KM 1264630.5 | CP2715| CY5549 SLIKER RM 2 48.734 METERS 15610 | CP2715| CP2710 FLAG RM A 1965 APPROX.16.3 KM 1730133.9 | CP2715| CP2769 GRANGE HALL ATT MW TOWER APPROX.20.2 KM 2205430.0 | CP2715| CP2767 VICKSBURG NATL PARK LA MEM APPROX.13.5 KM 2495051.3 | CP2715| CP2760 VICKSBURG NATL PARK WIS MEM APPROX.12.6 KM 2524533.9 | CP2715| CP2757 VICKSBURG NATL PARK UNION MEM APPROX.14.4 KM 2600506.4 | CP2715| CY5550 SLIKER RM 3 25.910 METERS 27728 | CP2715| CP2714 OAK RIDGE LOOKOUT TOWER APPROX. 6.3 KM 3293041.0 | CP2715|---------------------------------------------------------------------| CP2715 CP2715 SUPERSEDED SURVEY CONTROL CP2715 CP2715 NAD 83(1986)- 32 23 56.38573(N) 090 42 45.95999(W) AD( ) 1 CP2715 NAD 27 - 32 23 55.86900(N) 090 42 45.59200(W) AD( ) 1 CP2715 NGVD 29 (07/19/86) 97.4 (m) 320. (f) VERT ANG CP2715 CP2715.Superseded values are not recommended for survey control. CP2715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2715.See file dsdata.txt to determine how the superseded data were derived. CP2715 CP2715_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR1512586964(NAD 83) CP2715_MARKER: DS = TRIANGULATION STATION DISK CP2715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2715 CP2715 HISTORY - Date Condition Report By CP2715 HISTORY - 1931 MONUMENTED CGS CP2715 HISTORY - 1959 GOOD CGS CP2715 HISTORY - 1965 GOOD CGS CP2715 HISTORY - 1967 GOOD MSHD CP2715 HISTORY - 1980 GOOD MSSU CP2715 HISTORY - 19811001 GOOD MSSU CP2715 HISTORY - 20050318 MARK NOT FOUND USPSQD CP2715 CP2715 STATION DESCRIPTION CP2715 CP2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (RLP) CP2715'STATION IS ABOUT 10 MILES NE OF VICKSBURG AND 3-1/2 MILES CP2715'N OF BOVINA, ON THE OLD SHLENKER PLACE. CP2715' CP2715'THE MARK IS ABOUT 0.1 MILE S OF THE DIRT ROAD ON A KNOLL, THE CP2715'HIGHEST POINT IN THE VICINITY, ABOUT 150 METERS NW OF A CP2715'TUMBLE-DOWN SHACK. THE MARK IS 14.8 METERS W OF THE LANE CP2715'AT A SMALL CUT, 16.3 METERS SE OF THE HEAD OF A GULLY AND 6.1 CP2715'METERS E OF THE HEAD OF A GULLY. CP2715' CP2715'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE CP2715'DISKS SET IN CONCRETE. CP2715' CP2715'REFERENCE MARK NO. 1 IS NW OF THE STATION NEAR THE NW END CP2715'OF A SHOULDER OF THE KNOLL. REFERENCE MARK NO. 2 IS SE OF CP2715'THE STATION 10.7 METERS NE OF THE LANE AND 1.5 METERS N OF THE CP2715'HEAD OF A GULLY. CP2715' CP2715'REACHED FROM VICKSBURG BY OLD JACKSON ROAD 12.7 MILES, OR 0.2 CP2715'MILE BEYOND A NEW WHITE HOUSE, TO A LANE LEADING S AT A CUT. CP2715'FROM BOVINA TAKE MAIN DIRT ROAD NE 5.0 MILES TO T, THENCE W CP2715'1.2 MILES TO LANE. CP2715' CP2715'HEIGHT OF SIGNAL ABOVE STATION MARK - 32 METERS. CP2715 CP2715 STATION RECOVERY (1959) CP2715 CP2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2715'STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION. CP2715'AN ADDITIONAL REFERENCE MARK, NUMBER 3 WAS ESTABLISHED. CP2715'FOLLOWING IS A COMPLETE NEW DESCRIPTION-- CP2715' CP2715'THE STATION IS ABOUT 9 MILES EAST AND 3-1/2 MILES NORTH OF CP2715'VICKSBURG, 4-1/2 MILES NORTH AND 6-1/2 MILES WEST OF EDWARDS, CP2715'3-1/2 MILES NORTH AND 1-1/4 MILES EAST OF BOVINA AND 0.15 CP2715'MILE SOUTH OF AN EAST-WEST GRAVELED ROAD. IT IS ON THE HIGHEST CP2715'POINT OF A WOODED HILL WHICH IS THE HIGHEST POINT IN THE CP2715'VICINITY. IT IS IN SECTION 4, T 16 N, R 5 E. CP2715' CP2715'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 61 CP2715'AND 80 IN THE SOUTH EDGE OF VICKSBURG, GO EAST ON HIGHWAY 80 CP2715'(BYPASS) FOR 4.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 80, CP2715'CONTINUE EAST ON THE HIGHWAY FOR 5.8 MILES TO A SIDE ROAD CP2715'AND SIGN BOVINA EXIT ON THE RIGHT, TURN RIGHT ON THE SIDE CP2715'ROAD AND GO EASTERLY FOR 0.2 MILE TO A NORTH-SOUTH MACADAM CP2715'ROAD, TURN LEFT ON THE MACADAM ROAD AND GO NORTH (CROSSING CP2715'OVERPASS BRIDGE) FOR 4.1 MILES TO A T-JUNCTION, TURN LEFT AND CP2715'GO WEST ON GRAVELED ROAD FOR 0.2 MILE TO A FORK, TAKE THE CP2715'LEFT ROAD AND CONTINUE WEST FOR 0.85 MILE TO A SIDE ROAD CP2715'ON THE LEFT (THROUGH CUTBANK), TURN LEFT ON THE SIDE ROAD CP2715'AND GO SOUTH FOR 0.1 MILE TO TRIANGLE BLAZE ON THE NORTH CP2715'SIDE OF 25-INCH OAK TREE AND STATION ON RIGHT. CP2715' CP2715'THE STATION MARKS ARE STANDARD DISKS, STAMPED SLIKER 1931. CP2715'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE CP2715'POST WHICH IS FLUSH WITH THE GROUND. IT IS 100 FEET CP2715'SOUTH-SOUTHWEST OF THE TRIANGLE BLAZE ON 25-INCH OAK TREE, 39 FEET CP2715'WEST OF THE EDGE OF WEST CUTBANK OF TRACK ROAD, 38 FEET CP2715'SOUTH-SOUTHEAST OF TRIANGLE BLAZE ON SOUTHEAST SIDE OF CP2715'14-INCH PINE TREE AND 22 FEET EAST-NORTHEAST OF CP2715'TRIANGLE BLAZE ON EAST SIDE OF 14-INCH OAK TREE. IT IS CP2715'ABOUT 8 FEET HIGHER THAN THE ROAD SURFACE. THE UNDERGROUND CP2715'DISK IS SET IN AN IRREGULAR MASS OF CONCRETE. CP2715' CP2715'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED SLIKER NO 1 1931, CP2715'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST PROJECTING CP2715'3 INCHES. IT IS 243 FEET NORTH-NORTHWEST OF TRIANGLE BLAZE CP2715'ON 25-INCH OAK TREE AND 138 FEET WEST OF THE CENTER OF THE CP2715'TRACK ROAD. CP2715' CP2715'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED SLIKER NO 2 1931, CP2715'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST PROJECTING CP2715'2 INCHES. IT IS 197 FEET SOUTH-SOUTHEAST OF TRIANGLE BLAZE ON CP2715'PINE TREE, 166 FEET SOUTHEAST OF TRIANGLE BLAZE ON 14-INCH CP2715'OAK TREE AND 38 FEET EAST OF THE CENTER OF TRACK ROAD. CP2715' CP2715'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED SLIKER NO 3 1931, CP2715'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING CP2715'6 INCHES. IT IS 124 FEET WEST OF THE EDGE OF WEST CUTBANK CP2715'OF TRACK ROAD, 69 FEET WEST-SOUTHWEST OF TRIANGLE BLAZE ON CP2715'PINE TREE AND 66 FEET WEST-NORTHWEST OF TRIANGLE BLAZE ON 14-INCH CP2715'OAK TREE. CP2715' CP2715'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK. CP2715' CP2715'HEIGHT OF LIGHT PLATE - 34 METERS. CP2715 CP2715 STATION RECOVERY (1965) CP2715 CP2715'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (AJ) CP2715'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION. CP2715'A CHECK WAS MADE OF THE DISTANCE AND DIRECTION TO THE MARKS CP2715'AND FOUND TO BE CORRECT. NO SUITABLE LOCATION WAS FOUND FOR CP2715'AN AZIMUTH MARK BECAUSE OF THE THICK GROWTH OF TIMBER SURROUNDING CP2715'THE STATION. A NEW ROUTE TO THE STATION FOLLOWS. CP2715' CP2715'TO REACH FROM THE EXIT OF INTERSTATE HIGHWAY NO. 20 IN THE CP2715'NORTHWEST EDGE OF THE VILLAGE OF BOVINA, GO NORTHERLY ON CP2715'SURFACED ROAD FOR 4.0 MILES TO A FORK. TAKE LEFT FORK AND CP2715'GO WESTERLY ON A GRAVELED ROAD FOR 0.5 MILE TO A CONCRETE CP2715'BRIDGE. CONTINUE WESTERLY ON GRAVELED ROAD FOR 0.4 MILE TO A CP2715'DIM WOODS ROAD ON LEFT. TURN LEFT AND GO SOUTHERLY ON DIM CP2715'WOODS ROAD FOR 0.15 MILE TO STATION ON HIGHEST PART OF THE CP2715'HILL. CP2715' CP2715'HEIGHT OF LIGHT ABOVE STATION MARK 34.20 METERS. CP2715 CP2715 STATION RECOVERY (1967) CP2715 CP2715'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2715'THE STATION WAS VISITED 2-24-67 AND ALL MARKS WERE FOUND IN CP2715'GOOD CONDITION. CP2715' CP2715'THE STATION IS LOCATED APPROXIMATELY 10.5 MILES NORTHEAST CP2715'OF VICKSBURG, 7.8 MILES SOUTHEAST OF REDWOOD, 3.5 MILES NORTHEAST CP2715'OF BOVINA ON THE HIGHEST POINT ON A WOODED HILL AND IS IN THE CP2715'NORTHEAST 1/4 OF SECTION 4, T 16N, R 5E. (NOTE) THIS STATION CP2715'DOES NOT HAVE AN AZIMUTH. CP2715' CP2715'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF MONROE AND CP2715'CROWFORD STREETS IN VICKSBURG, GO (NORTHWEST) ON MONROE CP2715'STREET FOR 0.1 MILE TO THE INTERSECTION OF CLAY STREET. TURN CP2715'RIGHT (NORTHEAST) AND CONTINUE ON CLAY STREET OFR 2.3 MILES TO CP2715'INTERSTATE 20. CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 0.9 CP2715'MILE TO THE INTERSECTION OF MISSISSIPPI HIGHWAY 27. CONTINUE CP2715'(NORTHEAST) ON HIGHWAY 80 FOR 2.0 MILES TO A CROSSROADS. CP2715'CONTINUE (NORTHEAST) ON U.S. HIGHWAY 80 FOR 3.45 MILES TO A SIDE CP2715'ROAD RIGHT JUST BEFORE REACHING AN OVER PASS. TURN RIGHT CP2715'(SOUTHEAST) AND CONTINUE ON A BLACKTOP ROAD FOR 0.1 MILE TO A CP2715'SIDE ROAD LEFT. TURN LEFT AND CONTINUE (EAST NORTHEAST) CP2715'ON A BLACKTOP ROAD FOR 0.3 MILE TO A BRIDGE OVER INTERSTATE CP2715'20. CONTINUE (NORTHEAST) ON A BLACKTOP ROAD FOR 4.2 MILES CP2715'TO A T INTERSECTION. TURN LEFT (NORTHWEST) AND CONTINUE ON AN CP2715'ALL WEATHER ROAD FOR 0.15 MILE TO A FORK. TAKE THE LEFT CP2715'FORK AND CONTINUE (SOUTHWEST) ON AN ALL WEATHER ROAD FOR 0.9 CP2715'MILE TO A TRACK ROAD LEFT. TURN LEFT (SOUTH AND CONTINUE ON A CP2715'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE RIGHT. CP2715' CP2715'ALL MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF A 12 IN CP2715'CONCRETE POST, EXCEPT R.M. 3 WHICH IS AN 11 IN SQUARE POST. CP2715'THE STATION DISK IS STAMPED SLIKER 1931 AND IS FLUSH WITH THE CP2715'GROUND SURFACE. IT IS 97 FEET SOUTHWEST OF A 24 IN TRIANGULAR CP2715'BLAZED OAK, 49 FEET WEST OF THE CENTER OF THE TRACK ROAD, CP2715'38.5 FEET SOUTHEAST OF A 12 IN BLAZED PINE, 21.5 FEET EAST CP2715'OF A 10 IN BLAZED OAK, AND 1.4 FEET EAST OF A METAL WITNESS CP2715'POST. CP2715' CP2715'R.M. 1 IS 136 FEET WEST NORTHWEST OF THE CENTER OF THE TRACK CP2715'ROAD, 52.5 FEET WEST OF A 16 IN BLAZED OAK, 36 FEET SOUTHEAST CP2715'OF A 16 IN BLAZED OAK AND 1.1 FOOT SOUTH OF A METAL WITNESS CP2715'POST, AND IS STAMPED SLIKER NO. 1 (1931) AND PROJECTS 3 INCHES. CP2715' CP2715'R.M. 2 IS 38 FEET EAST OF THE CENTER OF THE TRACK ROAD, 46 FEET CP2715'SOUTHEAST OF A 14 IN BLAZED OAK, 22.5 FEET NORTHWEST OF A 12 CP2715'IN BLAZED PINE AND 4 FEET NORTH OF THE EDGE OF A GULLY AND CP2715'IS STAMPED SLIKER NO. 2 (1931) AND PROJECTS 2 INCHES. CP2715' CP2715'R.M. 3 IS 134 FEET WEST OF THE CENTER OF THE TRACK ROAD, 67.5 CP2715'FEET WEST SOUTHWEST OF A 12 IN PINE, 64.5 FEET WEST OF A 10 IN CP2715'OAK, AND 52.5 FEET SOUTHEAST OF A 24 IN OAK AND IS STAMPED CP2715'SLIKER NO. 3 1931 AND PROJECTS 6 INCHES. CP2715 CP2715 STATION RECOVERY (1980) CP2715 CP2715'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB) CP2715'STATION, REFERENCE MARKS 1, 2, AND 3 RECOVERED IN GOOD CONDITION. CP2715 CP2715 STATION RECOVERY (1981) CP2715 CP2715'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP2715'RECOVERED IN GOOD CONDITION. CP2715 CP2715 STATION RECOVERY (2005) CP2715 CP2715'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2715'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0543 *********************************************************************** CP0543 DESIGNATION - T 225 CP0543 PID - CP0543 CP0543 STATE/COUNTY- MS/WARREN CP0543 USGS QUAD - VICKSBURG EAST (1962) CP0543 CP0543 *CURRENT SURVEY CONTROL CP0543 ___________________________________________________________________ CP0543* NAD 83(1986)- 32 19 40. (N) 090 49 35. (W) SCALED CP0543* NAVD 88 - 64.100 (meters) 210.30 (feet) ADJUSTED CP0543 ___________________________________________________________________ CP0543 GEOID HEIGHT- -26.54 (meters) GEOID03 CP0543 DYNAMIC HT - 64.026 (meters) 210.06 (feet) COMP CP0543 MODELED GRAV- 979,477.7 (mgal) NAVD 88 CP0543 CP0543 VERT ORDER - FIRST CLASS I CP0543 CP0543.The horizontal coordinates were scaled from a topographic map and have CP0543.an estimated accuracy of +/- 6 seconds. CP0543 CP0543.The orthometric height was determined by differential leveling CP0543.and adjusted by the National Geodetic Survey in June 1991. CP0543.WARNING-Repeat measurements at this control monument indicate possible CP0543.vertical movement. CP0543 CP0543.The geoid height was determined by GEOID03. CP0543 CP0543.The dynamic height is computed by dividing the NAVD 88 CP0543.geopotential number by the normal gravity value computed on the CP0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0543.degrees latitude (g = 980.6199 gals.). CP0543 CP0543.The modeled gravity was interpolated from observed gravity values. CP0543 CP0543; North East Units Estimated Accuracy CP0543;SPC MS W - 313,600. 653,580. MT (+/- 180 meters Scaled) CP0543 CP0543 SUPERSEDED SURVEY CONTROL CP0543 CP0543 NGVD 29 (??/??/??) 64.131 (m) 210.40 (f) ADJUSTED 1 1 CP0543 CP0543.Superseded values are not recommended for survey control. CP0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0543.See file dsdata.txt to determine how the superseded data were derived. CP0543 CP0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR045788(NAD 83) CP0543_MARKER: DB = BENCH MARK DISK CP0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0543_SP_SET: CONCRETE POST CP0543_STAMPING: T 225 1968 CP0543_MARK LOGO: CGS CP0543_MAGNETIC: N = NO MAGNETIC MATERIAL CP0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0543+STABILITY: SURFACE MOTION CP0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP0543+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0543 CP0543 HISTORY - Date Condition Report By CP0543 HISTORY - 1968 MONUMENTED CGS CP0543 HISTORY - 1973 GOOD NGS CP0543 HISTORY - 19920204 GOOD NGS CP0543 HISTORY - 20050319 GOOD USPSQD CP0543 CP0543 STATION DESCRIPTION CP0543 CP0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0543'4.0 MI SE FROM VICKSBURG. CP0543'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0543'COURTHOUSE AT VICKSBURG, THENCE 3.6 MILES SOUTHEAST ALONG THE ILLINOIS CP0543'CENTRAL RAILROAD, 10 1/2 RAILS EAST OF MILEPOST 136, 109 1/2 FEET CP0543'SOUTHWEST OF THE CENTER OF THE CROSSING WITH A GRAVEL ROAD, 102 FEET CP0543'WEST OF CENTER LINE OF A PAVED ROAD, 91 FEET SOUTHEAST OF AND ACROSS CP0543'THE TRACKS FROM A TELEPHONE POLE 5252, AND BRACED BY TWO GUY WIRES, 46 CP0543'FEET WEST OF A TELEPHONE POLE, 27 1/2 FEET SOUTH OF THE SOUTH RAIL, CP0543'1/2 FOOT NORTH OF A FENCE, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE CP0543'RAILS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. SEC CP0543'31, T 16N, R 4E. CP0543 CP0543 STATION RECOVERY (1992) CP0543 CP0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0543'0.3 KM (0.20 MI) SOUTHERLY ALONG CHERRY STREET FROM THE COURTHOUSE IN CP0543'VICKSBURG, THENCE 4.8 KM (3.00 MI) EASTERLY ALONG U.S. HIGHWAY 80 CP0543'(CLAY STREET), THENCE 0.3 KM (0.20 MI) SOUTHEASTERLY ALONG STATE CP0543'HIGHWAY 27, THENCE 1.6 KM (1.00 MI) SOUTHERLY ALONG PAXTON ROAD, 30.9 CP0543'M (101.4 FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 12.5 M CP0543'(41.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 8.5 M CP0543'(27.9 FT) SOUTH OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, CP0543'4.4 M (14.4 FT) EAST OF A UTILITY POLE WITH A METER BOX, 2.6 M CP0543'(8.5 FT) EAST OF A FENCE CORNER, AND THE MONUMENT PROJECTS 0.1 M CP0543'(0.3 FT) ABOVE THE GROUND SURFACE. CP0543 CP0543 STATION RECOVERY (2005) CP0543 CP0543'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP0543'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0575 *********************************************************************** CP0575 DESIGNATION - T 236 CP0575 PID - CP0575 CP0575 STATE/COUNTY- MS/WARREN CP0575 USGS QUAD - REDWOOD (1962) CP0575 CP0575 *CURRENT SURVEY CONTROL CP0575 ___________________________________________________________________ CP0575* NAD 83(1986)- 32 25 03. (N) 090 50 01. (W) SCALED CP0575* NAVD 88 - 32.261 (meters) 105.84 (feet) ADJUSTED CP0575 ___________________________________________________________________ CP0575 GEOID HEIGHT- -26.57 (meters) GEOID03 CP0575 DYNAMIC HT - 32.224 (meters) 105.72 (feet) COMP CP0575 MODELED GRAV- 979,495.2 (mgal) NAVD 88 CP0575 CP0575 VERT ORDER - FIRST CLASS I CP0575 CP0575.The horizontal coordinates were scaled from a topographic map and have CP0575.an estimated accuracy of +/- 6 seconds. CP0575 CP0575.The orthometric height was determined by differential leveling CP0575.and adjusted by the National Geodetic Survey in June 1991. CP0575 CP0575.The geoid height was determined by GEOID03. CP0575 CP0575.The dynamic height is computed by dividing the NAVD 88 CP0575.geopotential number by the normal gravity value computed on the CP0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0575.degrees latitude (g = 980.6199 gals.). CP0575 CP0575.The modeled gravity was interpolated from observed gravity values. CP0575 CP0575; North East Units Estimated Accuracy CP0575;SPC MS W - 323,550. 652,950. MT (+/- 180 meters Scaled) CP0575 CP0575 SUPERSEDED SURVEY CONTROL CP0575 CP0575 NGVD 29 (??/??/92) 32.316 (m) 106.02 (f) ADJ UNCH 1 1 CP0575 CP0575.Superseded values are not recommended for survey control. CP0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0575.See file dsdata.txt to determine how the superseded data were derived. CP0575 CP0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR037887(NAD 83) CP0575_MARKER: DV = VERTICAL CONTROL DISK CP0575_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0575+WITH SETTING: INTO GROUND CP0575_SP_SET: METAL ROD WITH BASE PLATE CP0575_STAMPING: T 236 1973 CP0575_MARK LOGO: NGS CP0575_PROJECTION: FLUSH CP0575_MAGNETIC: N = NO MAGNETIC MATERIAL CP0575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY CP0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0575+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP0575_ROD/PIPE-DEPTH: 1.2 meters CP0575 CP0575 HISTORY - Date Condition Report By CP0575 HISTORY - 1973 MONUMENTED NGS CP0575 HISTORY - 19920203 GOOD NGS CP0575 HISTORY - 19991029 GOOD NGS CP0575 HISTORY - 20050319 GOOD USPSQD CP0575 CP0575 STATION DESCRIPTION CP0575 CP0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0575'5.8 MI N FROM VICKSBURG. CP0575'ABOUT 0.15 MILE WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0575'COURT HOUSE AT VICKSBURG, THENCE 5.65 MILES NORTH ALONG U.S. HIGHWAY CP0575'61, ALSO MARK CAN BE REACHED BY GOING 4.85 MILES SOUTHWEST ALONG U.S. CP0575'HIGHWAY 61 FROM THE JUNCTION OF STATE HIGHWAY 3 AT REDWOOD, 0.3 MILE CP0575'NORTHEAST OF THE NORTHSIDE BAPTIST CHURCH, 55 FEET NORTHWEST OF CENTER CP0575'LINE OF THE HIGHWAY, 215 FEET NORTHEAST OF A UNDERGROUND TELEPHONE CP0575'CABLE CANNISTER NO. B-99 AND MARKER POST, 7.5 FEET NORTHEAST OF A LONE CP0575'40-INCH COTTONWOOD TREE, 5 FEET NORTHWEST OF A OLD FENCE LINE, 1 FOOT CP0575'SOUTH OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE CP0575'HIGHWAY, AND ON THE TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED CP0575'TO A METAL BASE PLATE, THE DISK PROJECTS 1 INCH ABOVE THE SURFACE OF CP0575'THE GROUND AND ENCASED IN A 4-INCH IRON PIPE WHICH PROJECTS 2 INCHES. CP0575'SECTION 37, T 17N, R 4E. CP0575 CP0575 STATION RECOVERY (1992) CP0575 CP0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0575'8.9 KM (5.55 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0575'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0575'(CLAY STREET) IN VICKSBURG, 16.8 M (55.1 FT) NORTHWEST OF THE HIGHWAY CP0575'CENTERLINE, 2.3 M (7.5 FT) NORTHEAST OF A 50-INCH COTTONWOOD TREE, CP0575'0.5 M (1.6 FT) BELOW THE GROUND SURFACE, AND 0.3 M (1.0 FT) SOUTHWEST CP0575'OF A WITNESS POST. CP0575 CP0575 STATION RECOVERY (1999) CP0575 CP0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP0575'RECOVERED AS DESCRIBED. CONTRARY TO EARLIER REPORT, STATION IS TOO CP0575'CLOSE TO NORTH SIDE OF ENORMOUS TREE TO RECEIVE GPS SIGNALS CP0575'EFFECTIVELY. TO REACH THE STATION FROM THE INTERSECTION OF BUSINESS CP0575'ROUTE 61 AND THE PORT ROAD, NORTH OF VICKSBURG, DRIVE 3.4 MILES (5.5 CP0575'KM) NORTH ON BUSINESS 61 TO THE MARK ON THE LEFT, WEST, SIDE OF THE CP0575'HIGHWAY IN A MOSTLY CLEARED FIELD. THE MARK IS 0.1 MILES (0.2 KM) CP0575'SOUTH OF A LONG RED-BRICK LUMBER DRYING KILN, ALSO OFF THE LEFT SIDE CP0575'OF THE HWY. IT IS STILL ABOUT 2 M (6.6 FT) NORTH OF THAT LONE LARGE CP0575'COTTONWOOD TREE, NOW FLUSH WITH GROUND LEVEL, AND 0.3 M (1.0 FT) CP0575'SOUTHWEST OF THE WITNESS POST. CP0575 CP0575 STATION RECOVERY (2005) CP0575 CP0575'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0575'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0539 *********************************************************************** CP0539 DESIGNATION - V 225 CP0539 PID - CP0539 CP0539 STATE/COUNTY- MS/WARREN CP0539 USGS QUAD - VICKSBURG EAST (1962) CP0539 CP0539 *CURRENT SURVEY CONTROL CP0539 ___________________________________________________________________ CP0539* NAD 83(1986)- 32 20 23. (N) 090 46 50. (W) SCALED CP0539* NAVD 88 - 98.809 (meters) 324.18 (feet) ADJUSTED CP0539 ___________________________________________________________________ CP0539 GEOID HEIGHT- -26.54 (meters) GEOID03 CP0539 DYNAMIC HT - 98.695 (meters) 323.80 (feet) COMP CP0539 MODELED GRAV- 979,479.9 (mgal) NAVD 88 CP0539 CP0539 VERT ORDER - FIRST CLASS I CP0539 CP0539.The horizontal coordinates were scaled from a topographic map and have CP0539.an estimated accuracy of +/- 6 seconds. CP0539 CP0539.The orthometric height was determined by differential leveling CP0539.and adjusted by the National Geodetic Survey in June 1991. CP0539 CP0539.The geoid height was determined by GEOID03. CP0539 CP0539.The dynamic height is computed by dividing the NAVD 88 CP0539.geopotential number by the normal gravity value computed on the CP0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0539.degrees latitude (g = 980.6199 gals.). CP0539 CP0539.The modeled gravity was interpolated from observed gravity values. CP0539 CP0539; North East Units Estimated Accuracy CP0539;SPC MS W - 314,910. 657,900. MT (+/- 180 meters Scaled) CP0539 CP0539 SUPERSEDED SURVEY CONTROL CP0539 CP0539 NGVD 29 (??/??/??) 98.841 (m) 324.28 (f) ADJUSTED 1 1 CP0539 CP0539.Superseded values are not recommended for survey control. CP0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0539.See file dsdata.txt to determine how the superseded data were derived. CP0539 CP0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR088802(NAD 83) CP0539_MARKER: DB = BENCH MARK DISK CP0539_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) CP0539_SP_SET: COPPER-CLAD STEEL ROD CP0539_STAMPING: V 225 1968 CP0539_MARK LOGO: CGS CP0539_PROJECTION: PROJECTING 8 CENTIMETERS CP0539_MAGNETIC: I = MARKER IS A STEEL ROD CP0539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0539+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992 CP0539_ROD/PIPE-DEPTH: 15.5 meters CP0539 CP0539 HISTORY - Date Condition Report By CP0539 HISTORY - 1968 MONUMENTED CGS CP0539 HISTORY - 1973 GOOD NGS CP0539 HISTORY - 19920609 GOOD NGS CP0539 HISTORY - 20050319 GOOD USPSQD CP0539 CP0539 STATION DESCRIPTION CP0539 CP0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0539'6.9 MI SE FROM VICKSBURG. CP0539'ABOUT 0.4 MILES SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0539'COURTHOUSE AT VICKSBURG, THENCE 6.5 MILES EAST ALONG THE ILLINOIS CP0539'CENTRAL RAILROAD, 56 FEET SOUTH OF AND ACROSS TRACK FROM MILEPOST 133, CP0539'31 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 148 FEET SOUTHWEST OF THE CP0539'CENTER LINE OF A DRIVEWAY, 30 FEET SOUTHWEST OF A 36-INCH OAK TREE, 19 CP0539'FEET SOUTHWEST OF THE CENTER OF A GATE, 1 1/2 FEET NORTHWEST OF A CP0539'FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE THE CP0539'LEVEL OF THE TRACK AND SET ON THE TOP OF A COPPER COATED STEEL ROD, 1 CP0539'INCH BELOW THE SURFACE OF THE GROUND AND PROTECTED IN A 6 INCH CAST CP0539'IRON PIPE THAT IS FLUSH WITH THE GROUND. ROD DRIVEN TO A DEPTH OF 51 CP0539'FEET. SEC 28, T 16N, R 4E. CP0539 CP0539 STATION RECOVERY (1992) CP0539 CP0539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0539'0.3 KM (0.20 MI) SOUTHERLY ALONG CHERRY STREET FROM THE COURTHOUSE IN CP0539'VICKSBURG, THENCE 7.0 KM (4.35 MI) EASTERLY ALONG U.S. HIGHWAY 80 CP0539'HISTORIC (CLAY STREET), THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG MOUNT CP0539'ALBAN ROAD, THENCE 1.2 KM (0.75 MI) NORTHEASTERLY ALONG WARRIORS CP0539'TRAIL, 45.0 M (147.6 FT) SOUTHEAST OF THE CENTER OF THE TRAIL, 44.3 M CP0539'(145.3 FT) SOUTHWEST OF THE CENTER OF A DRIVEWAY, 9.7 M (31.8 FT) CP0539'SOUTHEAST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL RAILROAD, 3.4 M CP0539'(11.2 FT) NORTHEAST OF A BRACED FENCE POST, 1.0 M (3.3 FT) ABOVE THE CP0539'LEVEL OF THE TRACK, 0.5 M (1.6 FT) NORTHWEST OF THE FENCE, AND 0.3 M CP0539'(1.0 FT) SOUTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A CP0539'6-INCH METAL PIPE AND IS FLUSH WITH THE GROUND SURFACE. CP0539 CP0539 STATION RECOVERY (2005) CP0539 CP0539'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) CP0539'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9043 *********************************************************************** DF9043 HT_MOD - This is a Height Modernization Survey Station. DF9043 DESIGNATION - VHM 1 DF9043 PID - DF9043 DF9043 STATE/COUNTY- MS/WARREN DF9043 USGS QUAD - VICKSBURG EAST (1962) DF9043 DF9043 *CURRENT SURVEY CONTROL DF9043 ___________________________________________________________________ DF9043* NAD 83(1993)- 32 20 40.16808(N) 090 50 04.84700(W) ADJUSTED DF9043* NAVD 88 - 77.80 (meters) 255.2 (feet) GPS OBS DF9043 ___________________________________________________________________ DF9043 X - -78,573.043 (meters) COMP DF9043 Y - -5,393,188.719 (meters) COMP DF9043 Z - 3,392,793.727 (meters) COMP DF9043 LAPLACE CORR- 0.08 (seconds) DEFLEC99 DF9043 ELLIP HEIGHT- 51.27 (meters) (11/18/03) GPS OBS DF9043 GEOID HEIGHT- -26.55 (meters) GEOID03 DF9043 DF9043 HORZ ORDER - FIRST DF9043 ELLP ORDER - THIRD CLASS II DF9043 DF9043.The horizontal coordinates were established by GPS observations DF9043.and adjusted by the National Geodetic Survey in November 2003. DF9043 DF9043.The orthometric height was determined by GPS observations and a DF9043.high-resolution geoid model using precise GPS observation and DF9043.processing techniques. DF9043 DF9043.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9043 DF9043.The Laplace correction was computed from DEFLEC99 derived deflections. DF9043 DF9043.The ellipsoidal height was determined by GPS observations DF9043.and is referenced to NAD 83. DF9043 DF9043.The geoid height was determined by GEOID03. DF9043 DF9043; North East Units Scale Factor Converg. DF9043;SPC MS W - 315,458.421 652,806.287 MT 0.99997746 -0 16 05.6 DF9043;UTM 15 - 3,580,681.680 703,778.573 MT 1.00011211 +1 09 31.9 DF9043 DF9043! - Elev Factor x Scale Factor = Combined Factor DF9043!SPC MS W - 0.99999195 x 0.99997746 = 0.99996941 DF9043!UTM 15 - 0.99999195 x 1.00011211 = 1.00010406 DF9043 DF9043 SUPERSEDED SURVEY CONTROL DF9043 DF9043.No superseded survey control is available for this station. DF9043 DF9043_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0377980682(NAD 83) DF9043_MARKER: DD = SURVEY DISK DF9043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9043_STAMPING: VHM-1 2002 DF9043_MARK LOGO: USACE DF9043_PROJECTION: FLUSH DF9043_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9043+STABILITY: SURFACE MOTION DF9043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9043+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9043 DF9043 HISTORY - Date Condition Report By DF9043 HISTORY - 20020620 MONUMENTED USACE DF9043 HISTORY - 20050319 GOOD USPSQD DF9043 DF9043 STATION DESCRIPTION DF9043 DF9043'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9043'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI AT THE DF9043'ENTRANCE TO THE U.S. ARMY CORPS OF ENGINEERS, VICKSBURG DISTRICT DF9043'HEADQUARTERS ON CLAY STREET, 0.8 MILES EAST OF THE CLAY STREET DF9043'ENTRANCE TO THE VICKSBURG NATIONAL MILITARY PARK. DF9043'OWNERSHIP IS BY VICKSBURG DISTRICT CORPS OF ENGINEERS. DF9043'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 DF9043'AND CLAY STREET IN VICKSBURG, MISSISSIPPI PROCEED 0.3 MILES DF9043'EAST ON CLAY STREET TO THE THE ENTRANCE OF THE DF9043'VICKSBURG DISTRICT CORPS OF ENGINEERS HEADQUARTERS, TURN LEFT DF9043'AT THIS ENTRANCE AND PROCEED TO THE QUARD HOUSE ON THE DF9043'LEFT AND THE STATION ON THE RIGHT. DF9043'THE STATION IS A STANDARD COE BRASS CAP SET DF9043'ON A CONCRETE STORM DRAIN DROP INLET. DF9043' DF9043 DF9043 STATION RECOVERY (2005) DF9043 DF9043'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) DF9043'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9053 *********************************************************************** DF9053 HT_MOD - This is a Height Modernization Survey Station. DF9053 DESIGNATION - VHM 10 DF9053 PID - DF9053 DF9053 STATE/COUNTY- MS/WARREN DF9053 USGS QUAD - VICKSBURG WEST (1962) DF9053 DF9053 *CURRENT SURVEY CONTROL DF9053 ___________________________________________________________________ DF9053* NAD 83(1993)- 32 20 01.16119(N) 090 52 57.13731(W) ADJUSTED DF9053* NAVD 88 - 51.65 (meters) 169.5 (feet) GPS OBS DF9053 ___________________________________________________________________ DF9053 X - -83,087.435 (meters) COMP DF9053 Y - -5,393,741.778 (meters) COMP DF9053 Z - 3,391,764.540 (meters) COMP DF9053 LAPLACE CORR- 0.35 (seconds) DEFLEC99 DF9053 ELLIP HEIGHT- 25.11 (meters) (11/18/03) GPS OBS DF9053 GEOID HEIGHT- -26.55 (meters) GEOID03 DF9053 DF9053 HORZ ORDER - FIRST DF9053 ELLP ORDER - THIRD CLASS II DF9053 DF9053.The horizontal coordinates were established by GPS observations DF9053.and adjusted by the National Geodetic Survey in November 2003. DF9053 DF9053.The orthometric height was determined by GPS observations and a DF9053.high-resolution geoid model using precise GPS observation and DF9053.processing techniques. DF9053 DF9053.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9053 DF9053.The Laplace correction was computed from DEFLEC99 derived deflections. DF9053 DF9053.The ellipsoidal height was determined by GPS observations DF9053.and is referenced to NAD 83. DF9053 DF9053.The geoid height was determined by GEOID03. DF9053 DF9053; North East Units Scale Factor Converg. DF9053;SPC MS W - 314,279.005 648,294.967 MT 0.99998296 -0 17 37.5 DF9053;UTM 15 - 3,579,390.137 699,297.479 MT 1.00008983 +1 07 58.4 DF9053 DF9053! - Elev Factor x Scale Factor = Combined Factor DF9053!SPC MS W - 0.99999606 x 0.99998296 = 0.99997902 DF9053!UTM 15 - 0.99999606 x 1.00008983 = 1.00008589 DF9053 DF9053 SUPERSEDED SURVEY CONTROL DF9053 DF9053.No superseded survey control is available for this station. DF9053 DF9053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9929779390(NAD 83) DF9053_MARKER: DD = SURVEY DISK DF9053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9053_STAMPING: VHM-10 2002 DF9053_MARK LOGO: USACE DF9053_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9053+STABILITY: SURFACE MOTION DF9053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9053+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9053 DF9053 HISTORY - Date Condition Report By DF9053 HISTORY - 20020620 MONUMENTED USACE DF9053 HISTORY - 20050319 GOOD USPSQD DF9053 DF9053 STATION DESCRIPTION DF9053 DF9053'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9053'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI. DF9053'OWNERSHIP IS BY CITY OF VICKSBURG, MISSISSIPPI. DF9053'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 DF9053'AND HALLS FERRY ROAD PROCEED 0.9 MILES NORTHERLY ALONG DF9053'HALLS FERRY ROAD TO ITS INTERSECTION WITH BOMAR AVE., DF9053'TURN LEFT ONTO BOMAR AVE. AND PROCEED 0.3 MILES WESTERLY DF9053'ON BOMAR AVE. TO ITS INTERSECTION WITH LETITIA STREET, DF9053'TURN LEFT ONTO LETITIA STREET AND PROCEED DF9053'100 FEET TO THE STATION ON THE LEFT. DF9053'THE STATION IS A STANDARD COE BRASS CAP SET DF9053'ON TOP OF A 54 INCH RCP (CONCRETE CULVERT) WHICH DF9053'IS LOCATED AT THE END OF THE DITCH BETWEEN DF9053'LITITIA STREET AND GREEN STREET. THE STATION IS DF9053'LOCATED 38 FEET EAST OF THE CENTERLINE OF DF9053'LETITIA STREET, 122 FEET SOUTH OF BOMAR AVE., DF9053'AT THE NORTH END OF THE PAVED PARKING LOT FOR THE DF9053'KING DAVID NO. 1 MISSIONARY BAPTIST CHURCH. DF9053' DF9053' DF9053 DF9053 STATION RECOVERY (2005) DF9053 DF9053'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) DF9053'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9044 *********************************************************************** DF9044 HT_MOD - This is a Height Modernization Survey Station. DF9044 DESIGNATION - VHM 2 DF9044 PID - DF9044 DF9044 STATE/COUNTY- MS/WARREN DF9044 USGS QUAD - VICKSBURG EAST (1962) DF9044 DF9044 *CURRENT SURVEY CONTROL DF9044 ___________________________________________________________________ DF9044* NAD 83(1993)- 32 18 51.44031(N) 090 51 44.27799(W) ADJUSTED DF9044* NAVD 88 - 53.42 (meters) 175.3 (feet) GPS OBS DF9044 ___________________________________________________________________ DF9044 X - -81,199.493 (meters) COMP DF9044 Y - -5,394,920.528 (meters) COMP DF9044 Z - 3,389,950.643 (meters) COMP DF9044 LAPLACE CORR- 0.07 (seconds) DEFLEC99 DF9044 ELLIP HEIGHT- 26.89 (meters) (11/18/03) GPS OBS DF9044 GEOID HEIGHT- -26.54 (meters) GEOID03 DF9044 DF9044 HORZ ORDER - FIRST DF9044 ELLP ORDER - THIRD CLASS II DF9044 DF9044.The horizontal coordinates were established by GPS observations DF9044.and adjusted by the National Geodetic Survey in November 2003. DF9044 DF9044.The orthometric height was determined by GPS observations and a DF9044.high-resolution geoid model using precise GPS observation and DF9044.processing techniques. DF9044 DF9044.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9044 DF9044.The Laplace correction was computed from DEFLEC99 derived deflections. DF9044 DF9044.The ellipsoidal height was determined by GPS observations DF9044.and is referenced to NAD 83. DF9044 DF9044.The geoid height was determined by GEOID03. DF9044 DF9044; North East Units Scale Factor Converg. DF9044;SPC MS W - 312,121.839 650,189.767 MT 0.99998058 -0 16 58.0 DF9044;UTM 15 - 3,577,280.563 701,245.605 MT 1.00009946 +1 08 35.2 DF9044 DF9044! - Elev Factor x Scale Factor = Combined Factor DF9044!SPC MS W - 0.99999578 x 0.99998058 = 0.99997636 DF9044!UTM 15 - 0.99999578 x 1.00009946 = 1.00009524 DF9044 DF9044 SUPERSEDED SURVEY CONTROL DF9044 DF9044.No superseded survey control is available for this station. DF9044 DF9044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0124677281(NAD 83) DF9044_MARKER: DD = SURVEY DISK DF9044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9044_STAMPING: VHM-2 2002 DF9044_MARK LOGO: USACE DF9044_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9044+STABILITY: SURFACE MOTION DF9044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9044+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9044 DF9044 HISTORY - Date Condition Report By DF9044 HISTORY - 20020620 MONUMENTED USACE DF9044 HISTORY - 20050319 GOOD USPSQD DF9044 DF9044 STATION DESCRIPTION DF9044 DF9044'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9044'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI. DF9044'OWNERSHIP IS BY CITY OF VICKSBURG, WARREN COUNTY. DF9044'TO REACH THE STATION FROM INTERSTATE 20 AND WISCONSIN AVENUE IN DF9044'VICKSBURG, DF9044'MISSISSIPPI PROCEED 0.7 MILES SOUTHEASTERLY ON WISCONSIN AVENUE TO THE DF9044'STATION ON THE RIGHT.THE STATION IS LOCATED IN FRONT OF THE DF9044'WARREN-YAZOO MENTAL DF9044'HEALTH SERVICE COMPLEX AND ACROSS THE STREET FROM THE NEW VISION DF9044'FAMILY WORSHIP DF9044'CENTER. DF9044'THE STATION IS A STANDARD COE BRASS CAP SET AT THE NORTHEAST CORNER DF9044'OF A CONCRETE STORM DRAIN DROP INLET. THE STATION IS LOCATED 29 FEET DF9044'WEST OF THE CENTERLINE OF WISCONSIN AVENUE, 40 FEET NORTH OF THE DF9044'CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE WARREN-YAZOO MENTAL DF9044'HEALTH SERVICE COMPLEX, AND 50.2 FEET EAST OF A POWER POLE. DF9044' DF9044 DF9044 STATION RECOVERY (2005) DF9044 DF9044'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) DF9044'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9046 *********************************************************************** DF9046 HT_MOD - This is a Height Modernization Survey Station. DF9046 DESIGNATION - VHM 4 DF9046 PID - DF9046 DF9046 STATE/COUNTY- MS/WARREN DF9046 USGS QUAD - VICKSBURG EAST (1962) DF9046 DF9046 *CURRENT SURVEY CONTROL DF9046 ___________________________________________________________________ DF9046* NAD 83(1993)- 32 19 25.04185(N) 090 49 36.97360(W) ADJUSTED DF9046* NAVD 88 - 55.39 (meters) 181.7 (feet) GPS OBS DF9046 ___________________________________________________________________ DF9046 X - -77,861.829 (meters) COMP DF9046 Y - -5,394,417.969 (meters) COMP DF9046 Z - 3,390,826.399 (meters) COMP DF9046 LAPLACE CORR- 0.14 (seconds) DEFLEC99 DF9046 ELLIP HEIGHT- 28.86 (meters) (11/18/03) GPS OBS DF9046 GEOID HEIGHT- -26.54 (meters) GEOID03 DF9046 DF9046 HORZ ORDER - FIRST DF9046 ELLP ORDER - THIRD CLASS II DF9046 DF9046.The horizontal coordinates were established by GPS observations DF9046.and adjusted by the National Geodetic Survey in November 2003. DF9046 DF9046.The orthometric height was determined by GPS observations and a DF9046.high-resolution geoid model using precise GPS observation and DF9046.processing techniques. DF9046 DF9046.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9046 DF9046.The Laplace correction was computed from DEFLEC99 derived deflections. DF9046 DF9046.The ellipsoidal height was determined by GPS observations DF9046.and is referenced to NAD 83. DF9046 DF9046.The geoid height was determined by GEOID03. DF9046 DF9046; North East Units Scale Factor Converg. DF9046;SPC MS W - 313,140.962 653,524.474 MT 0.99997663 -0 15 50.2 DF9046;UTM 15 - 3,578,382.505 704,554.343 MT 1.00011602 +1 09 44.4 DF9046 DF9046! - Elev Factor x Scale Factor = Combined Factor DF9046!SPC MS W - 0.99999547 x 0.99997663 = 0.99997210 DF9046!UTM 15 - 0.99999547 x 1.00011602 = 1.00011149 DF9046 DF9046 SUPERSEDED SURVEY CONTROL DF9046 DF9046.No superseded survey control is available for this station. DF9046 DF9046_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0455478383(NAD 83) DF9046_MARKER: DD = SURVEY DISK DF9046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9046_STAMPING: VHM-4 2002 DF9046_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9046+STABILITY: SURFACE MOTION DF9046_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR DF9046+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9046 DF9046 HISTORY - Date Condition Report By DF9046 HISTORY - 20020620 MONUMENTED USACE DF9046 HISTORY - 20050319 GOOD USPSQD DF9046 DF9046 STATION DESCRIPTION DF9046 DF9046'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9046'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI. DF9046'OWNERSHIP IS BY WARREN COUNTY/CITY OF VICKSBURG. DF9046'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 DF9046'AND INDIANA AVENUE PROCEED 2.0 MILES EASTERLY ALONG INDIANA AVENUE TO DF9046'IT END AT OLD DF9046'HIGHWAY 27, TURN RIGHT ON OLD HIGHWAY 27 AND PROCEED SOUTHEASTERLY FOR DF9046'0.15 MILES TO DF9046'THE CONCRETE BRIDGE AND THE STATION ON THE LEFT. THE STATION IS A DF9046'STANDARD COE DF9046'BRASS CAP SET IN THE CONCRETE ABUTMENT OF A SMALL BRIDGE, THE DISK IS DF9046'LOCATED ON DF9046'THE CONCRETE BRIDGE ABUTMENT AT THE NORTHWEST CORNER OF THE BRIDGE. DF9046'THE STATION DF9046'IS 16.3 FEET NORTH OF THE CENTER LINE OF OLD HIGHWAY 27, AND 280 FEET DF9046'EAST/SOUTHEAST DF9046'OF THE CENTERLINE OF PAXTON ROAD. DF9046' DF9046 DF9046 STATION RECOVERY (2005) DF9046 DF9046'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) DF9046'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9048 *********************************************************************** DF9048 HT_MOD - This is a Height Modernization Survey Station. DF9048 DESIGNATION - VHM 6 DF9048 PID - DF9048 DF9048 STATE/COUNTY- MS/WARREN DF9048 USGS QUAD - VICKSBURG EAST (1962) DF9048 DF9048 *CURRENT SURVEY CONTROL DF9048 ___________________________________________________________________ DF9048* NAD 83(1993)- 32 20 49.66794(N) 090 52 25.29834(W) ADJUSTED DF9048* NAVD 88 - 59.34 (meters) 194.7 (feet) GPS OBS DF9048 ___________________________________________________________________ DF9048 X - -82,242.769 (meters) COMP DF9048 Y - -5,392,961.816 (meters) COMP DF9048 Z - 3,393,031.070 (meters) COMP DF9048 LAPLACE CORR- 0.39 (seconds) DEFLEC99 DF9048 ELLIP HEIGHT- 32.80 (meters) (11/18/03) GPS OBS DF9048 GEOID HEIGHT- -26.55 (meters) GEOID03 DF9048 DF9048 HORZ ORDER - FIRST DF9048 ELLP ORDER - THIRD CLASS II DF9048 DF9048.The horizontal coordinates were established by GPS observations DF9048.and adjusted by the National Geodetic Survey in November 2003. DF9048 DF9048.The orthometric height was determined by GPS observations and a DF9048.high-resolution geoid model using precise GPS observation and DF9048.processing techniques. DF9048 DF9048.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9048 DF9048.The Laplace correction was computed from DEFLEC99 derived deflections. DF9048 DF9048.The ellipsoidal height was determined by GPS observations DF9048.and is referenced to NAD 83. DF9048 DF9048.The geoid height was determined by GEOID03. DF9048 DF9048; North East Units Scale Factor Converg. DF9048;SPC MS W - 315,768.904 649,135.152 MT 0.99998189 -0 17 20.8 DF9048;UTM 15 - 3,580,900.661 700,100.390 MT 1.00009378 +1 08 17.0 DF9048 DF9048! - Elev Factor x Scale Factor = Combined Factor DF9048!SPC MS W - 0.99999485 x 0.99998189 = 0.99997674 DF9048!UTM 15 - 0.99999485 x 1.00009378 = 1.00008863 DF9048 DF9048 SUPERSEDED SURVEY CONTROL DF9048 DF9048.No superseded survey control is available for this station. DF9048 DF9048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0010080901(NAD 83) DF9048_MARKER: DD = SURVEY DISK DF9048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9048_STAMPING: VHM-6 2002 DF9048_MARK LOGO: USACE DF9048_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9048+STABILITY: SURFACE MOTION DF9048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9048+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 DF9048 DF9048 HISTORY - Date Condition Report By DF9048 HISTORY - 20020620 MONUMENTED PYBURN DF9048 HISTORY - 20050318 GOOD USPSQD DF9048 DF9048 STATION DESCRIPTION DF9048 DF9048'DESCRIBED BY PYBURN AND ODOM, INCORPORATED 2002 DF9048'THE STATION IS LOCATED IN THE OF CITY OF VICKSBURG, MISSISSIPPI. DF9048'OWNERSHIP IS BY CITY OF VICKSBURG, MISSISSIPPI. DF9048'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND CLAY DF9048'STREET IN DF9048'VICKSBURG, MS, PROCEED 1.7 MILES WEST ON CLAY STREET TO ITS DF9048'INTERSECTION WITH 1ST DF9048'ST. NORTH, TURN LEFT AND PROCEED 0.15 MILES SOUTH ON DF9048'1ST. ST. NORTH TO ITS INTERSECTION WITH SOUTH STREET, TURN LEFT ONTO DF9048'SOUTH ST. DF9048'AND PROCEED 50 FEET TO THE STATION ON THE LEFT. DF9048'THE STATION IS A STANDARD COE BRASS CAP SET FLUSH IN THE TOP OF A DF9048'CONCRETE HEADWALL, DF9048'IT IS LOCATED 83 FEET EAST OF THE CENTERLINE OF 1ST. ST. NORTH, 29 DF9048'FEET NORTH OF DF9048'THE CENTERLINE OF SOUTH STREET, 15.6 FEET WEST OF THE EAST END OF THE DF9048'CONCRETE HEADWALL, AND 12.5 FEET WEST/NORTHWEST OF A POWER POLE. DF9048' DF9048 DF9048 STATION RECOVERY (2005) DF9048 DF9048'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) DF9048'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9049 *********************************************************************** DF9049 HT_MOD - This is a Height Modernization Survey Station. DF9049 DESIGNATION - VHM 7 DF9049 PID - DF9049 DF9049 STATE/COUNTY- MS/WARREN DF9049 USGS QUAD - VICKSBURG WEST (1962) DF9049 DF9049 *CURRENT SURVEY CONTROL DF9049 ___________________________________________________________________ DF9049* NAD 83(1993)- 32 19 22.22075(N) 090 53 17.69190(W) ADJUSTED DF9049* NAVD 88 - 51.20 (meters) 168.0 (feet) GPS OBS DF9049 ___________________________________________________________________ DF9049 X - -83,634.867 (meters) COMP DF9049 Y - -5,394,374.490 (meters) COMP DF9049 Z - 3,390,750.730 (meters) COMP DF9049 LAPLACE CORR- 0.28 (seconds) DEFLEC99 DF9049 ELLIP HEIGHT- 24.68 (meters) (11/18/03) GPS OBS DF9049 GEOID HEIGHT- -26.55 (meters) GEOID03 DF9049 DF9049 HORZ ORDER - FIRST DF9049 ELLP ORDER - THIRD CLASS II DF9049 DF9049.The horizontal coordinates were established by GPS observations DF9049.and adjusted by the National Geodetic Survey in November 2003. DF9049 DF9049.The orthometric height was determined by GPS observations and a DF9049.high-resolution geoid model using precise GPS observation and DF9049.processing techniques. DF9049 DF9049.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9049 DF9049.The Laplace correction was computed from DEFLEC99 derived deflections. DF9049 DF9049.The ellipsoidal height was determined by GPS observations DF9049.and is referenced to NAD 83. DF9049 DF9049.The geoid height was determined by GEOID03. DF9049 DF9049; North East Units Scale Factor Converg. DF9049;SPC MS W - 313,082.309 647,751.215 MT 0.99998365 -0 17 48.2 DF9049;UTM 15 - 3,578,180.149 698,783.631 MT 1.00008731 +1 07 46.2 DF9049 DF9049! - Elev Factor x Scale Factor = Combined Factor DF9049!SPC MS W - 0.99999612 x 0.99998365 = 0.99997978 DF9049!UTM 15 - 0.99999612 x 1.00008731 = 1.00008343 DF9049 DF9049 SUPERSEDED SURVEY CONTROL DF9049 DF9049.No superseded survey control is available for this station. DF9049 DF9049_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9878478180(NAD 83) DF9049_MARKER: DD = SURVEY DISK DF9049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9049_STAMPING: VHM-7 DF9049_MARK LOGO: USACE DF9049_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9049+STABILITY: SURFACE MOTION DF9049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9049+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9049 DF9049 HISTORY - Date Condition Report By DF9049 HISTORY - 20020620 MONUMENTED USACE DF9049 HISTORY - 20050319 GOOD USPSQD DF9049 DF9049 STATION DESCRIPTION DF9049 DF9049'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9049'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI DF9049'IN THE VICINITY OF THE CITY PARK, AT THE UNITED STATES ARMY RESERVE DF9049'CENTER. DF9049'OWNERSHIP IS BY U.S. ARMY RESERVE OF VICKSBURG, MISSISSIPPI. DF9049'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 DF9049'AND WASHINGTON STREET PROCEED 1.0 MILE NORTHERLY ALONG DF9049'WASHINGTON ST. TO ITS INTERSECTION WITH LEE STREET. DF9049'TURN RIGHT AND PROCEED 0.25 MILES EAST ON LEE STREET TO DF9049'ITS INTERSECTION WITH ARMY NAVY DRIVE. DF9049'TURN RIGHT ON ARMY NAVY DRIVE AND PROCEED 250 FEET TO DF9049'THE STATION ON THE LEFT. DF9049'THE STATION IS A STANDARD COE BRASS DISK SET IN THE CONCRETE DF9049'STEPS LEADING TO THE U.S. ARMY RESERVE CENTER FROM ARMY NAVY DRIVE. DF9049'THE STATION IS ON THE NORTH SIDE OF THE 3RD STEP FROM THE TOP, 79 DF9049'FEET WEST OF THE SOUTHWEST CORNER OF THE ARMY RESERVE CENTER BUILDING, DF9049'2 FEET EAST OF THE CENTERLINE OF ARMY NAVY DR. DF9049'APPROXIMATELY 250 FEET SOUTH OF THE CENTER OF LEE STREET. DF9049' DF9049 DF9049 STATION RECOVERY (2005) DF9049 DF9049'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) DF9049'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 DF9052 *********************************************************************** DF9052 HT_MOD - This is a Height Modernization Survey Station. DF9052 DESIGNATION - VHM 9 DF9052 PID - DF9052 DF9052 STATE/COUNTY- MS/WARREN DF9052 USGS QUAD - VICKSBURG EAST (1962) DF9052 DF9052 *CURRENT SURVEY CONTROL DF9052 ___________________________________________________________________ DF9052* NAD 83(1993)- 32 19 38.17638(N) 090 51 05.48274(W) ADJUSTED DF9052* NAVD 88 - 54.37 (meters) 178.4 (feet) GPS OBS DF9052 ___________________________________________________________________ DF9052 X - -80,173.362 (meters) COMP DF9052 Y - -5,394,166.869 (meters) COMP DF9052 Z - 3,391,167.738 (meters) COMP DF9052 LAPLACE CORR- 0.10 (seconds) DEFLEC99 DF9052 ELLIP HEIGHT- 27.83 (meters) (11/18/03) GPS OBS DF9052 GEOID HEIGHT- -26.54 (meters) GEOID03 DF9052 DF9052 HORZ ORDER - FIRST DF9052 ELLP ORDER - THIRD CLASS II DF9052 DF9052.The horizontal coordinates were established by GPS observations DF9052.and adjusted by the National Geodetic Survey in November 2003. DF9052 DF9052.The orthometric height was determined by GPS observations and a DF9052.high-resolution geoid model using precise GPS observation and DF9052.processing techniques. DF9052 DF9052.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF9052 DF9052.The Laplace correction was computed from DEFLEC99 derived deflections. DF9052 DF9052.The ellipsoidal height was determined by GPS observations DF9052.and is referenced to NAD 83. DF9052 DF9052.The geoid height was determined by GEOID03. DF9052 DF9052; North East Units Scale Factor Converg. DF9052;SPC MS W - 313,556.467 651,211.509 MT 0.99997934 -0 16 37.6 DF9052;UTM 15 - 3,578,740.355 702,231.444 MT 1.00010436 +1 08 57.5 DF9052 DF9052! - Elev Factor x Scale Factor = Combined Factor DF9052!SPC MS W - 0.99999563 x 0.99997934 = 0.99997497 DF9052!UTM 15 - 0.99999563 x 1.00010436 = 1.00009999 DF9052 DF9052 SUPERSEDED SURVEY CONTROL DF9052 DF9052.No superseded survey control is available for this station. DF9052 DF9052_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0223178740(NAD 83) DF9052_MARKER: DD = SURVEY DISK DF9052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF9052_STAMPING: VHM-9 2002 DF9052_MARK LOGO: USACE DF9052_MAGNETIC: O = OTHER; SEE DESCRIPTION DF9052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF9052+STABILITY: SURFACE MOTION DF9052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF9052+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 DF9052 DF9052 HISTORY - Date Condition Report By DF9052 HISTORY - 20020620 MONUMENTED USACE DF9052 HISTORY - 20050319 GOOD USPSQD DF9052 DF9052 STATION DESCRIPTION DF9052 DF9052'DESCRIBED BY US ARMY CORPS OF ENGINEERS 2002 DF9052'THE STATION IS LOCATED IN THE CITY OF VICKSBURG, MISSISSIPPI DF9052'AT THE INTERSECTION OF INDIANA AVENUE AND PORTERS CHAPEL ROAD. DF9052'OWNERSHIP IS BY WARREN COUNTY - CITY OF VICKSBURG. DF9052'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 DF9052'AND INDIANA AVENUE PROCEED EASTERLY ON INDIANA AVE TO ITS DF9052'INTERSECTION WITH PORTERS CHAPEL ROAD AND THE STATION AT DF9052'THE NORTHEAST CORNER OF THE INTERSECTION. DF9052'THE STATION IS A STANDARD COE BRASS CAP SET DF9052'ON A DEEP ROD INCASED IN A 4 INCH PVC PIPE. DF9052'THE STATION IS LOCATED 34 FEET NORTH OF THE CENTERLINE DF9052'OF INDIANA AVENUE, 80 FEET EAST OF THE CENTERLINE OF DF9052'PORTERS CHAPEL ROAD, AND 26.5 FEET EAST OF A POWER POLE. DF9052' DF9052 DF9052 STATION RECOVERY (2005) DF9052 DF9052'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) DF9052'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2763 *********************************************************************** CP2763 DESIGNATION - VICKSBURG CORPS ENG RADIO MAST CP2763 PID - CP2763 CP2763 STATE/COUNTY- MS/WARREN CP2763 USGS QUAD - VICKSBURG EAST (1962) CP2763 CP2763 *CURRENT SURVEY CONTROL CP2763 ___________________________________________________________________ CP2763* NAD 83(1993)- 32 21 50.88423(N) 090 49 46.83506(W) ADJUSTED CP2763* NAVD 88 - CP2763 ___________________________________________________________________ CP2763 LAPLACE CORR- 0.12 (seconds) DEFLEC99 CP2763 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2763 CP2763 HORZ ORDER - THIRD CP2763 CP2763.The horizontal coordinates were established by classical geodetic methods CP2763.and adjusted by the National Geodetic Survey in May 1994. CP2763 CP2763 CP2763.The Laplace correction was computed from DEFLEC99 derived deflections. CP2763 CP2763.The geoid height was determined by GEOID03. CP2763 CP2763; North East Units Scale Factor Converg. CP2763;SPC MS W - 317,634.467 653,287.372 MT 0.99997690 -0 15 56.5 CP2763;SPC LA N - 207,899.783 1,157,192.290 MT 0.99994500 +0 52 59.2 CP2763;UTM 15 - 3,582,869.332 704,205.358 MT 1.00011425 +1 09 43.8 CP2763 CP2763 SUPERSEDED SURVEY CONTROL CP2763 CP2763 NAD 83(1986)- 32 21 50.89691(N) 090 49 46.83078(W) AD( ) 4 CP2763 NAD 27 - 32 21 50.37900(N) 090 49 46.46300(W) AD( ) 3 CP2763 CP2763.Superseded values are not recommended for survey control. CP2763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2763.See file dsdata.txt to determine how the superseded data were derived. CP2763 CP2763_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0420582869(NAD 83) CP2763_MARKER: 42 = RADIO/TV MAST CP2763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2763+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2763 CP2763 HISTORY - Date Condition Report By CP2763 HISTORY - 1959 FIRST OBSERVED CGS CP2763 HISTORY - 1967 GOOD MSHD CP2763 HISTORY - 20030719 GOOD USPSQD CP2763 HISTORY - 20050314 GOOD USPSQD CP2763 HISTORY - 20050319 GOOD USPSQD CP2763 CP2763 STATION DESCRIPTION CP2763 CP2763'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2763'THE STATION IS THE TOP-CENTER OF THE MAST. IT IS ABOUT 1-1/2 MILES CP2763'NORTH OF U.S. HIGHWAY 80, 4-1/2 MILES NORTHEAST OF THE CENTER OF CP2763'VICKSBURG, 2 MILES NORTHEAST OF THE ADMINISTRATION BUILDING, 200 CP2763'FEET NORTHEAST OF JACKSON ROAD AND NEAR THE NORTHEAST EDGE OF THE CP2763'VICKSBURG NATIONAL PARK. IT IS A FOUR-LEGGED STEEL TOWER WITH A CP2763'SLENDER MAST ABOUT THE LAST 100 FEET, IS RED AND WHITE IN COLOR CP2763'AND 300 FEET HIGH. THERE IS A FLASHING RED LIGHT AT THE CP2763'TOP-CENTER. CP2763 CP2763 STATION RECOVERY (1967) CP2763 CP2763'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2763'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2763'CONDITION. CP2763' CP2763'THE STATION IS LOCATED APPROXIMATELY 3.3 MILES NORTHEAST OF CP2763'VICKSBURG, 7.8 MILES SOUTHWEST OF REDWOOD, 2 MILES NORTHEAST OF THE CP2763'VICKSBURG NATIONAL PARK ADMINISTRATION BUILDING AND NEAR THE CP2763'NORTHEAST EDGE OF THE PARK. THE STATION IS THE TOP CENTER MAST CP2763'OF A FOUR LEGGED STEEL STRUCTURE WITH A SLENDER FINAL. THE CP2763'TOWER IS PAINTED RED AND WHITE ALTERNATELY AND IS 300 FEET HIGH. CP2763'IT IS 200 FEET NORTHEAST OF JACKSON ROAD. CP2763' CP2763'TO REACH FROM THE U.S. POST OFFICE LOCATED ON THE CORNER OF MONROE CP2763'AND CROWFORD STREETS IN VICKSBURG, GO NORTHWEST ON MONROE STREET CP2763'FOR 0.1 MILE TO THE INTERSECTION OF CLAY STREET. TURN RIGHT CP2763'(NORTHEAST) AND CONTINUE ON CLAY STREET FOR 2.3 MILES TO CP2763'INTERSTATE 20. CONTINUE NORTHEAST ON U.S. HIGHWAY 80 FOR 0.9 CP2763'MILES TO THE INTERSECTION OF U.S. HIGHWAY 61 AND MISSISSIPPI CP2763'HIGHWAY 27. TURN LEFT (NORTHWEST) AND CONTINUE ON U.S. HIGHWAY CP2763'61 FOR 0.25 MILE TO THE SOUTH LANE OF INTERSTATE 20. CP2763'CONTINUE NORTH ON U.S. HIGHWAY 61 FOR 1.15 MILES TO THE TOWER ON CP2763'THE LEFT. CP2763 CP2763 STATION RECOVERY (2003) CP2763 CP2763'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2763'RECOVERED IN GOOD CONDITION. CP2763 CP2763 STATION RECOVERY (2005) CP2763 CP2763'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2763'RECOVERED IN GOOD CONDITION. CP2763 CP2763 STATION RECOVERY (2005) CP2763 CP2763'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP2763'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2776 *********************************************************************** CP2776 DESIGNATION - VICKSBURG COURTHOUSE CUPOLA CP2776 PID - CP2776 CP2776 STATE/COUNTY- MS/WARREN CP2776 USGS QUAD - VICKSBURG WEST (1962) CP2776 CP2776 *CURRENT SURVEY CONTROL CP2776 ___________________________________________________________________ CP2776* NAD 83(1993)- 32 21 07.89919(N) 090 52 43.34709(W) ADJUSTED CP2776* NAVD 88 - CP2776 ___________________________________________________________________ CP2776 LAPLACE CORR- 0.40 (seconds) DEFLEC99 CP2776 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2776 CP2776 HORZ ORDER - THIRD CP2776 CP2776.The horizontal coordinates were established by classical geodetic methods CP2776.and adjusted by the National Geodetic Survey in May 1994. CP2776 CP2776 CP2776.The Laplace correction was computed from DEFLEC99 derived deflections. CP2776 CP2776.The geoid height was determined by GEOID03. CP2776 CP2776; North East Units Scale Factor Converg. CP2776;SPC MS W - 316,332.868 648,666.075 MT 0.99998248 -0 17 30.7 CP2776;SPC LA N - 206,505.833 1,152,598.183 MT 0.99994340 +0 51 25.8 CP2776;UTM 15 - 3,581,452.827 699,617.358 MT 1.00009140 +1 08 07.9 CP2776 CP2776 SUPERSEDED SURVEY CONTROL CP2776 CP2776 NAD 83(1986)- 32 21 07.91178(N) 090 52 43.34282(W) AD( ) 4 CP2776 NAD 27 - 32 21 07.39000(N) 090 52 42.96300(W) AD( ) 3 CP2776 CP2776.Superseded values are not recommended for survey control. CP2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2776.See file dsdata.txt to determine how the superseded data were derived. CP2776 CP2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9961781453(NAD 83) CP2776_MARKER: 86 = CUPOLA CP2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2776+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005 CP2776 CP2776 HISTORY - Date Condition Report By CP2776 HISTORY - 1931 FIRST OBSERVED CGS CP2776 HISTORY - 1957 GOOD CGS CP2776 HISTORY - 1958 GOOD CGS CP2776 HISTORY - 1967 GOOD MSHD CP2776 HISTORY - 20030721 GOOD USPSQD CP2776 HISTORY - 20050314 GOOD USPSQD CP2776 HISTORY - 20050319 GOOD USPSQD CP2776 CP2776 STATION DESCRIPTION CP2776 CP2776'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2776'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION. CP2776' CP2776'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2776' CP2776'THE COURTHOUSE IS LOCATED IN THE CENTER OF DOWNTOWN VICKSBURG, CP2776'ACROSS CHERRY STREET FROM THE NEW COURTHOUSE BUILDING AND IS CP2776'NOW CALLED THE OLD COURTHOUSE MUSEUM. IT IS A GRAY STONE CP2776'BUILDING WITH A CUPOLA AND WEATHER VANE ON ITS TOP. IT IS ABOUT CP2776'75 FEET HIGH. CP2776 CP2776 STATION RECOVERY (1958) CP2776 CP2776'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2776'THIS STATION WAS LOCATED IN 1929 BUT HAD NO PREVIOUS DESCRIPTION, CP2776'A NEW ONE FOLLOWS-- CP2776' CP2776'THE STATION IS THE TOP-CENTER OF THE CUPOLA. THE COURTHOUSE IS CP2776'IN THE NORTHWEST ANGLE OF CHERRY AND GROVE STREETS NEAR THE CP2776'NORTHEAST PART OF THE BUSINESS DISTRICT IN VICKSBURG. THE BUILDING CP2776'IS CONSTRUCTED OF GRANITE WITH A SQUARE TOWER RISING FROM THE CP2776'TOP-CENTER. THE CUPOLA IS SUPPORTED BY GRANITE PILLARS AND THE CP2776'TOWER HAS A CLOCK AT ALL FOUR POINTS OF THE COMPASS. THE CP2776'OVERALL HEIGHT IS ABOUT 125 FEET. CP2776 CP2776 STATION RECOVERY (1967) CP2776 CP2776'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2776'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2776'CONDITION. CP2776' CP2776'THE STATION IS LOCATED NEAR THE NORTHEAST PART OF THE BUSINESS CP2776'DISTRICT IN VICKSBURG AND IS SURROUNDED BY JACKSON STREET ON CP2776'THE NORTH, MONROE STREET ON THE WEST, GROVE STREET ON THE SOUTH, CP2776'AND CHERRY STREET ON THE EAST. THE STATION IS THE TOP CENTER OF CP2776'THE CUPOLA OF WHAT IS NOW CALLED THE OLD COURTHOUSE MUSEUM. THE CP2776'BUILDING IS CONSTRUCTED OF GRANITE WITH A TOWER RISING FROM CP2776'THE TOP CENTER. THE CUPOLA IS SUPPORTED BY GRANITE PILLARS AND CP2776'THE TOWER HAS A CLOCK AT ALL FOUR POINTS OF THE COMPASS. CP2776' CP2776'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF MONROE AND CP2776'CROWFORD STREETS IN VICKSBURG, GO NORTHWEST ON MONROE STREET CP2776'FOR 0.2 MILE TO THE INTERSECTION OF GROVE STREET AND THE COURTHOUSE CP2776'IN THE NORTHEAST ANGLE. CP2776 CP2776 STATION RECOVERY (2003) CP2776 CP2776'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2776'RECOVERED IN GOOD CONDITION. CP2776 CP2776 STATION RECOVERY (2005) CP2776 CP2776'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2776'RECOVERED IN GOOD CONDITION. CP2776 CP2776 STATION RECOVERY (2005) CP2776 CP2776'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP2776'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2775 *********************************************************************** CP2775 DESIGNATION - VICKSBURG HOLY CH OF TRINITY CP2775 PID - CP2775 CP2775 STATE/COUNTY- MS/WARREN CP2775 USGS QUAD - VICKSBURG WEST (1962) CP2775 CP2775 *CURRENT SURVEY CONTROL CP2775 ___________________________________________________________________ CP2775* NAD 83(1993)- 32 20 51.66998(N) 090 52 47.68480(W) ADJUSTED CP2775* NAVD 88 - CP2775 ___________________________________________________________________ CP2775 LAPLACE CORR- 0.40 (seconds) DEFLEC99 CP2775 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2775 CP2775 HORZ ORDER - THIRD CP2775 CP2775.The horizontal coordinates were established by classical geodetic methods CP2775.and adjusted by the National Geodetic Survey in May 1994. CP2775 CP2775 CP2775.The Laplace correction was computed from DEFLEC99 derived deflections. CP2775 CP2775.The geoid height was determined by GEOID03. CP2775 CP2775; North East Units Scale Factor Converg. CP2775;SPC MS W - 315,833.543 648,550.107 MT 0.99998263 -0 17 32.8 CP2775;SPC LA N - 206,004.303 1,152,492.256 MT 0.99994281 +0 51 23.5 CP2775;UTM 15 - 3,580,950.714 699,513.853 MT 1.00009089 +1 08 05.1 CP2775 CP2775 SUPERSEDED SURVEY CONTROL CP2775 CP2775 NAD 83(1986)- 32 20 51.68264(N) 090 52 47.68046(W) AD( ) 4 CP2775 NAD 27 - 32 20 51.16000(N) 090 52 47.30000(W) AD( ) 3 CP2775 CP2775.Superseded values are not recommended for survey control. CP2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2775.See file dsdata.txt to determine how the superseded data were derived. CP2775 CP2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9951480951(NAD 83) CP2775_MARKER: 90 = CHURCH SPIRE CP2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2775+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2775 CP2775 HISTORY - Date Condition Report By CP2775 HISTORY - 1931 FIRST OBSERVED CGS CP2775 HISTORY - 1967 GOOD MSHD CP2775 HISTORY - 20030721 GOOD USPSQD CP2775 HISTORY - 20050314 GOOD USPSQD CP2775 HISTORY - 20050319 GOOD USPSQD CP2775 CP2775 STATION DESCRIPTION CP2775 CP2775'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2775'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2775'CONDITION. CP2775' CP2775'THE STATION IS LOCATED IN THE SOUTHEAST ANGLE OF SOUTH AND MONROE CP2775'STREETS IN VICKSBURG. CP2775' CP2775'THE SPIRE IS ON TOP A BRICK TOWER IN THE NORTHWEST CORNER OF THE CP2775'CHURCH. CP2775' CP2775'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF MONROE AND CP2775'CROWFORD STREETS IN VICKSBURG, GO SOUTH ON MONROE STREET FOR 0.05 CP2775'MILE TO THE STATION. CP2775 CP2775 STATION RECOVERY (2003) CP2775 CP2775'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2775'RECOVERED IN GOOD CONDITION. CP2775 CP2775 STATION RECOVERY (2005) CP2775 CP2775'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2775'RECOVERED IN GOOD CONDITION. CP2775 CP2775 STATION RECOVERY (2005) CP2775 CP2775'RECOVERY NOTE BY US POWER SQUADRON 2005 (RPJ) CP2775'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2764 *********************************************************************** CP2764 DESIGNATION - VICKSBURG N MUNICIPAL TANK CP2764 PID - CP2764 CP2764 STATE/COUNTY- MS/WARREN CP2764 USGS QUAD - VICKSBURG EAST (1962) CP2764 CP2764 *CURRENT SURVEY CONTROL CP2764 ___________________________________________________________________ CP2764* NAD 83(1993)- 32 21 40.28151(N) 090 51 01.83411(W) ADJUSTED CP2764* NAVD 88 - CP2764 ___________________________________________________________________ CP2764 LAPLACE CORR- 0.24 (seconds) DEFLEC99 CP2764 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2764 CP2764 HORZ ORDER - THIRD CP2764 CP2764.The horizontal coordinates were established by classical geodetic methods CP2764.and adjusted by the National Geodetic Survey in May 1994. CP2764 CP2764 CP2764.The Laplace correction was computed from DEFLEC99 derived deflections. CP2764 CP2764.The geoid height was determined by GEOID03. CP2764 CP2764; North East Units Scale Factor Converg. CP2764;SPC MS W - 317,317.158 651,325.097 MT 0.99997921 -0 16 36.6 CP2764;SPC LA N - 207,543.206 1,155,236.837 MT 0.99994460 +0 52 19.5 CP2764;UTM 15 - 3,582,503.179 702,251.342 MT 1.00010446 +1 09 03.3 CP2764 CP2764 SUPERSEDED SURVEY CONTROL CP2764 CP2764 NAD 83(1986)- 32 21 40.29425(N) 090 51 01.82992(W) AD( ) 4 CP2764 NAD 27 - 32 21 39.77300(N) 090 51 01.45400(W) AD( ) 3 CP2764 CP2764.Superseded values are not recommended for survey control. CP2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2764.See file dsdata.txt to determine how the superseded data were derived. CP2764 CP2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0225182503(NAD 83) CP2764_MARKER: 53 = ELEVATED TANK CP2764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2764+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2764 CP2764 HISTORY - Date Condition Report By CP2764 HISTORY - 1959 FIRST OBSERVED CGS CP2764 HISTORY - 1967 MARK NOT FOUND MSHD CP2764 HISTORY - 20030719 GOOD USPSQD CP2764 HISTORY - 20050314 GOOD USPSQD CP2764 HISTORY - 20050319 GOOD USPSQD CP2764 CP2764 STATION DESCRIPTION CP2764 CP2764'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2764'STATION IS THE APEX OF THE TANK. LOCATED IN THE NORTHEAST CP2764'PART OF VICKSBURG, ABOUT 0.1 MILE SOUTHEAST OF THE INTERSECTION CP2764'OF JACKSON ROAD AND EAST MAIN STREET AND AT THE SOUTH END CP2764'OF A TREE COVERED RIDGE WHICH IS THE HIGHEST POINT IN THE CP2764'IMMEDIATE VICINITY. IT IS AN ELLIPSOIDAL TANK SUPPORTED BY CP2764'SIX CYLINDRICAL STEEL LEGS, PAINTED ALUMIMUN AND ABOUT 140 CP2764'FEET HIGH. CP2764 CP2764 STATION RECOVERY (1967) CP2764 CP2764'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2764'THE STATION WAS NOT FOUND. CP2764' CP2764'THE STATION IS LOCATED IN THE NORTHEAST PART OF VICKSBURG, CP2764'ABOUT 0.1 MILE SOUTHEAST OF THE INTERSECTION OF JACKSON CP2764'ROAD AND EAST MAIN STREET AND AT THE SOUTH END OF A TREE CP2764'COVERED RIDGE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE CP2764'VICINITY. IT IS AN ELLIPSOIDAL TANK SUPPORTED BY SIX CYLINDRICAL CP2764'STEEL LEGS, PAINTED ALUMINUM AND ABOUT 140 FEET HIGH. THE CP2764'APEX OF THE TANK WAS OBSERVED. CP2764 CP2764 STATION RECOVERY (2003) CP2764 CP2764'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2764'TANK IS SUPPORTED BY 8 LEGS. CP2764 CP2764 STATION RECOVERY (2005) CP2764 CP2764'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2764'RECOVERED IN GOOD CONDITION. CP2764 CP2764 STATION RECOVERY (2005) CP2764 CP2764'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP2764'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2761 *********************************************************************** CP2761 DESIGNATION - VICKSBURG NATL PARK ILL MEM CP2761 PID - CP2761 CP2761 STATE/COUNTY- MS/WARREN CP2761 USGS QUAD - VICKSBURG EAST (1962) CP2761 CP2761 *CURRENT SURVEY CONTROL CP2761 ___________________________________________________________________ CP2761* NAD 83(1993)- 32 21 35.12793(N) 090 50 29.17759(W) ADJUSTED CP2761* NAVD 88 - CP2761 ___________________________________________________________________ CP2761 LAPLACE CORR- 0.16 (seconds) DEFLEC99 CP2761 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2761 CP2761 HORZ ORDER - THIRD CP2761 CP2761.The horizontal coordinates were established by classical geodetic methods CP2761.and adjusted by the National Geodetic Survey in May 1994. CP2761 CP2761 CP2761.The Laplace correction was computed from DEFLEC99 derived deflections. CP2761 CP2761.The geoid height was determined by GEOID03. CP2761 CP2761; North East Units Scale Factor Converg. CP2761;SPC MS W - 317,154.325 652,178.110 MT 0.99997819 -0 16 19.1 CP2761;SPC LA N - 207,397.514 1,156,092.913 MT 0.99994441 +0 52 36.8 CP2761;UTM 15 - 3,582,361.632 703,108.256 MT 1.00010874 +1 09 20.6 CP2761 CP2761 SUPERSEDED SURVEY CONTROL CP2761 CP2761 NAD 83(1986)- 32 21 35.13983(N) 090 50 29.17431(W) AD( ) 4 CP2761 NAD 27 - 32 21 34.61173(N) 090 50 28.80397(W) AD( ) 3 CP2761 CP2761.Superseded values are not recommended for survey control. CP2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2761.See file dsdata.txt to determine how the superseded data were derived. CP2761 CP2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0310882362(NAD 83) CP2761_MARKER: 87 = DOME CP2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2761+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2761 CP2761 HISTORY - Date Condition Report By CP2761 HISTORY - 1931 FIRST OBSERVED CGS CP2761 HISTORY - 1957 GOOD CGS CP2761 HISTORY - 1958 GOOD CGS CP2761 HISTORY - 1967 GOOD MSHD CP2761 HISTORY - 20030719 GOOD USPSQD CP2761 HISTORY - 20050314 GOOD USPSQD CP2761 HISTORY - 20050319 GOOD USPSQD CP2761 CP2761 STATION DESCRIPTION CP2761 CP2761'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2761'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION CP2761' CP2761'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2761' CP2761'IT IS LOCATED IN THE NORTHEAST SECTION OF THE VICKSBURG NATIONAL CP2761'PARK, ABOUT 1.6 MILES EAST OF VICKSBURG AND 1.45 MILES NORTH OF CP2761'U.S. HIGHWAY 80. IT IS 0.25 MILE NORTHEAST OF THE LOUISIANA CP2761'MEMORIAL ON JACKSON ROAD. IT IS AN OBSERVATORY TYPE BUILDING, CP2761'WITH A DOME SHAPED ROOF, MADE OF WHITE MARBLE WITH SIX PILLARS CP2761'IN THE FRONT OF THE BUILDING. STEPS LEAD FROM THE JACKSON ROAD CP2761'TO THE ENTRANCE OF THE BUILDING. CP2761' CP2761'TO REACH THE STATION FROM THE MEMORIAL ARCH ON U.S. HIGHWAY 80, CP2761'ABOUT 1.4 MILES EAST OF DOWNTOWN VICKSBURG, GO NORTH ON CP2761'CONFEDERATE AVE. FOR 1.25 MILE TO A FIVE STREET INTERSECTION, CP2761'TURN RIGHT ON JACKSON ROAD AND GO 0.25 MILE TO THE MEMORIAL ON THE CP2761'LEFT. CP2761 CP2761 STATION RECOVERY (1958) CP2761 CP2761'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2761'THIS STATION WAS LOCATED IN 1929 BUT HAD NO PREVIOUS DESCRIPTION, CP2761'A NEW ONE FOLLOWS-- CP2761' CP2761'THE STATION IS THE TOP-CENTER OF THE DOME. IT IS ABOUT 0.25 MILES CP2761'EAST OF CONFEDERATE AVENUE AND ON THE NORTH SIDE OF JACKSON CP2761'ROAD. IT IS CONSTRUCTED OF WHITE MARBLE, IS ROUND FROM THE GROUND CP2761'UP, HAS A STAIRWAY ON THE EAST SIDE AND IS ABOUT 60 FEET HIGH. CP2761 CP2761 STATION RECOVERY (1967) CP2761 CP2761'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2761'THE STATION WAS VISITED 4-14-67 AND THE STATION WAS FOUND IN GOOD CP2761'CONDITION. CP2761' CP2761'THE STATION IS LOCATED IN THE NORTH CENTRAL PART OF THE NATIONAL CP2761'PARK 0.25 MILE NORTHEAST OF A FIVE POINT INTERSECTION IN THE CP2761'NORTHEAST 1/4 OF SECTION 19, T 16N, R 4E. THE STATION A ROUND CP2761'IGLOO SHAPED MONUMENT WITH A HOLE ON TOP OF IT AND IS APPROXIMATELY CP2761'40 FEET TALL WITH A PORCH TYPE STRUCTURE IN FRONT OF IT WITH CP2761'STEPS LEADING DOWN TO THE STREET. CP2761' CP2761'TO REACH FROM THE HEADQUARTERS OF THE VICKSBURG NATIONAL PARK, CP2761'GO NORTH NORTHEAST ON CONFEDERATE AVENUE FOR 1.0 MILE TO A FIVE CP2761'POINT INTERSECTION. TAKE THE RIGHT FORK PAST THE CROSSING OF CP2761'JACKSON AVENUE AND CONTINUE ON A CONCRETE ROAD FOR CP2761'0.25 MILE TO THE DOME ON THE LEFT. CP2761 CP2761 STATION RECOVERY (2003) CP2761 CP2761'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2761'RECOVERED IN GOOD CONDITION. CP2761 CP2761 STATION RECOVERY (2005) CP2761 CP2761'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2761'RECOVERED IN GOOD CONDITION. CP2761 CP2761 STATION RECOVERY (2005) CP2761 CP2761'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN) CP2761'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2767 *********************************************************************** CP2767 DESIGNATION - VICKSBURG NATL PARK LA MEM CP2767 PID - CP2767 CP2767 STATE/COUNTY- MS/WARREN CP2767 USGS QUAD - VICKSBURG EAST (1962) CP2767 CP2767 *CURRENT SURVEY CONTROL CP2767 ___________________________________________________________________ CP2767* NAD 83(1993)- 32 21 25.61547(N) 090 50 49.12071(W) ADJUSTED CP2767* NAVD 88 - CP2767 ___________________________________________________________________ CP2767 LAPLACE CORR- 0.18 (seconds) DEFLEC99 CP2767 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2767 CP2767 HORZ ORDER - THIRD CP2767 CP2767.The horizontal coordinates were established by classical geodetic methods CP2767.and adjusted by the National Geodetic Survey in May 1994. CP2767 CP2767 CP2767.The Laplace correction was computed from DEFLEC99 derived deflections. CP2767 CP2767.The geoid height was determined by GEOID03. CP2767 CP2767; North East Units Scale Factor Converg. CP2767;SPC MS W - 316,863.805 651,655.306 MT 0.99997881 -0 16 29.7 CP2767;SPC LA N - 207,096.580 1,155,576.058 MT 0.99994405 +0 52 26.2 CP2767;UTM 15 - 3,582,058.138 702,592.787 MT 1.00010616 +1 09 09.6 CP2767 CP2767 SUPERSEDED SURVEY CONTROL CP2767 CP2767 NAD 83(1986)- 32 21 25.62806(N) 090 50 49.11662(W) AD( ) 4 CP2767 NAD 27 - 32 21 25.10510(N) 090 50 48.74091(W) AD( ) 3 CP2767 CP2767.Superseded values are not recommended for survey control. CP2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2767.See file dsdata.txt to determine how the superseded data were derived. CP2767 CP2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0259382058(NAD 83) CP2767_MARKER: 87 = DOME CP2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2767+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2003 CP2767 CP2767 HISTORY - Date Condition Report By CP2767 HISTORY - 1931 FIRST OBSERVED CGS CP2767 HISTORY - 1957 GOOD CGS CP2767 HISTORY - 1958 GOOD CGS CP2767 HISTORY - 1967 GOOD MSHD CP2767 HISTORY - 20030721 GOOD USPSQD CP2767 HISTORY - 20050319 GOOD USPSQD CP2767 CP2767 STATION DESCRIPTION CP2767 CP2767'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2767'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION. CP2767' CP2767'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2767' CP2767'THE STATION IS LOCATED IN THE VICKSBURG NATIONAL PARK, ON A HIGH CP2767'BLUFF OVERLOOKING THE CITY OF VICKSBURG, ABOUT 1.5 MILES EAST CP2767'OF VICKSBURG, AND 1 MILE NORTH OF U.S. HIGHWAY 80. IT IS A CP2767'MEMORIAL MADE OF EIGHT SECTIONS OF MARBLE SET ON A SQUARE BASE CP2767'AND HAS A FLAMING TORCH ON ITS TOP. CP2767' CP2767'TO REACH THE STATION FROM THE MEMORIAL ARCH ON U.S. HIGHWAY 80 CP2767'ABOUT 1.4 MILES EAST OF DOWNTOWN VICKSBURG, GO NORTH ON CONFEDERATE CP2767'AVE. FOR 1.1 MILES TO THE MONUMENT ON THE LEFT. CP2767 CP2767 STATION RECOVERY (1958) CP2767 CP2767'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2767'THIS STATION WAS LOCATED IN 1931 BUT HAD NO PREVIOUS DESCRIPTION, CP2767'A NEW ONE FOLLOWS-- CP2767' CP2767'THE STATION IS THE TOP-CENTER OF THE SHAFT. THE MEMORIAL IS CP2767'ABOUT 3/4 MILE NORTHEAST OF THE ADMINISTRATION BUILDING AND ON CP2767'THE WEST SIDE OF CONFEDERATE AVENUE. IT IS ON THE HIGHEST POINT CP2767'OF THE PARK. IT IS CONSTRUCTED OF LIGHT GRAY GRANITE, HAS A CP2767'SQUARE PEDESTAL NEAR THE TOP ON WHICH RESTS A LIKENESS OF THE CP2767'ETERNAL TORCH AND IS 50 FEET HIGH. CP2767 CP2767 STATION RECOVERY (1967) CP2767 CP2767'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2767'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2767'CONDITION. CP2767' CP2767'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, T 16N R CP2767'4E IN THE VICKSBURG NATIONAL PARK. THE STATION IS A ROUND CP2767'SHAPED MARBLE STRUCTURE APPROXIMATELY 90 FEET HIGH WITH A TORCH CP2767'ON THE TOP. CP2767' CP2767'TO REACH FROM THE VICKSBURG NATIONAL PARK HEADQUARTERS, GO CP2767'(NORTHEAST) ON CONFEDERATE AVENUE FOR 0.85 MILE TO THE MONUMENT ON CP2767'THE LEFT. CP2767 CP2767 STATION RECOVERY (2003) CP2767 CP2767'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2767'RECOVERED IN GOOD CONDITION. CP2767 CP2767 STATION RECOVERY (2005) CP2767 CP2767'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLL) CP2767'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2766 *********************************************************************** CP2766 DESIGNATION - VICKSBURG NATL PARK MINN MEM CP2766 PID - CP2766 CP2766 STATE/COUNTY- MS/WARREN CP2766 USGS QUAD - VICKSBURG EAST (1962) CP2766 CP2766 *CURRENT SURVEY CONTROL CP2766 ___________________________________________________________________ CP2766* NAD 83(1993)- 32 21 21.14076(N) 090 50 47.48454(W) ADJUSTED CP2766* NAVD 88 - CP2766 ___________________________________________________________________ CP2766 LAPLACE CORR- 0.17 (seconds) DEFLEC99 CP2766 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2766 CP2766 HORZ ORDER - THIRD CP2766 CP2766.The horizontal coordinates were established by classical geodetic methods CP2766.and adjusted by the National Geodetic Survey in May 1994. CP2766 CP2766 CP2766.The Laplace correction was computed from DEFLEC99 derived deflections. CP2766 CP2766.The geoid height was determined by GEOID03. CP2766 CP2766; North East Units Scale Factor Converg. CP2766;SPC MS W - 316,725.767 651,697.423 MT 0.99997876 -0 16 28.7 CP2766;SPC LA N - 206,959.419 1,155,620.932 MT 0.99994389 +0 52 27.1 CP2766;UTM 15 - 3,581,921.174 702,638.335 MT 1.00010639 +1 09 10.4 CP2766 CP2766 SUPERSEDED SURVEY CONTROL CP2766 CP2766 NAD 83(1986)- 32 21 21.15396(N) 090 50 47.48044(W) AD( ) 4 CP2766 NAD 27 - 32 21 20.62814(N) 090 50 47.10589(W) AD( ) 3 CP2766 CP2766.Superseded values are not recommended for survey control. CP2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2766.See file dsdata.txt to determine how the superseded data were derived. CP2766 CP2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0263881921(NAD 83) CP2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2766+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2766 CP2766 HISTORY - Date Condition Report By CP2766 HISTORY - 1931 FIRST OBSERVED CGS CP2766 HISTORY - 1957 GOOD CGS CP2766 HISTORY - 1958 GOOD CGS CP2766 HISTORY - 1967 GOOD MSHD CP2766 HISTORY - 20030719 GOOD USPSQD CP2766 HISTORY - 20050314 GOOD USPSQD CP2766 HISTORY - 20050319 GOOD USPSQD CP2766 CP2766 STATION DESCRIPTION CP2766 CP2766'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2766'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION. CP2766' CP2766'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2766'THE STATION IS LOCATED ABOUT 1.5 MILES EAST OF VICKSBURG, IN CP2766'THE EAST CENTRAL SECTION OF THE VICKSBURG NATIONAL PARK, 0.7 MILE CP2766'NORTH OF U.S. HIGHWAY 80. THE MEMORIAL IS ABOUT 70 FEET HIGH, CP2766'BUILT OUT OF GRAY GRANITE BLOCKS, THE STRUCTURE RESEMBLES A CP2766'MINITURE WASHINGTON MONUMENT. CP2766' CP2766'TO REACH THE STATION FROM THE MEMORIAL ARCH OVER U.S. HIGHWAY 80 CP2766'ABOUT 1.4 MILES EAST OF DOWNTOWN VICKSBURG, GO EAST ON U.S. CP2766'HIGHWAY 80 FOR 0.25 MILE TO UNION AVE., TURN LEFT AND GO CP2766'NORTHEAST ON A GRAVELED ROAD, UNION AVE., FOR 0.3 MILE TO A FORK, CP2766'TAKE RIGHT FORK AND GO 0.4 MILE TO THE MEMORIAL ON THE LEFT. CP2766 CP2766 STATION RECOVERY (1958) CP2766 CP2766'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2766'THIS STATION WAS LOCATED IN 1931 BUT HAS NO PREVIOUS DESCRIPTION, CP2766'A NEW ONE FOLLOWS-- CP2766' CP2766'THE STATION IS THE APEX OF THE SHAFT. IT IS ABOUT 1/2 MILE NORTH CP2766'OF U.S. HIGHWAY 80 AND ON THE WEST SIDE OF UNION AVENUE. IT IS CP2766'CONSTRUCTED OF GRAY GRANITE, HAS A SQUARE SHAFT 100 FEET HIGH CP2766'AND REST ON A 28 X 28 FOOT CONCRETE SLAB WHICH IS SURROUNDED BY CP2766'GRANITE AND HAS MINNESOTA INSCRIBED ON THE SOUTH AND NORTH SIDES. CP2766 CP2766 STATION RECOVERY (1967) CP2766 CP2766'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2766'THE STATION WAS VISITED 4-14-67 AND THE STATION WAS FOUND IN GOOD CP2766'CONDITION. CP2766' CP2766'THE STATION IS LOCATED IN THE CENTRAL SECTION OF THE VICKSBURG CP2766'NATIONAL PARK, 0.75 MILE SOUTHEAST OF A FIVE POINT INTERSECTION IN CP2766'THE NORTHEAST 1/4 OF SECTION 21, T 16N, R 4E. CP2766' CP2766'THE MONUMENT IS A GRANITE CONSTRUCTED SQUARE OBJECT BEGINNING AT 9 CP2766'FEET SQUARE AND GRADUALLY GETTING SMALLER. THE FINAL POINT IS CP2766'APPROXIMATELY 90 FEET HIGH. CP2766' CP2766'TO REACH FROM THE HEADQUARTERS FOR THE VICKSBURG NATIONAL PARK, GO CP2766'NORTH NORTHEAST ON CONFEDERATE AVENUE TO A FIVE POINT INTERSECTION. CP2766'TURN RIGHT (SOUTHEAST) AND CONTINUE ON PEMBERTON AVENUE FOR 0.25 CP2766'MILE TO A T INTERSECTION. TURN RIGHT (SOUTHWEST) AND CONTINUE CP2766'ON UNION AVENUE FOR 0.5 MILE TO A MONUMENT ON THE RIGHT. CP2766 CP2766 STATION RECOVERY (2003) CP2766 CP2766'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2766'TANK IS SUPPORTED BY 8 LEGS. CP2766 CP2766 STATION RECOVERY (2005) CP2766 CP2766'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2766'RECOVERED IN GOOD CONDITION. CP2766 CP2766 STATION RECOVERY (2005) CP2766 CP2766'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP2766'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2757 *********************************************************************** CP2757 DESIGNATION - VICKSBURG NATL PARK UNION MEM CP2757 PID - CP2757 CP2757 STATE/COUNTY- MS/WARREN CP2757 USGS QUAD - REDWOOD (1962) CP2757 CP2757 *CURRENT SURVEY CONTROL CP2757 ___________________________________________________________________ CP2757* NAD 83(1993)- 32 22 35.28055(N) 090 51 50.45208(W) ADJUSTED CP2757* NAVD 88 - CP2757 ___________________________________________________________________ CP2757 LAPLACE CORR- 0.39 (seconds) DEFLEC99 CP2757 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2757 CP2757 HORZ ORDER - THIRD CP2757 CP2757.The horizontal coordinates were established by classical geodetic methods CP2757.and adjusted by the National Geodetic Survey in May 1994. CP2757 CP2757 CP2757.The Laplace correction was computed from DEFLEC99 derived deflections. CP2757 CP2757.The geoid height was determined by GEOID03. CP2757 CP2757; North East Units Scale Factor Converg. CP2757;SPC MS W - 319,017.499 650,062.437 MT 0.99998074 -0 17 03.0 CP2757;SPC LA N - 209,217.828 1,153,940.379 MT 0.99994669 +0 51 53.8 CP2757;UTM 15 - 3,584,171.727 700,946.541 MT 1.00009797 +1 08 39.0 CP2757 CP2757 SUPERSEDED SURVEY CONTROL CP2757 CP2757 NAD 83(1986)- 32 22 35.29315(N) 090 51 50.44777(W) AD( ) 4 CP2757 NAD 27 - 32 22 34.77340(N) 090 51 50.07283(W) AD( ) 3 CP2757 CP2757.Superseded values are not recommended for survey control. CP2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2757.See file dsdata.txt to determine how the superseded data were derived. CP2757 CP2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0094784172(NAD 83) CP2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2757+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2005 CP2757 CP2757 HISTORY - Date Condition Report By CP2757 HISTORY - 1931 FIRST OBSERVED CGS CP2757 HISTORY - 1957 GOOD CGS CP2757 HISTORY - 1958 SEE DESCRIPTION CGS CP2757 HISTORY - 1967 GOOD MSHD CP2757 HISTORY - 20030719 GOOD USPSQD CP2757 HISTORY - 20050314 GOOD USPSQD CP2757 HISTORY - 20050318 GOOD USPSQD CP2757 CP2757 STATION DESCRIPTION CP2757 CP2757'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2757'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION CP2757' CP2757'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2757' CP2757'IT IS LOCATED IN THE NORTHWEST SECTION OF THE VICKSBURG NATIONAL CP2757'PARK, ABOUT 0.2 MILE EAST OF THE NATIONAL CEMETERY, AND ABOUT CP2757'2.75 MILES NORTH OF DOWNTOWN VICKSBURG, ON THE TOP OF A HIGH CP2757'BLUFF OVERLOOKING THE RIVER TO THE WEST. IT IS A GRANITE MONUMENT CP2757'BUILT ON THE ORDER OF THE WASHINGTON MONUMENT IN WASHINGTON D.C. CP2757' CP2757'TO REACH THE STATION FROM THE MEMORIAL ARCH OVER U.S. HIGHWAY 80, CP2757'ABOUT 1.4 MILE EAST OF DOWNTOWN VICKSBURG, GO NORTH ON CONFEDERATE CP2757'AVE. FOR 1.25 MILE TO A FIVE STREET INTERSECTION CONTINUE CP2757'NORTH ON CONFEDERATE AVE. FOR 0.95 MILE TO ITS INTERSECTION CP2757'WITH GRAVE YARD ROAD, TURN LEFT ON CONFEDERATE AVE AND GO WEST CP2757'FOR 1.7 MILES TO A SIDE ROAD RIGHT AT THE FOOT OF A HILL IN AN S CP2757'CURVE, TURN RIGHT AND GO NORTH ON CONNECTING AVE. FOR 0.6 MILE CP2757'TO THE NATIONAL CEMETERY ON THE LEFT AND THE INTERSECTION WITH CP2757'UNION AVE., TURN RIGHT ON UNION AVE. AND GO UPHILL FOR 0.3 CP2757'MILE TO THE MEMORIAL ON THE RIGHT. CP2757 CP2757 STATION RECOVERY (1958) CP2757 CP2757'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2757'THIS STATION WAS LOCATED IN 1929 BUT HAD NO PREVIOUS DESCRIPTION, CP2757'A NEW ONE FOLLOWS-- CP2757' CP2757'THE STATION IS THE TOP-CENTER OF THE SHAFT. IT IS ABOUT 0.3 MILE CP2757'NORTH OF CONFEDERATE AVENUE AND ON THE EAST SIDE OF UNION AVENUE. CP2757'IT IS CONSTRUCTED OF LIGHT GREY GRANITE, HAS A SQUARE SHAFT, CP2757'POINTED AT THE TOP AND IS 202 FEET HIGH. CP2757 CP2757 STATION RECOVERY (1967) CP2757 CP2757'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2757'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2757'CONDITION. CP2757' CP2757'THE STATION IS LOCATED IN THE NORTH WESTERN SECTION OF THE CP2757'VICKSBURG NATIONAL PARK IN THE SOUTHEAST 1/4 OF SECTION 12, CP2757'T 16N, R 3E. THE MONUMENT IS A 18 FOOT SQUARE MARBLE CONSTRUCTED CP2757'OBJECT WITH A POINT ON THE FINAL AND IS APPROXIMATELY 150 FEET CP2757'TALL. CP2757' CP2757'TO REACH FROM THE HEADQUARTERS OF THE VICKSBURG NATIONAL PARK, GO CP2757'NORTH NORTHEAST ON CONFEDERATE AVENUE FOR 1.0 MILE TO A FIVE POINT CP2757'INTERSECTION. TAKE THE LEFT FORK JUST PAST THE CORSSING OF CP2757'JACKSON AVENUE AND CONTINUE NORTHWEST ON CONFEDERATE AVENUE FOR CP2757'1.0 MILE TO GRAVEYARD ROAD ON THE RIGHT. CONTINUE NORTHWEST ON CP2757'CONFEDERATE AVENUE FOR 1.7 MILES TO FORT HILL DRIVE ON THE LEFT. CP2757'CONTINUE NORTH NORTHEAST ON CONFEDERATE AVENUE FOR 0.5 MILE TO CP2757'THE BEGINNING OF UNION AVENUE AND THE NATIONAL CEMETERY ON THE CP2757'LEFT. TURN RIGHT (EAST) AND CONTINUE ON UNION AVENUE FOR 0.2 CP2757'MILE TO THE MONUMENT ON THE RIGHT. CP2757 CP2757 STATION RECOVERY (2003) CP2757 CP2757'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2757'RECOVERED IN GOOD CONDITION. CP2757 CP2757 STATION RECOVERY (2005) CP2757 CP2757'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2757'RECOVERED IN GOOD CONDITION. CP2757 CP2757 STATION RECOVERY (2005) CP2757 CP2757'RECOVERY NOTE BY US POWER SQUADRON 2005 (DH) CP2757'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2760 *********************************************************************** CP2760 DESIGNATION - VICKSBURG NATL PARK WIS MEM CP2760 PID - CP2760 CP2760 STATE/COUNTY- MS/WARREN CP2760 USGS QUAD - VICKSBURG EAST (1962) CP2760 CP2760 *CURRENT SURVEY CONTROL CP2760 ___________________________________________________________________ CP2760* NAD 83(1993)- 32 21 55.15696(N) 090 50 25.31481(W) ADJUSTED CP2760* NAVD 88 - CP2760 ___________________________________________________________________ CP2760 LAPLACE CORR- 0.19 (seconds) DEFLEC99 CP2760 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2760 CP2760 HORZ ORDER - THIRD CP2760 CP2760.The horizontal coordinates were established by classical geodetic methods CP2760.and adjusted by the National Geodetic Survey in May 1994. CP2760 CP2760 CP2760.The Laplace correction was computed from DEFLEC99 derived deflections. CP2760 CP2760.The geoid height was determined by GEOID03. CP2760 CP2760; North East Units Scale Factor Converg. CP2760;SPC MS W - 317,770.793 652,282.022 MT 0.99997807 -0 16 17.1 CP2760;SPC LA N - 208,015.921 1,156,184.441 MT 0.99994516 +0 52 38.8 CP2760;UTM 15 - 3,582,980.579 703,196.787 MT 1.00010918 +1 09 23.3 CP2760 CP2760 SUPERSEDED SURVEY CONTROL CP2760 CP2760 NAD 83(1986)- 32 21 55.16973(N) 090 50 25.31064(W) AD( ) 4 CP2760 NAD 27 - 32 21 54.64757(N) 090 50 24.93520(W) AD( ) 3 CP2760 CP2760.Superseded values are not recommended for survey control. CP2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2760.See file dsdata.txt to determine how the superseded data were derived. CP2760 CP2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0319782981(NAD 83) CP2760_MARKER: 87 = DOME CP2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2760+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2760 CP2760 HISTORY - Date Condition Report By CP2760 HISTORY - 1931 FIRST OBSERVED CGS CP2760 HISTORY - 1957 GOOD CGS CP2760 HISTORY - 1958 GOOD CGS CP2760 HISTORY - 1967 GOOD MSHD CP2760 HISTORY - 20030719 GOOD USPSQD CP2760 HISTORY - 20050314 GOOD USPSQD CP2760 HISTORY - 20050319 GOOD USPSQD CP2760 CP2760 STATION DESCRIPTION CP2760 CP2760'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2760'NO PREVIOUS DESCRIPTION WRITTEN FOR THIS STATION. CP2760' CP2760'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2760' CP2760'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF THE VICKSBURG CP2760'NATIONAL PARK, ON UNION AVE., ABOUT 2.2 MILES NORTH OF U.S. CP2760'HIGHWAY 80, AND 0.8 MILE NORTH OF THE ILLINOIS MEMORIAL. IT CP2760'IS A CYLINDRICAL STRUCTURE SET ON A SQUARE BASE WITH A SMALL CP2760'SQUARE ON ITS TOP ON WHICH THE STATUE OF AN EAGLE IS SET. CP2760'FOUR LEVELS OF STEPS LEAD FROM THE UNION AVE TO THE BASE OF CP2760'THE MEMORIAL. CP2760' CP2760'TO REACH FROM THE MEMORIAL ARCH OVER U.S. HIGHWAY 80, ABOUT CP2760'1.4 MILES EAST OF DOWN TOWN VICKSBURG, GO NORTH ON CONFEDERATE CP2760'AVE. FOR 1.25 MILES TO A FIVE STREET INTERSECTION, TURN RIGHT CP2760'ON JACKSON ROAD FOR 0.35 MILE TO UNION AVE. TURN LEFT, NORTH, CP2760'ON UNION AVE AND FOLLOW WINDING GRAVELED ROAD FOR 0.8 MILES CP2760'TO THE MONUMENT ON THE LEFT. CP2760 CP2760 STATION RECOVERY (1958) CP2760 CP2760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2760'THIS STATION WAS LOCATED IN 1931 BUT WAS NOT DESCRIBED, A CP2760'DESCRIPTION FOLLOWS-- CP2760' CP2760'THE STATION IS THE TOP-CENTER OF THE SHAFT. IT IS ABOUT 0.4 CP2760'MILE NORTH OF JACKSON ROAD AND ON THE NORTH SIDE OF UNION CP2760'AVENUE. IT IS CONSTRUCTED OF LIGHT GREY GRANITE, HAS A ROUND CP2760'SHAFT WITH A SQUARE PEDESTAL ON WHICH RESTS A LIKENESS OF CP2760'AN EAGLE AND IS ABOUT 100 FEET HIGH. CP2760 CP2760 STATION RECOVERY (1967) CP2760 CP2760'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2760'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2760'CONDITION. CP2760' CP2760'THE STATION IS A ROUND GRANITE STRUCTURE ON TOP OF A SQUARE CP2760'VASE AND HAS A SQUARE PLATFORM ON THE TOP WITH A BRONZE EAGLE CP2760'ON THE FINAL. THERE IS A FLIGHT OF STEPS LEADING FROM UNION CP2760'AVENUE TO THE BASE OF THE MONUMENT. THE MONUMENT IS LOCATED CP2760'IN THE NORTHEAST SECTION OF THE VICKSBURG NATIONAL PARK AND CP2760'IS APPROXIMATELY 90 FEET TALL. CP2760' CP2760'TO REACH FROM THE HEADQUARTERS OF THE VICKSBURG NATIONAL PARK, CP2760'GO NORTH NORTHEAST ON CONFEDERATE AVE. FOR 1.0 MILE TO A FIVE CP2760'WAY INTERSECTION. TAKE THE LEFT FORK JUST PAST THE CROSSING CP2760'OF JACKSON ROAD THE CONTINUE NORTHWEST ON CONFEDERATE AVENUE CP2760'FOR 1.0 MILE TO GRAVEYARD ROAD ON THE RIGHT. TURN RIGHT CP2760'(EAST) AND CONTINUE ON GRAVEYARD ROAD FOR 0.35 MILE TO A T CP2760'INTERSECTION. TURN RIGHT (SOUTH) AND CONTINUE ON UNION AVENUE CP2760'FOR 0.85 MILE TO THE MONUMENT ON THE RIGHT. CP2760 CP2760 STATION RECOVERY (2003) CP2760 CP2760'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2760'RECOVERED IN GOOD CONDITION. CP2760 CP2760 STATION RECOVERY (2005) CP2760 CP2760'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2760'RECOVERED IN GOOD CONDITION. CP2760 CP2760 STATION RECOVERY (2005) CP2760 CP2760'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP2760'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2759 *********************************************************************** CP2759 DESIGNATION - VICKSBURG RAD STA WQBC MAST CP2759 PID - CP2759 CP2759 STATE/COUNTY- MS/WARREN CP2759 USGS QUAD - VICKSBURG EAST (1962) CP2759 CP2759 *CURRENT SURVEY CONTROL CP2759 ___________________________________________________________________ CP2759* NAD 83(1993)- 32 19 48.44591(N) 090 50 57.37394(W) ADJUSTED CP2759* NAVD 88 - CP2759 ___________________________________________________________________ CP2759 LAPLACE CORR- 0.10 (seconds) DEFLEC99 CP2759 GEOID HEIGHT- -26.54 (meters) GEOID03 CP2759 CP2759 HORZ ORDER - THIRD CP2759 CP2759.The horizontal coordinates were established by classical geodetic methods CP2759.and adjusted by the National Geodetic Survey in May 1994. CP2759 CP2759 CP2759.The Laplace correction was computed from DEFLEC99 derived deflections. CP2759 CP2759.The geoid height was determined by GEOID03. CP2759 CP2759; North East Units Scale Factor Converg. CP2759;SPC MS W - 313,871.771 651,425.106 MT 0.99997909 -0 16 33.3 CP2759;SPC LA N - 204,100.643 1,155,405.895 MT 0.99994056 +0 52 21.9 CP2759;UTM 15 - 3,579,060.919 702,437.152 MT 1.00010539 +1 09 02.1 CP2759 CP2759 SUPERSEDED SURVEY CONTROL CP2759 CP2759 NAD 83(1986)- 32 19 48.45878(N) 090 50 57.36971(W) AD( ) 4 CP2759 NAD 27 - 32 19 47.93400(N) 090 50 56.99400(W) AD( ) 3 CP2759 CP2759.Superseded values are not recommended for survey control. CP2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2759.See file dsdata.txt to determine how the superseded data were derived. CP2759 CP2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0243779061(NAD 83) CP2759_MARKER: 42 = RADIO/TV MAST CP2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP2759+SATELLITE: SATELLITE OBSERVATIONS - March 14, 2005 CP2759 CP2759 HISTORY - Date Condition Report By CP2759 HISTORY - 1959 FIRST OBSERVED CGS CP2759 HISTORY - 1967 GOOD MSHD CP2759 HISTORY - 20030719 GOOD USPSQD CP2759 HISTORY - 20050314 GOOD USPSQD CP2759 CP2759 STATION DESCRIPTION CP2759 CP2759'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2759'THE STATION IS THE TOP-CENTER OF THE MAST. IT IS A LACED CP2759'STEEL CONSTRUCTED MAST PAINTED ALTERNATELY RED AND WHITE CP2759'WITH AN OVERALL HEIGHT OF 197 FEET. THERE IS A FLASHING CP2759'RED LIGHT AT THE TOP. IT IS LOCATED IN THE SOUTHEASTERN CP2759'EDGE OF TOWN, 200 FEET SOUTHEAST OF THE TRANSMITTER BUILDING CP2759'AND 250 FEET EAST OF A MACADAM ROAD KNOWN AS CHAPEL ROAD. CP2759 CP2759 STATION RECOVERY (1967) CP2759 CP2759'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2759'THE STATION SITE WAS FOUND IN GOOD CONDITION. CP2759' CP2759'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 32, CP2759'T 16N, R 4E APPROXIMATELY 2.3 MILES SOUTHEAST OF VICKSBURG, CP2759'0.4 MILE SOUTHEAST OF INTERSTATE 20, 250 FEET EAST OF PORTERS CP2759'CHAPEL ROAD, 200 FEET SOUTHEAST OF THE TRANSMITTER BUILDING. CP2759' CP2759'THE STATION IS THE TOP CENTER OF THE MAST. IT IS A LACED CP2759'STEEL CONSTRUCTED MAST PAINTED ALTERNATELY RED AND WHITE CP2759'WITH AN OVERALL HEIGHT OF 197 FEET AND HAS A FLASHING RED CP2759'LIGHT ON TOP. CP2759' CP2759'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD CP2759'AND MONROE STREETS IN VICKSBURG, GO (NORTHWEST) ON MONROE CP2759'STREET FOR 0.1 MILE TO THE INTERSECTION OF CLAY STREET. TURN CP2759'RIGH (NORTHEAST) AND CONTINUE ON CLAY STREET FOR 1.9 MILES CP2759'TO THE INTERSECTION OF OLD HIGHWAY 27. TURN RIGHT (SOUTHEAST) CP2759'AND CONTINUE ON OLD HIGHWAY 27 FOR 0.3 MILE TO A SIDE ROAD CP2759'RIGHT JUST PAST ON OVERPASS. TURN RIGHT (SOUTHWEST) AND CP2759'CONTINUE ON PORTERS CHAPEL ROAD FOR 0.65 MILE TO THE STATION CP2759'ON THE LEFT. CP2759 CP2759 STATION RECOVERY (2003) CP2759 CP2759'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2759'RECOVERED IN GOOD CONDITION. CP2759 CP2759 STATION RECOVERY (2005) CP2759 CP2759'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR) CP2759'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2768 *********************************************************************** CP2768 DESIGNATION - VICKSBURG RAD STA WVIM MAST CP2768 PID - CP2768 CP2768 STATE/COUNTY- MS/WARREN CP2768 USGS QUAD - VICKSBURG EAST (1962) CP2768 CP2768 *CURRENT SURVEY CONTROL CP2768 ___________________________________________________________________ CP2768* NAD 83(1993)- 32 21 28.80000(N) 090 51 16.53982(W) ADJUSTED CP2768* NAVD 88 - CP2768 ___________________________________________________________________ CP2768 LAPLACE CORR- 0.26 (seconds) DEFLEC99 CP2768 GEOID HEIGHT- -26.55 (meters) GEOID03 CP2768 CP2768 HORZ ORDER - THIRD CP2768 CP2768.The horizontal coordinates were established by classical geodetic methods CP2768.and adjusted by the National Geodetic Survey in May 1994. CP2768 CP2768 CP2768.The Laplace correction was computed from DEFLEC99 derived deflections. CP2768 CP2768.The geoid height was determined by GEOID03. CP2768 CP2768; North East Units Scale Factor Converg. CP2768;SPC MS W - 316,965.362 650,938.911 MT 0.99997967 -0 16 44.4 CP2768;SPC LA N - 207,183.750 1,154,857.796 MT 0.99994417 +0 52 11.7 CP2768;UTM 15 - 3,582,141.825 701,873.994 MT 1.00010258 +1 08 55.1 CP2768 CP2768 SUPERSEDED SURVEY CONTROL CP2768 CP2768 NAD 83(1986)- 32 21 28.81274(N) 090 51 16.53562(W) AD( ) 4 CP2768 NAD 27 - 32 21 28.29100(N) 090 51 16.15900(W) AD( ) 3 CP2768 CP2768.Superseded values are not recommended for survey control. CP2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2768.See file dsdata.txt to determine how the superseded data were derived. CP2768 CP2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0187482142(NAD 83) CP2768_MARKER: 42 = RADIO/TV MAST CP2768 CP2768 HISTORY - Date Condition Report By CP2768 HISTORY - 1959 FIRST OBSERVED CGS CP2768 HISTORY - 1967 GOOD MSHD CP2768 HISTORY - 20030721 MARK NOT FOUND USPSQD CP2768 HISTORY - 20050319 MARK NOT FOUND USPSQD CP2768 CP2768 STATION DESCRIPTION CP2768 CP2768'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2768'THE STATION IS THE TOP CENTER OF THE MAST. IT IS A TUBULAR CP2768'STEEL MAST, PAINTED ALTERNATELY ORANGE AND WHITE WITH AN CP2768'OVERALL HEIGHT OF 170 FEET. THERE IS A FLASHING RED LIGHT AT CP2768'THE TOP OF THE MAST. IT IS LOCATED IN THE NORTHEAST PART CP2768'OF TOWN 1 BLOCK SOUTH OF THE INTERSECTION OF THOMPSON STREET CP2768'AND OPENWOOD STREET. CP2768 CP2768 STATION RECOVERY (1967) CP2768 CP2768'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2768'THE STATION SITE WAS VISITED AND THE STATION WAS FOUND IN CP2768'GOOD CONDITION. CP2768' CP2768'THE STATION IS LOCATED NEAR THE CENTER OF SECTION 19, T 16N, CP2768'R 4E APPROXIMATELY 0.35 MILE WEST OF THE VICKSBURG NATIONAL CP2768'CEMETERY AND 0.1 MILE SOUTH OF OPENWOOD STREET (JACKSON AVENUE). CP2768' CP2768'TO REACH FROM THE VICKSBURG NATIONAL PARK HEADQUARTERS, GO CP2768'(NORTHEAST) ON CONFEDERATE AVENUE FOR 0.95 MILE TO A FIVE CP2768'POINT INTERSECTION. TURN LEFT (NORTHWEST) AND CONTINUE ON CP2768'OPENWOOD STREET (JACKSON AVENUE) FOR 0.6 MILE TO THOMPSON CP2768'STREET ON THE LEFT. TURN LEFT (SOUTH AND CONTINUE ON THOMPSON CP2768'STREET FOR 0.1 MILE TO THE MAST ON THE RIGHT. THE STATION CP2768'IS THE TOP CENTER OF THE MAST. IT IS A TUBULAR STEEL MAST, CP2768'PAINTED ALTERNATELY ORANGE AND WHITE WITH AN OVERALL HEIGHT CP2768'OF 170 FEET AND HAS A FLASHING RED LIGHT AT THE TOP OF THE CP2768'MAST. CP2768 CP2768 STATION RECOVERY (2003) CP2768 CP2768'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2768'MARK NOT FOUND. CP2768 CP2768 STATION RECOVERY (2005) CP2768 CP2768'RECOVERY NOTE BY US POWER SQUADRON 2005 (KDW) CP2768'JACKSON RD IS NOW NAMED MLL JR. WHEN USING A WASS GPS FOR POSITION CP2768'THE RAD STA WVIM MAST WAS NOT OBSERVED 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2774 *********************************************************************** CP2774 DESIGNATION - VICKSBURG STANDPIPE CP2774 PID - CP2774 CP2774 STATE/COUNTY- MS/WARREN CP2774 USGS QUAD - VICKSBURG WEST (1962) CP2774 CP2774 *CURRENT SURVEY CONTROL CP2774 ___________________________________________________________________ CP2774* NAD 83(1993)- 32 20 42.05597(N) 090 52 54.93568(W) ADJUSTED CP2774* NAVD 88 - CP2774 ___________________________________________________________________ CP2774 LAPLACE CORR- 0.38 (seconds) DEFLEC99 CP2774 GEOID HEIGHT- -26.56 (meters) GEOID03 CP2774 CP2774 HORZ ORDER - THIRD CP2774 CP2774.The horizontal coordinates were established by classical geodetic methods CP2774.and adjusted by the National Geodetic Survey in May 1994. CP2774 CP2774 CP2774.The Laplace correction was computed from DEFLEC99 derived deflections. CP2774 CP2774.The geoid height was determined by GEOID03. CP2774 CP2774; North East Units Scale Factor Converg. CP2774;SPC MS W - 315,538.376 648,358.996 MT 0.99998287 -0 17 36.6 CP2774;SPC LA N - 205,705.375 1,152,307.109 MT 0.99994246 +0 51 19.7 CP2774;UTM 15 - 3,580,650.846 699,330.132 MT 1.00008999 +1 08 00.9 CP2774 CP2774 SUPERSEDED SURVEY CONTROL CP2774 CP2774 NAD 83(1986)- 32 20 42.06791(N) 090 52 54.93221(W) AD( ) 4 CP2774 NAD 27 - 32 20 41.53726(N) 090 52 54.55203(W) AD( ) 3 CP2774 CP2774.Superseded values are not recommended for survey control. CP2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2774.See file dsdata.txt to determine how the superseded data were derived. CP2774 CP2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR9933080651(NAD 83) CP2774_MARKER: 52 = STANDPIPE TANK CP2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2774+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2774 CP2774 HISTORY - Date Condition Report By CP2774 HISTORY - 1931 FIRST OBSERVED CGS CP2774 HISTORY - 1957 GOOD CGS CP2774 HISTORY - 1958 GOOD CGS CP2774 HISTORY - 1967 GOOD MSHD CP2774 HISTORY - 20030721 MARK NOT FOUND USPSQD CP2774 HISTORY - 20030903 POOR GEOCAC CP2774 HISTORY - 20050319 GOOD USPSQD CP2774 CP2774 STATION DESCRIPTION CP2774 CP2774'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (RAG) CP2774'NO PREVIOUS DESCRIPTION FOR THIS STATION CP2774' CP2774'THE STATION WAS VISITED 1-21-57 AND FOUND IN GOOD CONDITION. CP2774' CP2774'THE STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF THE CP2774'BUSINESS DISTRICT OF VICKSBURG, 1 BLOCK EAST OF U.S. HIGHWAY CP2774'61, AND 150 FEET NORTH OF THE INTERSECTION OF WALNUT AND CP2774'RIDGE STREETS, ON THE TOP OF THE BLUFF OVERLOOKING THE MISSISSIPPI CP2774'RIVER. IT IS A CYLINDRICAL METAL STANDPIPE WITH A CONICAL CP2774'SHAPED ROOF WITH LIGHTNING RODS ON THE SOUTH SIDE OF THE ROOF. CP2774'IT IS ABOUT 125 FEET HIGH. CP2774' CP2774'TO REACH FROM THE COURTHOUSE IN JACKSON, GO SOUTH ON CHERRY CP2774'STREET FOR 0.6 MILE TO WEST PINE STREET, TURN RIGHT ON WEST CP2774'PINE STREET AND GO 0.15 MILE TO WAHL STREET, TURN RIGHT FOR CP2774'A SHORT BLOCK TO WALNUT STREET, TURN LEFT AND GO 1 BLOCK TO CP2774'RIDGE STREET AND THE STANDPIPE ON THE RIGHT. CP2774 CP2774 STATION RECOVERY (1958) CP2774 CP2774'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR) CP2774'THE STATION IS THE APEX OF THE STANDPIPE. IT IS 1 BLOCK EAST CP2774'OF WASHINGTON AVENUE AND AT THE SOUTH END OF WALNUT STREET CP2774'(DEAD END). THE BASE OF THE STANDPIPE RESTS ON A MOUND OF CP2774'DIRT ABOUT 30 FEET HIGH. THE STANDPIPE IS SILVER IN COLOR AND CP2774'ABOUT 170 FEET HIGH. CP2774 CP2774 STATION RECOVERY (1967) CP2774 CP2774'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1967 CP2774'THE STATION WAS VISITED AND THE STATION WAS FOUND IN GOOD CP2774'CONDITION. CP2774' CP2774'THE STATION IS A CYLINDER SHAPED STEEL STRUCTURE APPROXIMATELY CP2774'115 FEET HIGH WITH A CONE SHAPED TOP AND IS PAINTED SILVER CP2774'IN COLOR. THE STANDPIPE IS NEAR THE CENTER OF VICKSBURG IN CP2774'THE NORTHEAST 1/4 OF SECTION 22, T 16N, R 3E. CP2774' CP2774'TO REACH FROM THE U.S. POST OFFICE ON THE CORNER OF CROWFORD CP2774'AND MONROE STREETS IN VICKSBURG, GO SOUTH ON MONROE STREET CP2774'FOR 0.25 MILE TO THE STANDPIPE ON THE RIGHT ON A KNOLL CP2774'APPROXIMATELY 250 FEET WEST OF THE CENTER OF MONROE STREET. CP2774 CP2774 STATION RECOVERY (2003) CP2774 CP2774'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR) CP2774'MARK NOT FOUND. CP2774 CP2774 STATION RECOVERY (2003) CP2774 CP2774'RECOVERY NOTE BY GEOCACHING 2003 (WAF) CP2774'THE STANDPIPE WAS REMOVED IN THE LATE 1960'S. IN THE EARLY 1990'S A CP2774'350 FOOT COMMUNICATIONS TOWER WAS PLACED ON THE SITE. THE TOWER IS CP2774'DIRECTLY OVER THE FOUNDATION OF THE OLD STANDPIPE. CP2774 CP2774 STATION RECOVERY (2005) CP2774 CP2774'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP2774'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP2756 *********************************************************************** CP2756 DESIGNATION - VILLA CP2756 PID - CP2756 CP2756 STATE/COUNTY- MS/WARREN CP2756 USGS QUAD - REDWOOD (1962) CP2756 CP2756 *CURRENT SURVEY CONTROL CP2756 ___________________________________________________________________ CP2756* NAD 83(1993)- 32 24 52.45362(N) 090 46 55.82835(W) ADJUSTED CP2756* NAVD 88 - 101.92 (+/-2cm) 334.4 (feet) VERTCON CP2756 ___________________________________________________________________ CP2756 LAPLACE CORR- 0.21 (seconds) DEFLEC99 CP2756 GEOID HEIGHT- -26.57 (meters) GEOID03 CP2756 CP2756 HORZ ORDER - THIRD CP2756 VERT ORDER - THIRD ? (See Below) CP2756 CP2756.The horizontal coordinates were established by classical geodetic methods CP2756.and adjusted by the National Geodetic Survey in May 1994. CP2756 CP2756.The NAVD 88 height was computed by applying the VERTCON shift value to CP2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2756.The vertical order pertains to the NGVD 29 superseded value. CP2756 CP2756.The Laplace correction was computed from DEFLEC99 derived deflections. CP2756 CP2756.The geoid height was determined by GEOID03. CP2756 CP2756; North East Units Scale Factor Converg. CP2756;SPC MS W - 323,207.547 657,781.454 MT 0.99997197 -0 14 26.2 CP2756;UTM 15 - 3,588,553.601 708,559.729 MT 1.00013641 +1 11 21.4 CP2756 CP2756! - Elev Factor x Scale Factor = Combined Factor CP2756!SPC MS W - 0.99998817 x 0.99997197 = 0.99996014 CP2756!UTM 15 - 0.99998817 x 1.00013641 = 1.00012458 CP2756 CP2756: Primary Azimuth Mark Grid Az CP2756:SPC MS W - SLIKER 105 02 29.6 CP2756:UTM 15 - SLIKER 103 36 42.0 CP2756 CP2756|---------------------------------------------------------------------| CP2756| PID Reference Object Distance Geod. Az | CP2756| dddmmss.s | CP2756| CP2714 OAK RIDGE LOOKOUT TOWER APPROX. 5.0 KM 0422913.0 | CP2756| CY5786 VILLA AZ MK 0963024.5 | CP2756| CP2715 SLIKER APPROX. 6.8 KM 1044803.4 | CP2756| CY5787 VILLA RM 1 25.516 METERS 16414 | CP2756| CY5788 VILLA RM 2 25.654 METERS 25448 | CP2756|---------------------------------------------------------------------| CP2756 CP2756 SUPERSEDED SURVEY CONTROL CP2756 CP2756 NAD 83(1986)- 32 24 52.46653(N) 090 46 55.82405(W) AD( ) 3 CP2756 NAD 27 - 32 24 51.95270(N) 090 46 55.45360(W) AD( ) 3 CP2756 NGVD 29 (07/19/86) 101.97 (m) 334.5 (f) LEVELING 3 CP2756 CP2756.Superseded values are not recommended for survey control. CP2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2756.See file dsdata.txt to determine how the superseded data were derived. CP2756 CP2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR0856088554(NAD 83) CP2756_MARKER: DS = TRIANGULATION STATION DISK CP2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP2756_MAGNETIC: N = NO MAGNETIC MATERIAL CP2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP2756+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP2756 CP2756 HISTORY - Date Condition Report By CP2756 HISTORY - 1959 MONUMENTED CGS CP2756 HISTORY - 1970 GOOD MSSU CP2756 HISTORY - 1970 GOOD MSSU CP2756 HISTORY - 1970 GOOD NGS CP2756 HISTORY - 1972 GOOD MSSU CP2756 HISTORY - 1978 GOOD NGS CP2756 HISTORY - 19811001 GOOD MSSU CP2756 HISTORY - 19820301 GOOD MSSU CP2756 HISTORY - 20050319 GOOD USPSQD CP2756 CP2756 STATION DESCRIPTION CP2756 CP2756'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (OSR) CP2756'STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF EDWARDS, 7-1/2 CP2756'MILES NORTHEAST OF VICKSBURG AND 4-1/2 MILES NORTH OF U.S. CP2756'HIGHWAY 80, ON LAND OWNED BY MRS. MAUDE TUCKER, IN THE SOUTH CP2756'CENTRAL PART OF SECTION 25, R 4 E, T 17 N. IT IS ON THE WEST CP2756'SIDE OF OAK RIDGE ROAD AND ABOUT 14 FEET HIGHER THAN THE CP2756'ROAD LEVEL. THE MARK IS ABOUT 3 FEET LOWER THAN THE HIGHEST CP2756'POINT OF RIDGE. CP2756' CP2756'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 61 TRUCK ROUTES CP2756'(CORNER OF CLAY AND CHERRY STREETS) IN VICKSBURG, BY GOING CP2756'EASTERLY ON HIGHWAY 80 FOR 1.3 MILES TO ARCH OVER HIGHWAY AND CP2756'ENTRANCE TO VICKSBURG NATIONAL MILITARY PARK ON THE LEFT, CP2756'CONTINUE EAST ON HIGHWAY 80 FOR 1.75 MILES TO CROSSROADS AND CP2756'HILLCREST MOTEL IN THE NORTHEAST ANGLE OF INTERSECTION, TURN CP2756'LEFT AND FOLLOW MACADAM ROAD NORTHERLY FOR 1.3 MILES TO FORKS, CP2756'TAKE RIGHT FORK, NORTHEASTERLY, FOR 0.75 MILE TO FORKS AT CP2756'BLACKS STORE, TAKE RIGHT FORK, OAK RIDGE ROAD, NORTHEASTERLY, CP2756'FOR 0.65 MILE TO CULKIN ACADEMY HIGH SCHOOL ON THE RIGHT, CP2756'CONTINUE NORTHEASTERLY ON OAK RIDGE ROAD FOR 0.85 MILE CP2756'TO FORKS AT SMALL STORE ON THE RIGHT, TURN LEFT AND CONTINUE CP2756'ON OAK RIDGE ROAD FOR 3.3 MILES TO GRAVEL SIDE ROAD RIGHT AND CP2756'BOARD GATE ON THE LEFT, TURN LEFT THROUGH GATE THEN RIGHT FOR CP2756'ABOUT 80 FEET TO STATION. TO REACH THE AZIMUTH MARK FROM THE CP2756'STATION GO EASTERLY ON GRAVEL ROAD FOR 0.65 MILE TO THE CP2756'MARK ON THE RIGHT. CP2756' CP2756'STATION MARKS ARE STANDARD DISKS, STAMPED VILLA 1958. THE CP2756'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE CP2756'POST PROJECTING 8 INCHES. IT IS 107 FEET NORTHWEST OF THE CENTER CP2756'OF T-INTERSECTION OF OAK RIDGE ROAD AND GRAVEL ROAD LEADING EAST, CP2756'80 FEET NORTH-NORTHWEST OF A NORTH GATE POST IN A NORTH-SOUTH CP2756'ROAD RIGHT-OF-WAY FENCE, 62 FEET WEST OF THE CENTER OF OAK RIDGE CP2756'ROAD AND 33 FEET WEST OF A ROAD RIGHT-OF-WAY FENCE. THE CP2756'UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE 34 CP2756'INCHES BELOW THE GROUND SURFACE. CP2756' CP2756'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED VILLA NO 1 1958, SET CP2756'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 8 CP2756'INCHES. IT IS 68 FEET WEST OF THE CENTER OF THE T-INTERSECTION, CP2756'39 FEET WEST-SOUTHWEST OF THE NORTH GATE POST AND 38 FEET WEST OF CP2756'THE RIGHT-OF-WAY FENCE. CP2756' CP2756'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED VILLA NO 2 1958, CP2756'SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 5 CP2756'INCHES. IT IS 146 FEET WEST OF THE CENTER OF THE ROAD, 143 FEET CP2756'NORTHWEST OF THE NORTH GATE POST AND 117 FEET WEST OF THE CP2756'RIGHT-OF-WAY FENCE. CP2756' CP2756'AZIMUTH MARK IS A STANDARD DISK, STAMPED VILLA 1958, SET IN CP2756'THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING 8 CP2756'INCHES. IT IS 162 FEET SOUTHWEST OF THE CENTER OF A BOARD GATE, CP2756'38 FEET SOUTHEAST OF A NORTH ROAD RIGHT-OF-WAY FENCE, 16.6 FEET CP2756'NORTH OF A TRIANGLE BLAZE ON THE NORTH SIDE OF A 24-INCH SYCAMORE CP2756'TREE, 16 FEET SOUTHEAST OF THE CENTER OF A GRAVEL ROAD AND 10 CP2756'FEET SOUTHWEST OF THE CENTER OF A TRACK ROAD. A WHITE WITNESS CP2756'POST WAS SET 1 FOOT NORTHEAST OF THE MARK. CP2756' CP2756'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. CP2756 CP2756 STATION RECOVERY (1970) CP2756 CP2756'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (SH) CP2756'VILLA 1958-GOOD CP2756' CP2756'VILLA AZI MK 1958-NOT FOUND CP2756' CP2756'VILLA NO. 1 AND 2 1958-GOOD - R.M. 1 TO R.M. 2 APPROX. 121 FEET CP2756 CP2756 STATION RECOVERY (1970) CP2756 CP2756'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1970 (DD) CP2756'VILLA 1958-IN GOOD CONDITION WITH WITNESS POST STANDING. CP2756' CP2756'VILLA NO. 1 1958-SEARCHED FOR AND NO EVIDENCE FOUND. CP2756' CP2756'VILLA NO. 2 1958-IN GOOD CONDITION - WRITING ON WITNESS POST CP2756'FADED CP2756' CP2756'VILLA 1958 (AZ)-SEARCHED FOR AND NO EVIDENCE FOUND. CP2756' CP2756'IN THE DESCRIPTION CONSIDERING THE DIRECTIONS FOR FINDING THE CP2756'STATION THE COMMEND CONSIDERING THE ARCH OVER THE HIGHWAY SHOULD CP2756'BE CHANGED. IT WAS MOVED SO IT SHOULD READ 3.05 MILES EASTERLY ON CP2756'HIGHWAY 80 FROM JUNCTION OF HIGHWAY 80 AND 61 TRUCK ROUTES. ALSO CP2756'CULKIN ACADEMY IS AN ELEMENTARY SCHOOL NOW. THE AZ MARK AND R.M. CP2756'1 WERE NOT FOUND. THEY WERE SEARCHED FOR BY MEANS OF COMPASS, CP2756'100 FT CLOTH TAPE AND CAROMETER, MEASURING FROM THE DESCRIBED CP2756'POINTS IN DESCRIPTION SHEET. CP2756 CP2756 STATION RECOVERY (1970) CP2756 CP2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) CP2756'THE STATION WAS VISITED 6-2-70 AND THE STATION MARK REFERENCE CP2756'MARKS NO. 1 AND NO. 2 WERE ALL FOUND IN GOOD CONDITION. THE CP2756'AZIMUTH MARK WAS DESTROYED DUE TO ROAD CONSTRUCTION. THE CP2756'1959 DESCRIPTION IS ADEQUATE TO FIND THE STATION. CP2756 CP2756 STATION RECOVERY (1972) CP2756 CP2756'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1972 (PGT) CP2756'VILLA 1958-GOOD CP2756' CP2756'VILLA NO 1 1958-GOOD CP2756' CP2756'VILLA NO 2 1958-GOOD CP2756' CP2756'VILLA 1958 (AZ)-NOT RECOVERED--PROPERTY OWNER STATED THAT AZ MK CP2756'LOST WHEN LAND LEVELED FOR A SUBDIVISION. CP2756 CP2756 STATION RECOVERY (1978) CP2756 CP2756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) CP2756'STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN CP2756'GOOD CONDITION. THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED CP2756'DESTROYED. A NEW LOCATION FOR NEW AZIMUTH MARK COULD NOT BE FOUND AT CP2756'THIS TIME. THE 1958 DESCRIPTION FOR RECOVERY OF THE STATION AND CP2756'REFERENCE MARKS IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS, THE CP2756'BOARD GATE AND GATE POST ARE GONE, STATION MARK AND REFERENCE MARK CP2756'NO. 2 ARE 1 FOOT WEST OF METAL WITNESS POST AND SIGNS. A NEW TO CP2756'REACH DESCRIPTION FOLLOWS-- CP2756' CP2756'TO REACH FROM JUNCTION OF INTERSTATE HWY. 20 AND U.S. HWY. 61 ABOUT CP2756'3 MILES EAST OF VICKSBURG, GO NORTH ON HWY. 61 FOR 1.4 MILES TO PAVED CP2756'SIDE ROAD ON RIGHT, TURN RIGHT, ON SIDE ROAD FOR 0.1 MILE TO T-ROAD, CP2756'TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.55 MILE TO CULKIN ACADEMY CP2756'SCHOOL ON RIGHT, CONTINUE AHEAD ON OAK RIDGE ROAD FOR 0.85 MILE TO CP2756'FORK, TAKE LEFT FORK FOR 3.3 MILES TO GRAVEL ROAD AND STATION. CP2756 CP2756 STATION RECOVERY (1981) CP2756 CP2756'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1981 (RB) CP2756'RECOVERED IN GOOD CONDITION. CP2756 CP2756 STATION RECOVERY (1982) CP2756 CP2756'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1982 (RB) CP2756'RECOVERED IN GOOD CONDITION. CP2756 CP2756 STATION RECOVERY (2005) CP2756 CP2756'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP2756'ONLY VILLA 1958 WAS FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3448 *********************************************************************** CP3448 DESIGNATION - W 360 CP3448 PID - CP3448 CP3448 STATE/COUNTY- MS/WARREN CP3448 USGS QUAD - REDWOOD (1962) CP3448 CP3448 *CURRENT SURVEY CONTROL CP3448 ___________________________________________________________________ CP3448* NAD 83(1986)- 32 25 38. (N) 090 49 25. (W) SCALED CP3448* NAVD 88 - 36.042 (meters) 118.25 (feet) ADJUSTED CP3448 ___________________________________________________________________ CP3448 GEOID HEIGHT- -26.58 (meters) GEOID03 CP3448 DYNAMIC HT - 36.000 (meters) 118.11 (feet) COMP CP3448 MODELED GRAV- 979,494.6 (mgal) NAVD 88 CP3448 CP3448 VERT ORDER - FIRST CLASS II CP3448 CP3448.The horizontal coordinates were scaled from a topographic map and have CP3448.an estimated accuracy of +/- 6 seconds. CP3448 CP3448.The orthometric height was determined by differential leveling CP3448.and adjusted by the National Geodetic Survey in July 1994. CP3448 CP3448.The geoid height was determined by GEOID03. CP3448 CP3448.The dynamic height is computed by dividing the NAVD 88 CP3448.geopotential number by the normal gravity value computed on the CP3448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3448.degrees latitude (g = 980.6199 gals.). CP3448 CP3448.The modeled gravity was interpolated from observed gravity values. CP3448 CP3448; North East Units Estimated Accuracy CP3448;SPC MS W - 324,630. 653,890. MT (+/- 180 meters Scaled) CP3448 CP3448 SUPERSEDED SURVEY CONTROL CP3448 CP3448.No superseded survey control is available for this station. CP3448 CP3448_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR046898(NAD 83) CP3448_MARKER: F = FLANGE-ENCASED ROD CP3448_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) CP3448_SP_SET: STAINLESS STEEL ROD IN SLEEVE CP3448_STAMPING: W 360 1991 CP3448_MARK LOGO: NGS CP3448_PROJECTION: FLUSH CP3448_MAGNETIC: N = NO MAGNETIC MATERIAL CP3448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3448+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1999 CP3448_ROD/PIPE-DEPTH: 15.4 meters CP3448_SLEEVE-DEPTH : 0.9 meters CP3448 CP3448 HISTORY - Date Condition Report By CP3448 HISTORY - 1991 MONUMENTED NGS CP3448 HISTORY - 19991029 GOOD NGS CP3448 HISTORY - 20050319 GOOD USPSQD CP3448 CP3448 STATION DESCRIPTION CP3448 CP3448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 CP3448'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP3448'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP3448'(CLAY STREET) IN VICKSBURG, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG CP3448'U.S. HIGHWAY 61, 26.0 M (85.3 FT) EAST OF THE CENTERLINE OF THE CP3448'NORTHBOUND LANES OF THE HIGHWAY, 11.3 M (37.1 FT) NORTH-NORTHWEST OF CP3448'AN UNDERGROUND CABLE JUNCTION BOX, 8.1 M (26.6 FT) WEST OF THE CP3448'CENTERLINE OF A PAVED ROAD, 0.9 M (3.0 FT) NORTH-NORTHEAST OF A CP3448'UTILITY POLE WITH 2 BUY CABLES, AND 0.3 METERS (1.0 FT) WEST OF A CP3448'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH CP3448'LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CP3448'CLASS A MARK. CP3448 CP3448 STATION RECOVERY (1999) CP3448 CP3448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 CP3448'STATION IS LOCATED ABOUT 12 KM (7.45 MI) NORTH OF VICKSBURG, MS, ALONG CP3448'HWY 61. IT IS JUST NORTH OF HTE FORK INTERSECTION WHERE OLD RTE 61 CP3448'JOINS THE NEWLY CONSTRUCTED 4-LANE HWY 61. TO REACH STATION FROM EXIT CP3448'5 (ROLLING FORK EXIT) OF I-20 (EAST OF VICKSBURG) , DRIVE NORTH ON HWY CP3448'61 FOR 8.7 KM (5.40 MI) JUST PAST THE FORK INTERSECTION WITH BUSINESS CP3448'61 TO A SERVICE STATION AND THE MARK ON THE RIGHT, EAST, SIDE OF THE CP3448'HIGHWAY, NORTH OF THE GAS STATION. TURN IN AT THE GAS STATION AND CP3448'PROCEED NORTH ON THE DIRT DRIVEWAY LEAVING THE NORTH SIDE OF ITS LOT CP3448'TOWARD A WOODEN UTILITY POLE AND THE MARK ON THE RIGHT. THE MARK IS CP3448'11.3 M (37.1 FT) NNW OF AN UNDERGROUND CABLE JUNCTION BOX, 8.1 M (26.6 CP3448'FT) WEST OF THE CENTER OF A PAVED ROAD, AND 1.8 M (5.9 FT) NNE OF A CP3448'LARGE UTILITY POLE WITH 3 GUY CABLES. THE CUT-OFF STUMP OF THE POLE CP3448'CITED IN THE 1991 DESCRIPTION IS ALSO VISIBLE. ACCESS TO THE DATUM CP3448'POINT IS THROUGH THE LOGO CAP. CP3448 CP3448 STATION RECOVERY (2005) CP3448 CP3448'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP3448'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0542 *********************************************************************** CP0542 DESIGNATION - W 59 CP0542 PID - CP0542 CP0542 STATE/COUNTY- MS/WARREN CP0542 USGS QUAD - VICKSBURG EAST (1962) CP0542 CP0542 *CURRENT SURVEY CONTROL CP0542 ___________________________________________________________________ CP0542* NAD 83(1986)- 32 19 47. (N) 090 48 47. (W) SCALED CP0542* NAVD 88 - 77.092 (meters) 252.93 (feet) ADJUSTED CP0542 ___________________________________________________________________ CP0542 GEOID HEIGHT- -26.54 (meters) GEOID03 CP0542 DYNAMIC HT - 77.003 (meters) 252.63 (feet) COMP CP0542 MODELED GRAV- 979,477.8 (mgal) NAVD 88 CP0542 CP0542 VERT ORDER - FIRST CLASS I CP0542 CP0542.The horizontal coordinates were scaled from a topographic map and have CP0542.an estimated accuracy of +/- 6 seconds. CP0542 CP0542.The orthometric height was determined by differential leveling CP0542.and adjusted by the National Geodetic Survey in June 1991. CP0542 CP0542.The geoid height was determined by GEOID03. CP0542 CP0542.The dynamic height is computed by dividing the NAVD 88 CP0542.geopotential number by the normal gravity value computed on the CP0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0542.degrees latitude (g = 980.6199 gals.). CP0542 CP0542.The modeled gravity was interpolated from observed gravity values. CP0542 CP0542; North East Units Estimated Accuracy CP0542;SPC MS W - 313,810. 654,840. MT (+/- 180 meters Scaled) CP0542 CP0542 SUPERSEDED SURVEY CONTROL CP0542 CP0542 NGVD 29 (??/??/??) 77.125 (m) 253.03 (f) ADJUSTED 1 1 CP0542 CP0542.Superseded values are not recommended for survey control. CP0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0542.See file dsdata.txt to determine how the superseded data were derived. CP0542 CP0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR058790(NAD 83) CP0542_MARKER: DB = BENCH MARK DISK CP0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP0542_SP_SET: CONCRETE POST CP0542_STAMPING: W 59 1935 CP0542_MARK LOGO: CGS CP0542_MAGNETIC: N = NO MAGNETIC MATERIAL CP0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0542+STABILITY: SURFACE MOTION CP0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0542+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992 CP0542 CP0542 HISTORY - Date Condition Report By CP0542 HISTORY - 1935 MONUMENTED CGS CP0542 HISTORY - 1973 GOOD NGS CP0542 HISTORY - 19920204 GOOD NGS CP0542 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0542 CP0542 STATION DESCRIPTION CP0542 CP0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0542'4.85 MI SE FROM VICKSBURG. CP0542'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0542'COURTHOUSE AT VICKSBURG, THENCE 4.45 MILES SOUTHEAST ALONG THE CP0542'ILLINOIS CENTRAL RAILROAD, ABOUT 0.3 MILE NORTHEAST OF A PAVED ROAD CP0542'AND OVERPASS, 9 1/2-RAILS SOUTHWEST OF MILEPOST 135, 17.5 FEET CP0542'NORTHWEST OF THE NORTHWEST RAIL, 2 FEET SOUTHEAST OF A FENCE, 1 FOOT CP0542'SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF CP0542'THE RAILS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. SEC CP0542'30, T 16N, R 4E. CP0542 CP0542 STATION RECOVERY (1992) CP0542 CP0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0542'0.3 KM (0.20 MI) SOUTHERLY ALONG CHERRY STREET FROM THE COURTHOUSE IN CP0542'VICKSBURG, THENCE 4.8 KM (3.00 MI) ESTERLY ALONG U.S. HIGHWAY 80 CP0542'(CLAY STREET), THENCE 2.3 KM (1.40 MI) SOUTHEASTERLY ALONG STATE CP0542'HIGHWAY 27, THENCE 0.6 KM (0.35 MI) SOUTHEASTERLY ALONG THE ILLINOIS CP0542'CENTRAL RAILROAD, 42.0 M (137.8 FT) WEST OF THE WEST CORNER OF A CP0542'HOUSE (ABANDONED), 37.3 M (122.4 FT) WEST OF A 36-INCH WALNUT TREE, CP0542'20.9 M (68.6 FT) NORTH OF THE NORTH CORNER OF A SHED, 5.2 M CP0542'(17.1 FT) NORTHWEST OF THE NEAR RAIL OF THE ILLINOIS CENTRAL CP0542'RAILROAD, 0.9 M (3.0 FT) SOUTHEAST OF A FENCE, 0.6 M (2.0 FT) BELOW CP0542'THE LEVEL OF THE TRACK, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, CP0542'AND THE MONUMENT IS RECESSED 0.3 BELOW THE GROUND SURFACE. CP0542 CP0542 STATION RECOVERY (2005) CP0542 CP0542'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0542'MARKER MAY STILL EXIST. LOCATION IS NOW UNDER TWO LARGE PILES OF CP0542'ROCKS THAT ARE THREE FOOT HIGH. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0841 *********************************************************************** CP0841 DESIGNATION - X 241 CP0841 PID - CP0841 CP0841 STATE/COUNTY- MS/WARREN CP0841 USGS QUAD - REDWOOD (1962) CP0841 CP0841 *CURRENT SURVEY CONTROL CP0841 ___________________________________________________________________ CP0841* NAD 83(1986)- 32 27 36. (N) 090 51 13. (W) SCALED CP0841* NAVD 88 - 28.471 (meters) 93.41 (feet) ADJUSTED CP0841 ___________________________________________________________________ CP0841 GEOID HEIGHT- -26.59 (meters) GEOID03 CP0841 DYNAMIC HT - 28.438 (meters) 93.30 (feet) COMP CP0841 MODELED GRAV- 979,501.6 (mgal) NAVD 88 CP0841 CP0841 VERT ORDER - FIRST CLASS I CP0841 CP0841.The horizontal coordinates were scaled from a topographic map and have CP0841.an estimated accuracy of +/- 6 seconds. CP0841 CP0841.The orthometric height was determined by differential leveling CP0841.and adjusted by the National Geodetic Survey in June 1991. CP0841 CP0841.The geoid height was determined by GEOID03. CP0841 CP0841.The dynamic height is computed by dividing the NAVD 88 CP0841.geopotential number by the normal gravity value computed on the CP0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0841.degrees latitude (g = 980.6199 gals.). CP0841 CP0841.The modeled gravity was interpolated from observed gravity values. CP0841 CP0841; North East Units Estimated Accuracy CP0841;SPC MS W - 328,280. 651,090. MT (+/- 180 meters Scaled) CP0841 CP0841 SUPERSEDED SURVEY CONTROL CP0841 CP0841 NGVD 29 (??/??/92) 28.54 (m) 93.6 (f) COMPUTED 1 1 CP0841 CP0841.Superseded values are not recommended for survey control. CP0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0841.See file dsdata.txt to determine how the superseded data were derived. CP0841 CP0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR017934(NAD 83) CP0841_MARKER: DB = BENCH MARK DISK CP0841_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0841+WITH SETTING: INTO GROUND CP0841_STAMPING: X 241 1974 CP0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0841+STABILITY: SURFACE MOTION CP0841 CP0841 HISTORY - Date Condition Report By CP0841 HISTORY - 1974 MONUMENTED NGS CP0841 HISTORY - 20050319 MARK NOT FOUND USPSQD CP0841 CP0841 STATION DESCRIPTION CP0841 CP0841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 CP0841'5.65 MI SW FROM REDWOOD. CP0841'ABOUT 1.50 MILES NORTH ALONG U.S. HIGHWAY 61 FROM THE JUNCTION OF CP0841'STATE HIGHWAY 3 AT REDWOOD, THENCE 4.15 MILES SOUTHWEST ALONG STATE CP0841'HIGHWAY 465, ABOUT 0.05 MILES SOUTHWEST OF A DRIVE LEADING TO A FRAME CP0841'HOUSE, 66.6 FEET NORTHWEST OF CENTER LINE OF THE HIGHWAY, 18.0 FEET CP0841'SOUTHWEST OF A 36-INCH PECAN TREE, 0.9 FOOT NORTHEAST OF A METAL CP0841'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND ON THE CP0841'TOP OF A 4-FOOT COPPER COATED ROD THAT IS ATTACHED TO A METAL BASE CP0841'PLATE, THE DISK IS 0.4 FOOT BELOW THE SURFACE OF THE GROUND AND CP0841'ENCASED IN A 4-INCH PLASTIC PIPE WHICH PROJECTS 0.1 FOOT. SECTION 18, CP0841'T 17N, R 4E. CP0841 CP0841 STATION RECOVERY (2005) CP0841 CP0841'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP0841'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3447 *********************************************************************** CP3447 DESIGNATION - X 360 CP3447 PID - CP3447 CP3447 STATE/COUNTY- MS/WARREN CP3447 USGS QUAD - REDWOOD (1962) CP3447 CP3447 *CURRENT SURVEY CONTROL CP3447 ___________________________________________________________________ CP3447* NAD 83(1986)- 32 26 45. (N) 090 49 07. (W) SCALED CP3447* NAVD 88 - 34.635 (meters) 113.63 (feet) ADJUSTED CP3447 ___________________________________________________________________ CP3447 GEOID HEIGHT- -26.58 (meters) GEOID03 CP3447 DYNAMIC HT - 34.596 (meters) 113.50 (feet) COMP CP3447 MODELED GRAV- 979,496.2 (mgal) NAVD 88 CP3447 CP3447 VERT ORDER - FIRST CLASS II CP3447 CP3447.The horizontal coordinates were scaled from a topographic map and have CP3447.an estimated accuracy of +/- 6 seconds. CP3447 CP3447.The orthometric height was determined by differential leveling CP3447.and adjusted by the National Geodetic Survey in July 1994. CP3447 CP3447.The geoid height was determined by GEOID03. CP3447 CP3447.The dynamic height is computed by dividing the NAVD 88 CP3447.geopotential number by the normal gravity value computed on the CP3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3447.degrees latitude (g = 980.6199 gals.). CP3447 CP3447.The modeled gravity was interpolated from observed gravity values. CP3447 CP3447; North East Units Estimated Accuracy CP3447;SPC MS W - 326,690. 654,370. MT (+/- 180 meters Scaled) CP3447 CP3447 SUPERSEDED SURVEY CONTROL CP3447 CP3447.No superseded survey control is available for this station. CP3447 CP3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR050919(NAD 83) CP3447_MARKER: I = METAL ROD CP3447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) CP3447_SP_SET: STAINLESS STEEL ROD CP3447_STAMPING: X 360 1991 CP3447_MARK LOGO: NGS CP3447_PROJECTION: FLUSH CP3447_MAGNETIC: I = MARKER IS A STEEL ROD CP3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3447+SATELLITE: SATELLITE OBSERVATIONS - 1991 CP3447_ROD/PIPE-DEPTH: 19.2 meters CP3447 CP3447 HISTORY - Date Condition Report By CP3447 HISTORY - 1991 MONUMENTED NGS CP3447 HISTORY - 20050319 MARK NOT FOUND USPSQD CP3447 CP3447 STATION DESCRIPTION CP3447 CP3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 CP3447'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP3447'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP3447'(CLAY STREET) IN VICKSBURG, THENCE 2.3 KM (1.40 MI) NORTHERLY ALONG CP3447'U.S. HIGHWAY 61, 89.5 M (293.6 FT) SOUTH OF THE CENTER OF A GRAVELED CP3447'ROAD, 13.5 M (44.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES CP3447'OF THE HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, 0.8 M CP3447'(2.6 FT) NORTH OF A UTILITY POLE, AND 0.3 M (1.0 FT) SOUTH OF A CP3447'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH CP3447'LOGO CAP. CP3447 CP3447 STATION RECOVERY (2005) CP3447 CP3447'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP3447'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3446 *********************************************************************** CP3446 DESIGNATION - Y 360 CP3446 PID - CP3446 CP3446 STATE/COUNTY- MS/WARREN CP3446 USGS QUAD - REDWOOD (1962) CP3446 CP3446 *CURRENT SURVEY CONTROL CP3446 ___________________________________________________________________ CP3446* NAD 83(1986)- 32 29 04. (N) 090 48 21. (W) SCALED CP3446* NAVD 88 - 32.465 (meters) 106.51 (feet) ADJUSTED CP3446 ___________________________________________________________________ CP3446 GEOID HEIGHT- -26.58 (meters) GEOID03 CP3446 DYNAMIC HT - 32.427 (meters) 106.39 (feet) COMP CP3446 MODELED GRAV- 979,499.0 (mgal) NAVD 88 CP3446 CP3446 VERT ORDER - FIRST CLASS II CP3446 CP3446.The horizontal coordinates were scaled from a topographic map and have CP3446.an estimated accuracy of +/- 6 seconds. CP3446 CP3446.The orthometric height was determined by differential leveling CP3446.and adjusted by the National Geodetic Survey in July 1994. CP3446 CP3446.The geoid height was determined by GEOID03. CP3446 CP3446.The dynamic height is computed by dividing the NAVD 88 CP3446.geopotential number by the normal gravity value computed on the CP3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3446.degrees latitude (g = 980.6199 gals.). CP3446 CP3446.The modeled gravity was interpolated from observed gravity values. CP3446 CP3446; North East Units Estimated Accuracy CP3446;SPC MS W - 330,970. 655,590. MT (+/- 180 meters Scaled) CP3446 CP3446 SUPERSEDED SURVEY CONTROL CP3446 CP3446.No superseded survey control is available for this station. CP3446 CP3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR061962(NAD 83) CP3446_MARKER: DV = VERTICAL CONTROL DISK CP3446_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS CP3446_SP_SET: PIER CP3446_STAMPING: Y 360 1991 CP3446_MARK LOGO: NGS CP3446_MAGNETIC: N = NO MAGNETIC MATERIAL CP3446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD CP3446+STABILITY: POSITION/ELEVATION WELL CP3446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3446+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP3446 CP3446 HISTORY - Date Condition Report By CP3446 HISTORY - 1991 MONUMENTED NGS CP3446 HISTORY - 20050319 GOOD USPSQD CP3446 CP3446 STATION DESCRIPTION CP3446 CP3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 CP3446'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP3446'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP3446'(CLAY STREET) IN VICKSBURG, THENCE 6.8 KM (4.20 MI) NORTHERLY ALONG CP3446'U.S. HIGHWAY 61, SET VERTICALLY IN THE WEST FACE OF THE MOST CP3446'NORTHERLY CONCRETE COLUMN OF THE FIRST PIER WEST OF THE EAST ABUTMENT CP3446'OF THE STATE HIGHWAY 3 OVERPASS OF THE U.S. HIGHWAY, 12.5 M CP3446'(41.0 FT) EAST OF THE OF THE CENTER OF THE NORTHBOUND LANES OF THE CP3446'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. CP3446 CP3446 STATION RECOVERY (2005) CP3446 CP3446'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP3446'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP3445 *********************************************************************** CP3445 DESIGNATION - Z 360 CP3445 PID - CP3445 CP3445 STATE/COUNTY- MS/WARREN CP3445 USGS QUAD - REDWOOD (1962) CP3445 CP3445 *CURRENT SURVEY CONTROL CP3445 ___________________________________________________________________ CP3445* NAD 83(1986)- 32 29 21. (N) 090 48 31. (W) SCALED CP3445* NAVD 88 - 38.441 (meters) 126.12 (feet) ADJUSTED CP3445 ___________________________________________________________________ CP3445 GEOID HEIGHT- -26.59 (meters) GEOID03 CP3445 DYNAMIC HT - 38.397 (meters) 125.97 (feet) COMP CP3445 MODELED GRAV- 979,499.8 (mgal) NAVD 88 CP3445 CP3445 VERT ORDER - FIRST CLASS II CP3445 CP3445.The horizontal coordinates were scaled from a topographic map and have CP3445.an estimated accuracy of +/- 6 seconds. CP3445 CP3445.The orthometric height was determined by differential leveling CP3445.and adjusted by the National Geodetic Survey in July 1994. CP3445 CP3445.The geoid height was determined by GEOID03. CP3445 CP3445.The dynamic height is computed by dividing the NAVD 88 CP3445.geopotential number by the normal gravity value computed on the CP3445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3445.degrees latitude (g = 980.6199 gals.). CP3445 CP3445.The modeled gravity was interpolated from observed gravity values. CP3445 CP3445; North East Units Estimated Accuracy CP3445;SPC MS W - 331,490. 655,330. MT (+/- 180 meters Scaled) CP3445 CP3445 SUPERSEDED SURVEY CONTROL CP3445 CP3445.No superseded survey control is available for this station. CP3445 CP3445_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SYR059967(NAD 83) CP3445_MARKER: DV = VERTICAL CONTROL DISK CP3445_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE CP3445_SP_SET: ABUTMENT CP3445_STAMPING: Z 360 1991 CP3445_MARK LOGO: NGS CP3445_MAGNETIC: N = NO MAGNETIC MATERIAL CP3445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3445_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3445+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2005 CP3445 CP3445 HISTORY - Date Condition Report By CP3445 HISTORY - 1991 MONUMENTED NGS CP3445 HISTORY - 20050319 GOOD USPSQD CP3445 CP3445 STATION DESCRIPTION CP3445 CP3445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 CP3445'10.4 KM (6.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP3445'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP3445'(CLAY STREET) IN VICKSBURG, THENCE 7.4 KM (4.60 MI) NORTHERLY ALONG CP3445'U.S. HIGHWAY 61, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST END OF CP3445'THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE YAZOO CP3445'RIVER, 4.8 M (15.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 CP3445'M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY. CP3445 CP3445 STATION RECOVERY (2005) CP3445 CP3445'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAL) CP3445'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 CP0553 *********************************************************************** CP0553 DESIGNATION - Z 59 CP0553 PID - CP0553 CP0553 STATE/COUNTY- MS/WARREN CP0553 USGS QUAD - VICKSBURG WEST (1962) CP0553 CP0553 *CURRENT SURVEY CONTROL CP0553 ___________________________________________________________________ CP0553* NAD 83(1986)- 32 20 40. (N) 090 53 02. (W) SCALED CP0553* NAVD 88 - 58.875 (meters) 193.16 (feet) ADJUSTED CP0553 ___________________________________________________________________ CP0553 GEOID HEIGHT- -26.56 (meters) GEOID03 CP0553 DYNAMIC HT - 58.807 (meters) 192.94 (feet) COMP CP0553 MODELED GRAV- 979,484.4 (mgal) NAVD 88 CP0553 CP0553 VERT ORDER - FIRST CLASS I CP0553 CP0553.The horizontal coordinates were scaled from a topographic map and have CP0553.an estimated accuracy of +/- 6 seconds. CP0553 CP0553.The orthometric height was determined by differential leveling CP0553.and adjusted by the National Geodetic Survey in June 1991. CP0553 CP0553.The geoid height was determined by GEOID03. CP0553 CP0553.The dynamic height is computed by dividing the NAVD 88 CP0553.geopotential number by the normal gravity value computed on the CP0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0553.degrees latitude (g = 980.6199 gals.). CP0553 CP0553.The modeled gravity was interpolated from observed gravity values. CP0553 CP0553; North East Units Estimated Accuracy CP0553;SPC MS W - 315,480. 648,170. MT (+/- 180 meters Scaled) CP0553 CP0553 SUPERSEDED SURVEY CONTROL CP0553 CP0553 NGVD 29 (??/??/??) 58.906 (m) 193.26 (f) ADJUSTED 1 1 CP0553 CP0553.Superseded values are not recommended for survey control. CP0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0553.See file dsdata.txt to determine how the superseded data were derived. CP0553 CP0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR991805(NAD 83) CP0553_MARKER: DB = BENCH MARK DISK CP0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE CP0553_SP_SET: WINGWALL STEP CP0553_STAMPING: Z 59 1935 CP0553_MARK LOGO: CGS CP0553_MAGNETIC: N = NO MAGNETIC MATERIAL CP0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0553+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000 CP0553 CP0553 HISTORY - Date Condition Report By CP0553 HISTORY - 1935 MONUMENTED CGS CP0553 HISTORY - 1973 GOOD NGS CP0553 HISTORY - 1979 GOOD NGS CP0553 HISTORY - 19920203 GOOD NGS CP0553 HISTORY - 19960319 GOOD NGS CP0553 HISTORY - 20000215 GOOD MSHD CP0553 HISTORY - 20050319 POOR USPSQD CP0553 CP0553 STATION DESCRIPTION CP0553 CP0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0553'0.65 MI SW FROM VICKSBURG. CP0553'ABOUT 0.4 MILE SOUTH ALONG MONROE STREET FROM THE POST OFFICE AND CP0553'COURTHOUSE AT VICKSBURG, THENCE 0.25 MILE WEST ALONG THE ILLINOIS CP0553'CENTRAL RAILROAD AT WASHINGTON STREET UNDERPASS (RAILROAD TUNNEL CP0553'ENTRANCE), 21 1/2 FEET NORTH OF THE NORTH RAIL, 20 1/2 FEET EAST OF A CP0553'FENCE CORNER POST, SET IN THE TOP OF THE BOTTOM CONCRETE STEP OF THE CP0553'NORTHWEST WING WALL AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK. SEC CP0553'22, T 16N, R 3E. CP0553 CP0553 STATION RECOVERY (1979) CP0553 CP0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 CP0553'RECOVERED IN GOOD CONDITION. CP0553 CP0553 STATION RECOVERY (1992) CP0553 CP0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0553'IN VICKSBURG, AT THE INTERSECTION OF WASHINGTON AND DEPOT STREETS, IN CP0553'THE BOTTOM CONCRETE STEP AT THE NORTHWEST RETAINING WALL OF THE CP0553'WASHINGTON STREET OVERPASS OF THE ILLINOIS CENTRAL RAILROAD, 95.1 M CP0553'(312.0 FT) SOUTHWEST OF THE CENTER OF DEPOT STREET, 23.6 M (77.4 FT) CP0553'NORTHWEST OF THE CENTERLINE OF WASHINGTON STREET, 12.2 M (40.0 FT) CP0553'BELOW THE LEVEL OF WASHINGTON STREET, 6.6 M (21.7 FT) NORTH OF THE CP0553'NEAR RAIL, AND 0.3 M (1.0 FT) NORTH OF THE NORTHEAST EDGE OF THE CP0553'STEP. CP0553 CP0553 STATION RECOVERY (1996) CP0553 CP0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS) CP0553'IN VICKSBURG, AT THE INTERSECTION OF WASHINGTON STREET AND THE NORFOLK CP0553'SOUTHERN RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE CP0553'SOUTHWEST END OF THE NORTHWEST BOTTOM TERRACE OF THE RAILROAD TUNNEL CP0553'UNDERPASS OF THE STREET, 95.1 M (312.0 FT) EAST OF THE CENTERLINE OF CP0553'DEPOT STREET, 23.6 M (77.4 FT) WEST OF THE CENTER OF WASHINGTON CP0553'STREET, 6.6 M (21.7 FT) NORTHWEST OF THE NEAR RAIL, AND 1.0 M (3.3 FT) CP0553'ABOVE THE LEVEL OF THE TRACK. CP0553 CP0553 STATION RECOVERY (2000) CP0553 CP0553'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000 CP0553'RECOVERED IN GOOD CONDITION. CP0553 CP0553 STATION RECOVERY (2005) CP0553 CP0553'RECOVERY NOTE BY US POWER SQUADRON 2005 (JWC) CP0553'MARK IS LOCATED ON A 1FT BY 4FT CONCRETE SLAB ON THE SIDEWALL OF A CP0553'TUNNEL. THE SLAB HAS BEEN SHAKEN LOOSE AND IS NOW TILTED.