1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3317 *********************************************************************** CP3317 DESIGNATION - C 206 RESET CP3317 PID - CP3317 CP3317 STATE/COUNTY- MS/RANKIN CP3317 USGS QUAD - JACKSON SE (1988) CP3317 CP3317 *CURRENT SURVEY CONTROL CP3317 ___________________________________________________________________ CP3317* NAD 83(1986)- 32 17 05. (N) 090 04 30. (W) SCALED CP3317* NAVD 88 - 104.64 (+/-2cm) 343.3 (feet) VERTCON CP3317 ___________________________________________________________________ CP3317 GEOID HEIGHT- -26.36 (meters) GEOID99 CP3317 CP3317 VERT ORDER - THIRD (See Below) CP3317 CP3317.The horizontal coordinates were scaled from a topographic map and have CP3317.an estimated accuracy of +/- 6 seconds. CP3317 CP3317.The NAVD 88 height was computed by applying the VERTCON shift value to CP3317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3317.The vertical order pertains to the superseded datum. CP3317 CP3317.The geoid height was determined by GEOID99. CP3317 CP3317; North East Units Estimated Accuracy CP3317;SPC MS W - 308,750. 724,330. MT (+/- 180 meters Scaled) CP3317 CP3317 SUPERSEDED SURVEY CONTROL CP3317 CP3317 NGVD 29 - 104.66 (m) 343.4 (f) RESET 3 CP3317 CP3317.Superseded values are not recommended for survey control. CP3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3317.See file dsdata.txt to determine how the superseded data were derived. CP3317 CP3317_MARKER: DB = BENCH MARK DISK CP3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3317_STAMPING: C 206 RESET 1986 CP3317_MARK LOGO: NGS CP3317_MAGNETIC: N = NO MAGNETIC MATERIAL CP3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3317+STABILITY: SURFACE MOTION CP3317 CP3317 HISTORY - Date Condition Report By CP3317 HISTORY - 1986 MONUMENTED NGS CP3317 CP3317 STATION DESCRIPTION CP3317 CP3317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 CP3317'3.5 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE RANKIN COUNTY BANK AT CP3317'BRIGHT SHOPPING CENTER IN PEARL TO THE INTERSECTION OF AIRPORT ROAD CP3317'AND MARK IN THE NORTHEAST ANGLE OF INTERSECTION, 304.0 FT (92.7 M) CP3317'NORTH OF THE CENTER OF THE WEST BOUND LANES OF U.S. HIGHWAY 80, 106.3 CP3317'FT (32.4 M) EAST OF THE CENTER OF AIRPORT ROAD, 261.0 FT (79.6 M) CP3317'NORTH-NORTHEAST OF A POWER POLE FOR TRAFFIC LIGHT, 13.5 FT (4.1 M) CP3317'SOUTH OF A 10-INCH PINE TREE, MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO0884 *********************************************************************** CO0884 DESIGNATION - F 212 RESET 1972 CO0884 PID - CO0884 CO0884 STATE/COUNTY- MS/RANKIN CO0884 USGS QUAD - PELAHATCHIE (1982) CO0884 CO0884 *CURRENT SURVEY CONTROL CO0884 ___________________________________________________________________ CO0884* NAD 83(1986)- 32 18 26. (N) 089 49 40. (W) SCALED CO0884* NAVD 88 - 118.47 (meters) 388.7 (feet) RESET CO0884 ___________________________________________________________________ CO0884 GEOID HEIGHT- -26.64 (meters) GEOID99 CO0884 CO0884 VERT ORDER - THIRD CO0884 CO0884.The horizontal coordinates were scaled from a topographic map and have CO0884.an estimated accuracy of +/- 6 seconds. CO0884 CO0884.The orthometric height was computed from unverified reset data. CO0884 CO0884.The geoid height was determined by GEOID99. CO0884 CO0884; North East Units Estimated Accuracy CO0884;SPC MS W - 311,330. 747,610. MT (+/- 180 meters Scaled) CO0884 CO0884 SUPERSEDED SURVEY CONTROL CO0884 CO0884.No superseded survey control is available for this station. CO0884 CO0884_MARKER: DB = BENCH MARK DISK CO0884_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CO0884+WITH SETTING: INTO GROUND CO0884_STAMPING: F 212 RESET 1972 CO0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0884+STABILITY: SURFACE MOTION CO0884 CO0884 HISTORY - Date Condition Report By CO0884 HISTORY - 1972 MONUMENTED NGS CO0884 HISTORY - 1978 GOOD USGS CO0884 CO0884 STATION DESCRIPTION CO0884 CO0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 CO0884'1.75 MI W FROM PELAHATCHIE. CO0884'LOCATED ABOUT 1.75 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE CITY HALL CO0884'IN PELEHATCHIE, IN SEC. 6, T 5 N, R 5 E, NEAR THE CREST OF A HILL, IN CO0884'THE NORTHWEST ANGLE OF A SIDE ROAD LEADING NORTH, 56 FEET NORTH OF THE CO0884'CENTER OF U.S. HIGHWAY 80, 60 FEET EAST OF THE DRIVEWAY LEADING CO0884'SOUTHWEST TO THE PELAHATCHIE EGG CO., 28 FEET WEST OF THE CENTER OF CO0884'THE ROAD LEADING NORTH, 21.5 FEET SW OF THE SW CORNER OF THE CATTLE CO0884'GUARD ON THE ROAD LEADING NORTH, 4 FEET SOUTH OF A FENCE, 29.5 FEET CO0884'EAST OF A RIGHT-OF-WAY MARKER, 104 FEET NORTH OF A POWER POLE, 0.5 CO0884'FEET WEST OF A METAL WITNESS POST. IT IS A BENCH MARK DISK STAMPED F CO0884'212 1960 RESET 1972 CRIMPED ON THE TOP OF A 3 1/2 FOOT SECTION OF CO0884'COPPERWEL ROD FASTENED TO THE METAL PLATE AND ENCASED IN A 4-INCH CO0884'ORANGE BURG PIPE PROJECTING 2 INCHES. CO0884 CO0884 STATION RECOVERY (1978) CO0884 CO0884'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 CO0884'ABOUT 1.75 MI W ALONG U. S. HWY. 80 FROM THE CITY HALL AT CO0884'PELAHATCHIE, IN SECTION 6, T5N, R5E, ON THE CREST OF A HILL, 49 1/2 CO0884'FEET NORTH OF THE CENTER LINE OF THE HWY. AND 26 FEET WEST OF FIELD CO0884'ROAD NORTH, ABOUT 1 FOOT EAST OF METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO0886 *********************************************************************** CO0886 DESIGNATION - F 224 RESET 1977 CO0886 PID - CO0886 CO0886 STATE/COUNTY- MS/RANKIN CO0886 USGS QUAD - PELAHATCHIE (1982) CO0886 CO0886 *CURRENT SURVEY CONTROL CO0886 ___________________________________________________________________ CO0886* NAD 83(1986)- 32 18 31. (N) 089 50 44. (W) SCALED CO0886* NAVD 88 - 108.77 (+/-2cm) 356.9 (feet) VERTCON CO0886 ___________________________________________________________________ CO0886 GEOID HEIGHT- -26.63 (meters) GEOID99 CO0886 CO0886 VERT ORDER - THIRD (See Below) CO0886 CO0886.The horizontal coordinates were scaled from a topographic map and have CO0886.an estimated accuracy of +/- 6 seconds. CO0886 CO0886.The NAVD 88 height was computed by applying the VERTCON shift value to CO0886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CO0886.The vertical order pertains to the superseded datum. CO0886 CO0886.The geoid height was determined by GEOID99. CO0886 CO0886; North East Units Estimated Accuracy CO0886;SPC MS W - 311,470. 745,940. MT (+/- 180 meters Scaled) CO0886 CO0886 SUPERSEDED SURVEY CONTROL CO0886 CO0886 NGVD 29 - 108.77 (m) 356.9 (f) RESET 3 CO0886 CO0886.Superseded values are not recommended for survey control. CO0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO0886.See file dsdata.txt to determine how the superseded data were derived. CO0886 CO0886_MARKER: DB = BENCH MARK DISK CO0886_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CO0886+WITH SETTING: INTO GROUND CO0886_STAMPING: F 224 RESET 1977 CO0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO0886+STABILITY: SURFACE MOTION CO0886 CO0886 HISTORY - Date Condition Report By CO0886 HISTORY - 1977 MONUMENTED NGS CO0886 CO0886 STATION DESCRIPTION CO0886 CO0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 CO0886'2.5 MI W FROM PELAHATCHIE. CO0886'ABOUT 2.45 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE CO0886'HIGHWAY 43, AT PELAHATCHIE, 80.0 FEET WEST OF THE CENTER OF A FIELD CO0886'ROAD, 60.0 FEET NORTHWEST OF A LONE 40 INCH OAK TREE, 50.5 FEET OF THE CO0886'CENTER OF HIGHWAY, 4.2 FEET SOUTH OF A POWER POLE AND 2.0 FEET SOUTH CO0886'OF FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CO1417 *********************************************************************** CO1417 DESIGNATION - HATCH 2 CO1417 PID - CO1417 CO1417 STATE/COUNTY- MS/RANKIN CO1417 USGS QUAD - PELAHATCHIE (1982) CO1417 CO1417 *CURRENT SURVEY CONTROL CO1417 ___________________________________________________________________ CO1417* NAD 83(1993)- 32 18 55.77598(N) 089 47 20.19158(W) ADJUSTED CO1417* NAVD 88 - 118.54 (+/-2cm) 388.9 (feet) VERTCON CO1417 ___________________________________________________________________ CO1417 LAPLACE CORR- -0.94 (seconds) DEFLEC99 CO1417 GEOID HEIGHT- -26.68 (meters) GEOID99 CO1417 CO1417 HORZ ORDER - SECOND CO1417 VERT ORDER - THIRD (See Below) CO1417 CO1417.The horizontal coordinates were established by classical geodetic methods CO1417.and adjusted by the National Geodetic Survey in May 1994. CO1417 CO1417.The NAVD 88 height was computed by applying the VERTCON shift value to CO1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CO1417.The vertical order pertains to the superseded datum. CO1417 CO1417.The Laplace correction was computed from DEFLEC99 derived deflections. CO1417 CO1417.The geoid height was determined by GEOID99. CO1417 CO1417; North East Units Scale Converg. CO1417;SPC MS W - 312,262.661 751,262.084 MT 0.99998239 +0 17 27.7 CO1417;SPC MS E - 312,533.649 210,014.789 MT 1.00004982 -0 30 39.2 CO1417;UTM 16 - 3,578,824.482 237,430.779 MT 1.00045027 -1 29 30.4 CO1417 CO1417|---------------------------------------------------------------------| CO1417| PID Reference Object Distance Geod. Az | CO1417| dddmmss.s | CO1417| CO0894 HATCH RESET 57.547 METERS 01722 | CO1417| CO0895 HATCH RM 5 37.782 METERS 03149 | CO1417| AA3652 HATCH 2 RM 6 14.797 METERS 07835 | CO1417| CO1415 PELAHATCHEE MUNICIPAL TANK APPROX. 0.8 KM 2511717.9 | CO1417| CO0892 HATCH AZ MK 383.303 METERS 25132 | CO1417|---------------------------------------------------------------------| CO1417 CO1417 SUPERSEDED SURVEY CONTROL CO1417 CO1417 NAD 83(1986)- 32 18 55.78922(N) 089 47 20.18831(W) AD( ) 2 CO1417 NAD 27 - 32 18 55.26474(N) 089 47 19.91240(W) AD( ) 2 CO1417 NGVD 29 - 118.54 (m) 388.9 (f) RESET 3 CO1417 CO1417.Superseded values are not recommended for survey control. CO1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CO1417.See file dsdata.txt to determine how the superseded data were derived. CO1417 CO1417_MARKER: DS = TRIANGULATION STATION DISK CO1417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CO1417_STAMPING: HATCH 2 1978 CO1417_MARK LOGO: NGS CO1417_MAGNETIC: N = NO MAGNETIC MATERIAL CO1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CO1417+STABILITY: SURFACE MOTION CO1417 CO1417 HISTORY - Date Condition Report By CO1417 HISTORY - 1978 MONUMENTED NGS CO1417 HISTORY - 19781006 GOOD NGS CO1417 CO1417 STATION DESCRIPTION CO1417 CO1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) CO1417'THE STATION IS LOCATED 0.65 MILE EAST OF PELAHATCHIE, ON THE TOP OF CO1417'THE FIRST HILL EAST OF TOWN, ON THE WEST SIDE OF A GRAVEL ROAD LEADING CO1417'SOUTH FROM U.S. HIGHWAY 80, IN THE NORTHEAST QUARTER OF SECTION 33, CO1417'T 6N, R 5E. CO1417' CO1417'TO REACH FROM THE POST OFFICE IN PELAHATCHIE, GO EAST ON U.S. HIGHWAY CO1417'80 FOR 0.3 MILE TO CONCRETE BLOCK CHURCH AND AZIMUTH MARK ON THE LEFT, CO1417'CONTINUE EAST ON HIGHWAY 80 FOR 0.25 MILE TO A GRAVEL SIDE ROAD ON THE CO1417'RIGHT, TURN RIGHT AND GO SOUTH ON GRAVEL ROAD FOR 0.05 MILE TO STATION CO1417'ON THE RIGHT. CO1417' CO1417'STATION MARKS ARE STANDARD DISKS, STAMPED---HATCH 2 1978---SET IN CO1417'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS 257 FEET CO1417'SOUTH OF THE CENTER OF HIGHWAY 80, 84 FEET SOUTHWEST OF SOUTHWEST CO1417'CORNER OF THE SOUTHWEST CONCRETE FOOTING OF OLD WATER TANK, 37 FEET CO1417'SOUTHEAST OF THE SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING, 21.5 CO1417'FEET WEST OF THE CENTER OF GRAVEL ROAD, 3.5 FEET SOUTH OF A POWER POLE CO1417'WITH TRANSFORMER AND 1.4 FEET NORTH OF A METAL WITNESS POST AND SIGN. CO1417' CO1417'REFERENCE MARK NO.5 IS A STANDARD DISK, STAMPED--HATCH NO 5 1945 CO1417'1961---SET IN A DRILL HOLE IN THE TOP AND CENTER OF THE NORTHEAST CO1417'CONCRETE FOOTING OF A DISMANTLED WATER TANK. IT IS 171 FEET SOUTH OF CO1417'THE CENTER OF HIGHWAY 80, 123 FEET EAST OF THE NORTHEAST CORNER OF A CO1417'LARGE CONCRETE BLOCK BUILDING AND 53 FEET EAST OF THE CENTER OF GRAVEL CO1417'ROAD. NOTE--THE ARROW ON THE DISK POINTS TO THE OLD STATION MARK. CO1417' CO1417'REFERENCE MARK NO.6 IS A STANDARD DISK, STAMPED---HATCH 2 NO 6 CO1417'1978---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT CO1417'IS 255 FEET SOUTH OF HIGHWAY 80, 49 FEET WEST OF POWER POLE WITH CO1417'TRANSFORMER, 54 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF THE CO1417'SOUTHWEST CONCRETE FOOTING OF WATER TANK, 27 FEET EAST OF THE CENTER CO1417'OF GRAVEL ROAD, 2.5 FEET SOUTH OF POWERLINE BRACE POLE AND 1.5 FEET CO1417'NORTH OF A METAL WITNESS POST AND SIGN. CO1417' CO1417'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HATCH 1945---SET IN TOP CO1417'OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS NEAR THE CO1417'SOUTHEAST CORNER OF THE LAWN OF CHURCH, 114.5 FEET SOUTH SOUTHEAST OF CO1417'THE SOUTHEAST CORNER OF SMALL WING AT ENTRANCE OF CHURCH, 61 FEET WEST CO1417'OF THE CENTER OF JACKSON AVENUE, 42 FEET NORTH OF THE CENTER OF CO1417'HIGHWAY 80 AND 19 FEET WEST OF A POLE SUPPORTING A GUY WIRE. CO1417 CO1417 STATION RECOVERY (1978) CO1417 CO1417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) CO1417'ABOUT 0.6 MILE (1.0 KM) EAST ALONG US HIGHWAY 80 FROM THE POST OFFICE CO1417'IN PELAHATCHIE, THENCE SOUTH ALONG A GRAVEL ROAD FOR 0.05 MILE (0.08 CO1417'KM) TO MARK ON RIGHT, 257 FEET (78.3 M) SOUTH OF THE CENTER OF CO1417'HIGHWAY, 21.5 FEET (6.6 M) WEST OF THE CENTER OF GRAVEL ROAD, 37 FEET CO1417'(11.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF BLOCK BUILDING, 3.5 FEET CO1417'(1.1 M) SOUTH OF POWER POLE WITH TRANSFORMER AND GUY WIRE, FLUSH WITH CO1417'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 AA3652 *********************************************************************** AA3652 DESIGNATION - HATCH 2 RM 6 AA3652 PID - AA3652 AA3652 STATE/COUNTY- MS/RANKIN AA3652 USGS QUAD - PELAHATCHIE (1982) AA3652 AA3652 *CURRENT SURVEY CONTROL AA3652 ___________________________________________________________________ AA3652* NAD 83(1986)- 32 18 55. (N) 089 47 19. (W) SCALED AA3652* NAVD 88 - 118.43 (+/-2cm) 388.5 (feet) VERTCON AA3652 ___________________________________________________________________ AA3652 GEOID HEIGHT- -26.68 (meters) GEOID99 AA3652 AA3652 VERT ORDER - THIRD (See Below) AA3652 AA3652.The horizontal coordinates were scaled from a topographic map and have AA3652.an estimated accuracy of +/- 6 seconds. AA3652 AA3652.The NAVD 88 height was computed by applying the VERTCON shift value to AA3652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA3652.The vertical order pertains to the superseded datum. AA3652 AA3652.The geoid height was determined by GEOID99. AA3652 AA3652; North East Units Estimated Accuracy AA3652;SPC MS W - 312,240. 751,290. MT (+/- 180 meters Scaled) AA3652 AA3652 SUPERSEDED SURVEY CONTROL AA3652 AA3652 NGVD 29 - 118.43 (m) 388.5 (f) RESET 3 AA3652 AA3652.Superseded values are not recommended for survey control. AA3652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA3652.See file dsdata.txt to determine how the superseded data were derived. AA3652 AA3652_MARKER: DR = REFERENCE MARK DISK AA3652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA3652_STAMPING: HATCH 2 NO 6 1978 AA3652_MARK LOGO: NGS AA3652_MAGNETIC: N = NO MAGNETIC MATERIAL AA3652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA3652+STABILITY: SURFACE MOTION AA3652 AA3652 HISTORY - Date Condition Report By AA3652 HISTORY - 1978 MONUMENTED NGS AA3652 HISTORY - 19781006 GOOD NGS AA3652 AA3652 STATION DESCRIPTION AA3652 AA3652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) AA3652'ABOUT 0.6 MILE (1.0 KM) EAST ALONG US HIGHWAY 80 FROM THE POST OFFICE AA3652'IN PELAHATCHIE, THENCE SOUTH ALONG A GRAVEL ROAD FOR 0.05 MILE (0.08 AA3652'KM) TO MARK ON LEFT, 255 FEET (77.7 M) SOUTH OF HIGHWAY, 49 FEET (14.9 AA3652'M) WEST OF POWER POLE WITH TRANSFORMER, 27 FEET (8.2 M) EAST OF THE AA3652'CENTER OF A GRAVEL ROAD AND 2.5 FEET (0.8 M) SOUTH OF POWERLINE BRACE AA3652'POLE, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3318 *********************************************************************** CP3318 DESIGNATION - JAX 3 CP3318 PID - CP3318 CP3318 STATE/COUNTY- MS/RANKIN CP3318 USGS QUAD - JACKSON (1998) CP3318 CP3318 *CURRENT SURVEY CONTROL CP3318 ___________________________________________________________________ CP3318* NAD 83(1986)- 32 16 42. (N) 090 08 41. (W) SCALED CP3318* NAVD 88 - 83.590 (meters) 274.24 (feet) ADJUSTED CP3318 ___________________________________________________________________ CP3318 GEOID HEIGHT- -26.24 (meters) GEOID99 CP3318 DYNAMIC HT - 83.496 (meters) 273.94 (feet) COMP CP3318 MODELED GRAV- 979,517.5 (mgal) NAVD 88 CP3318 CP3318 VERT ORDER - SECOND CLASS II CP3318 CP3318.The horizontal coordinates were scaled from a topographic map and have CP3318.an estimated accuracy of +/- 6 seconds. CP3318 CP3318.The orthometric height was determined by differential leveling CP3318.and adjusted by the National Geodetic Survey in May 1996. CP3318 CP3318.The geoid height was determined by GEOID99. CP3318 CP3318.The dynamic height is computed by dividing the NAVD 88 CP3318.geopotential number by the normal gravity value computed on the CP3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP3318.degrees latitude (g = 980.6199 gals.). CP3318 CP3318.The modeled gravity was interpolated from observed gravity values. CP3318 CP3318; North East Units Estimated Accuracy CP3318;SPC MS W - 308,030. 717,770. MT (+/- 180 meters Scaled) CP3318 CP3318 SUPERSEDED SURVEY CONTROL CP3318 CP3318 NGVD 29 - 83.60 (m) 274.3 (f) RESET 3 CP3318 CP3318.Superseded values are not recommended for survey control. CP3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3318.See file dsdata.txt to determine how the superseded data were derived. CP3318 CP3318_MARKER: DS = TRIANGULATION STATION DISK CP3318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3318_STAMPING: JAX 3 1984 CP3318_MARK LOGO: NGS CP3318_PROJECTION: FLUSH CP3318_MAGNETIC: N = NO MAGNETIC MATERIAL CP3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3318+STABILITY: SURFACE MOTION CP3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR CP3318+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2002 CP3318 CP3318 HISTORY - Date Condition Report By CP3318 HISTORY - 1984 MONUMENTED NGS CP3318 HISTORY - 19840819 GOOD NGS CP3318 HISTORY - 1987 GOOD MSU CP3318 HISTORY - 19910819 GOOD MSHD CP3318 HISTORY - 20000626 GOOD LOCSUR CP3318 HISTORY - 20020528 GOOD MSHD CP3318 CP3318 STATION DESCRIPTION CP3318 CP3318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 CP3318'0.45 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE CP3318'HIGHWAY 468 TO MARK ON THE LEFT, IN THE EAST ONE OF TWO TRIANGULAR CP3318'PLOTS OF GROUND FORMED BY ROADS, 148.5 FT (45.3 M) NORTHWEST OF A CP3318'POWER POLE, 122.6 FT (37.4 M) EAST-NORTHEAST OF A POWER POLE, 78.0 FT CP3318'(23.8 M) NORTH OF OVERHEAD POWER LINES, 44.5 FT (13.6 M) EAST OF THE CP3318'CENTER OF OLD BRANDON ROAD, 41.5 FT (12.6 M) SOUTH OF THE CENTER OF CP3318'THE EAST BOUND LANES OF HIGHWAY 80, MARK IS FLUSH WITH THE GROUND. CP3318 CP3318 STATION RECOVERY (1984) CP3318 CP3318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) CP3318'THE STATION IS LOCATED IN PEARL, 1.0 MI (1.6 KM) EAST OF THE JUNCTION CP3318'OF US HIGHWAYS 80 AND 49, ON THE RIGHT-OF-WAY OF HIGHWAY 80, AT THE CP3318'JUNCTION OF OLD BRANDON ROAD, IN THE NORTHEAST QUARTER OF SECTION 13, CP3318'T 5N, R 1E. TO REACH FROM THE RANKIN COUNTY BANK, IN PEARL GO WEST ON CP3318'US HIGHWAY 80 FOR 0.45 MI (0.72 KM) TO THE JUNCTION OF STATE HIGHWAY CP3318'468 ON THE LEFT, CONTINUE WEST ON HIGHWAY 80 FOR 0.45 MI (0.72 KM) TO CP3318'THE JUNCTION OF OLD BRANDON ROAD AND STATION ON THE LEFT. CP3318'STATION IS A STANDARD DISK STAMPED--JAX 3 1984--, SET IN TOP OF A CP3318'ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 45.26 M (148.49 FT) CP3318'NORTHWEST OF A POWER POLE, 37.37 M (122.60 FT) EAST NORTHEAST OF A CP3318'POWER POLE, 23.77 M (77.99 FT) NORTH OF OVERHEAD POWER LINES, 13.56 M CP3318'(44.49 FT) EAST OF THE CENTER OF OLD BRANDON ROAD, 12.65 M (41.50 FT) CP3318'SOUTH OF THE CENTER OF EASTBOUND LANES ON HIGHWAY 80 AND 0.61 M (2.00 CP3318'FT) WEST AND EAST OF TWO FIBERGLASS WITNESS POSTS. REFERENCE MARK NO CP3318'IS A STANDARD DISK STAMPED--JAX 2 NO 4 1961, SET IN TOP OF A ROUND CP3318'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 25.76 M (84.51 FT) WEST CP3318'OF THE CENTER OF OLD BRANDON ROAD, 21.34 M (70.01 FT) NORTHWEST OF A CP3318'POWER POLE, 10.36 M (33.99 FT) SOUTH OF THE EASTBOUND LANES OF HIGHWAY CP3318'80, 4.88 M (16.01 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD AND 0.30 CP3318'M (0.98 FT) EAST OF A FIBERGLASS WITNESS POST. REFERENCE MARK NO 5 IS CP3318'A STANDARD NGS DISK STAMPED -JAX 3 NO 5 1984-, SET IN TOP OF A ROUND CP3318'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 41.97 M (137.70 FT) SOUTH CP3318'OF THE CENTER OF THE EASTBOUND LANES OF HIGHWAY 80, 40.84 M (133.99 CP3318'FT) EAST SOUTHEAST OF A POWER POLE, 27.68 M (90.81 FT) WEST OF A POWER CP3318'POLE, 8.84 M (29.00 FT) EAST OF THE CENTER OF OLD BANDDON ROAD AND CP3318'0.46 M (1.51 FT) NORTH OF A FIBERGLASS WITNESS POST. AZIMUTH MARK IS CP3318'A MISSISSIPPI STATE HIGHWAY DEPARTMENT DISK STAMPED--JAX AZI 1958--, CP3318'SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT IS CP3318'52.42 M (171.98 FT) SOUTHEAST OF THE CENTER OF CHILDRE ROAD, 18.90 M CP3318'(62.01 FT) EAST SOUTHEAST OF THE CENTER OF A GRAVEL RAOD, 13.26 M CP3318'(43.50 FT) SOUTHWEST OF THE CENTER OF OLD BRANDON ROAD, 8.99 M (29.49 CP3318'FT) WEST OF A UTILITY POLE WITH A LAMP, 3.66 M (12.01 FT) SOUTHEAST OF CP3318'A 36 INCH OAK TREE, 1.82 M (5.97 FT) NORTHWEST OF A 30 INCH GUM TREE, CP3318'0.91 M (2.99 FT) NORTHEAST OF A FENCE AND 0.30 M (0.98 FT) NORTHEAST CP3318'OF A METAL WITNESS POST AND SIGN. TO REACH AZIMUTH MARK FROM THE CP3318'STATION, GO SOUTH ON OLD BRANDON ROAD FOR 0.18 MI (0.29 KM) TO MARK ON CP3318'THE RIGHT. CP3318 CP3318 STATION RECOVERY (1987) CP3318 CP3318'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1987 (KN) CP3318'RECOVERED IN GOOD CONDITION. CP3318 CP3318 STATION RECOVERY (1991) CP3318 CP3318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1991 CP3318'MARK IS LOCATED ABOUT 0.95 MI (1.53 KM) WEST OF PEARL, IN THE EAST CP3318'ONE OF TWO TRIANGULAR PLOTS OF GROUND FORMED BY ROADS, AT THE CP3318'JUNCTION OF OLD BRANDON ROAD AND U.S. HIGHWAY 80, 0.8 MI (1.3 KM) CP3318'EAST OF THE JUNCTION OF U.S. HIGHWAYS 49 AND 80, 0.45 MI (0.72 KM) CP3318'WEST OF THE JUNCTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 468 CP3318'LEADING SOUTH AND IS IN SECTION 13, T 5N, R 1E. MARK IS A STANDARD CP3318'DISK SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND, CP3318'148.5 FT (45.3 M) NORTHWEST OF A POWER POLE, 122.6 FT (37.4 M) EAST CP3318'NORTHEAST OF A POWER POLE, 78 FT (23.8 M) NORTH OF AN OVERHEAD POWER CP3318'LINE, 44.5 FT (13.6 M) EAST OF OLD BRANDON ROAD, 41.5 FT (12.6 M) CP3318'SOUTH OF THE CENTER OF THE EAST BOUND LANE OF HIGHWAY 80 AND 2 FT CP3318'(0.6 M) EAST AND WEST OF CARSONITE WITNESS POSTS. CP3318 CP3318 STATION RECOVERY (2000) CP3318 CP3318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 CP3318'RECOVERED IN GOOD CONDITION. CP3318 CP3318 STATION RECOVERY (2002) CP3318 CP3318'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002 CP3318'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3319 *********************************************************************** CP3319 DESIGNATION - JAX 3 RM 5 CP3319 PID - CP3319 CP3319 STATE/COUNTY- MS/RANKIN CP3319 USGS QUAD - JACKSON (1998) CP3319 CP3319 *CURRENT SURVEY CONTROL CP3319 ___________________________________________________________________ CP3319* NAD 83(1986)- 32 16 42. (N) 090 08 41. (W) SCALED CP3319* NAVD 88 - 82.82 (meters) 271.7 (feet) RESET CP3319 ___________________________________________________________________ CP3319 GEOID HEIGHT- -26.24 (meters) GEOID99 CP3319 CP3319 VERT ORDER - THIRD CP3319 CP3319.The horizontal coordinates were scaled from a topographic map and have CP3319.an estimated accuracy of +/- 6 seconds. CP3319 CP3319.The orthometric height was computed from unverified reset data. CP3319.No vertical observational check was made to the station. CP3319 CP3319.The geoid height was determined by GEOID99. CP3319 CP3319; North East Units Estimated Accuracy CP3319;SPC MS W - 308,030. 717,770. MT (+/- 180 meters Scaled) CP3319 CP3319 SUPERSEDED SURVEY CONTROL CP3319 CP3319 NGVD 29 - 82.84 (m) 271.8 (f) RESET 3 CP3319 CP3319.Superseded values are not recommended for survey control. CP3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3319.See file dsdata.txt to determine how the superseded data were derived. CP3319 CP3319_MARKER: DR = REFERENCE MARK DISK CP3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3319_STAMPING: JAX 3 NO 5 1984 CP3319_MARK LOGO: NGS CP3319_MAGNETIC: N = NO MAGNETIC MATERIAL CP3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP3319+STABILITY: SURFACE MOTION CP3319 CP3319 HISTORY - Date Condition Report By CP3319 HISTORY - 1984 MONUMENTED NGS CP3319 HISTORY - 20020528 MARK NOT FOUND MSHD CP3319 CP3319 STATION DESCRIPTION CP3319 CP3319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 CP3319'0.45 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF STATE CP3319'HIGHWAY 468 TO THE MARK ON THE LEFT, 137.7 FT (42.0 M) SOUTH OF THE CP3319'CENTER OF THE EAST BOUND LANES OF HIGHWAY 80, 134.0 FT (40.8 M) CP3319'EAST-SOUTHEAST OF A POWER POLE, 90.8 FT (27.7 M) WEST OF A POWER POLE CP3319'AND 29.0 FT (8.8 M) EAST OF THE CENTER OF OLD BRANDON ROAD, MARK IS CP3319'FLUSH WITH THE GROUND. CP3319 CP3319 STATION RECOVERY (2002) CP3319 CP3319'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2002 CP3319'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2326 *********************************************************************** CP2326 DESIGNATION - K 210 RESET 1979 CP2326 PID - CP2326 CP2326 STATE/COUNTY- MS/RANKIN CP2326 USGS QUAD - JACKSON (1998) CP2326 CP2326 *CURRENT SURVEY CONTROL CP2326 ___________________________________________________________________ CP2326* NAD 83(1986)- 32 16 29. (N) 090 08 11. (W) SCALED CP2326* NAVD 88 - 83.07 (+/-2cm) 272.5 (feet) VERTCON CP2326 ___________________________________________________________________ CP2326 GEOID HEIGHT- -26.26 (meters) GEOID99 CP2326 CP2326 VERT ORDER - THIRD (See Below) CP2326 CP2326.The horizontal coordinates were scaled from a topographic map and have CP2326.an estimated accuracy of +/- 6 seconds. CP2326 CP2326.The NAVD 88 height was computed by applying the VERTCON shift value to CP2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2326.The vertical order pertains to the superseded datum. CP2326 CP2326.The geoid height was determined by GEOID99. CP2326 CP2326; North East Units Estimated Accuracy CP2326;SPC MS W - 307,630. 718,550. MT (+/- 180 meters Scaled) CP2326 CP2326 SUPERSEDED SURVEY CONTROL CP2326 CP2326 NGVD 29 - 83.10 (m) 272.6 (f) RESET 3 CP2326 CP2326.Superseded values are not recommended for survey control. CP2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2326.See file dsdata.txt to determine how the superseded data were derived. CP2326 CP2326_MARKER: DB = BENCH MARK DISK CP2326_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP2326+WITH SETTING: INTO GROUND CP2326_STAMPING: K 210 RESET 1979 CP2326_PROJECTION: FLUSH CP2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2326+STABILITY: SURFACE MOTION CP2326_ROD/PIPE-DEPTH: 1.22 meters CP2326 CP2326 HISTORY - Date Condition Report By CP2326 HISTORY - 1979 MONUMENTED NGS CP2326 CP2326 STATION DESCRIPTION CP2326 CP2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 CP2326'IN PEARL. CP2326'0.6 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE POST OFFICE IN CP2326'PEARL TO THE JUNCTION OF COUNTY ROUTE 468, THENCE SOUTH ALONG COUNTY CP2326'ROUTE 468 FOR 0.35 MILE TO JUNCTION OF OLD BRANDON ROAD AND MARK ON CP2326'RIGHT, IN NORTHWEST ANGLE OF INTERSECTION, 35 FT. WEST OF THE CP2326'SOUTHBOUND LANES OF COUNTY ROUTE 468, 34 FT. NORTH OF THE CENTER OF CP2326'OLD BRANDON ROAD, 1.3 FT. NORTH OF A POWER POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP3324 *********************************************************************** CP3324 DESIGNATION - L 210 RESET CP3324 PID - CP3324 CP3324 STATE/COUNTY- MS/RANKIN CP3324 USGS QUAD - JACKSON (1998) CP3324 CP3324 *CURRENT SURVEY CONTROL CP3324 ___________________________________________________________________ CP3324* NAD 83(1986)- 32 15 45. (N) 090 08 15. (W) SCALED CP3324* NAVD 88 - 91.50 (+/-2cm) 300.2 (feet) VERTCON CP3324 ___________________________________________________________________ CP3324 GEOID HEIGHT- -26.26 (meters) GEOID99 CP3324 CP3324 VERT ORDER - THIRD (See Below) CP3324 CP3324.The horizontal coordinates were scaled from a topographic map and have CP3324.an estimated accuracy of +/- 6 seconds. CP3324 CP3324.The NAVD 88 height was computed by applying the VERTCON shift value to CP3324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP3324.The vertical order pertains to the superseded datum. CP3324 CP3324.The geoid height was determined by GEOID99. CP3324 CP3324; North East Units Estimated Accuracy CP3324;SPC MS W - 306,270. 718,450. MT (+/- 180 meters Scaled) CP3324 CP3324 SUPERSEDED SURVEY CONTROL CP3324 CP3324 NGVD 29 - 91.51 (m) 300.2 (f) RESET 3 CP3324 CP3324.Superseded values are not recommended for survey control. CP3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP3324.See file dsdata.txt to determine how the superseded data were derived. CP3324 CP3324_MARKER: DB = BENCH MARK DISK CP3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT CP3324_STAMPING: L 210 RESET 1988 CP3324_MARK LOGO: NGS CP3324_MAGNETIC: N = NO MAGNETIC MATERIAL CP3324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL CP3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP3324+SATELLITE: SATELLITE OBSERVATIONS - 1988 CP3324 CP3324 HISTORY - Date Condition Report By CP3324 HISTORY - 1988 MONUMENTED NGS CP3324 CP3324 STATION DESCRIPTION CP3324 CP3324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 CP3324'0.26 KM (0.15 MI) SOUTH ALONG STATE HIGHWAY 468 FROM THE OVERPASS OF CP3324'I-20 IN PEARL, TO NAPOLEON AVENUE AND MARK ON THE LEFT, IN THE FRONT CP3324'LAWN OF 2120 NAPOLEON AVENUE, ON PROPERTY OF DONALD D. REXRODE, 63.5 M CP3324'(208.3 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF HIGHWAY 468, CP3324'18.70 M (61.4 FT) NORTH OF THE CENTER OF NAPOLEON AVE., 10.85 M CP3324'(35.6 FT) NORTH NORTHEAST OF A POWER POLE WITH TRANSFORMER, 7.45 M CP3324'(24.4 FT) EAST OF THE SOUTHEAST CORNER OF CARPORT AT 2112 NAPOLEON CP3324'AVE. AND 1.05 M (3.4 FT) SOUTH OF THE SOUTHWEST CORNER OF BRICK HOUSE CP3324'AT 2120 NAPOLEON AVE. A STANDARD NGS DISK, SET IN TOP OF A ROUND CP3324'CONCRETE POST, FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2324 *********************************************************************** CP2324 DESIGNATION - S 210 RESET 1978 CP2324 PID - CP2324 CP2324 STATE/COUNTY- MS/RANKIN CP2324 USGS QUAD - WHITFIELD (1980) CP2324 CP2324 *CURRENT SURVEY CONTROL CP2324 ___________________________________________________________________ CP2324* NAD 83(1986)- 32 14 35. (N) 090 03 33. (W) SCALED CP2324* NAVD 88 - 93.36 (+/-2cm) 306.3 (feet) VERTCON CP2324 ___________________________________________________________________ CP2324 GEOID HEIGHT- -26.36 (meters) GEOID99 CP2324 CP2324 VERT ORDER - THIRD (See Below) CP2324 CP2324.The horizontal coordinates were scaled from a topographic map and have CP2324.an estimated accuracy of +/- 6 seconds. CP2324 CP2324.The NAVD 88 height was computed by applying the VERTCON shift value to CP2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP2324.The vertical order pertains to the superseded datum. CP2324 CP2324.The geoid height was determined by GEOID99. CP2324 CP2324; North East Units Estimated Accuracy CP2324;SPC MS W - 304,130. 725,840. MT (+/- 180 meters Scaled) CP2324 CP2324 SUPERSEDED SURVEY CONTROL CP2324 CP2324 NGVD 29 - 93.36 (m) 306.3 (f) RESET 3 CP2324 CP2324.Superseded values are not recommended for survey control. CP2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2324.See file dsdata.txt to determine how the superseded data were derived. CP2324 CP2324_MARKER: DB = BENCH MARK DISK CP2324_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP2324+WITH SETTING: INTO GROUND CP2324_STAMPING: S 210 RESET 1978 CP2324_PROJECTION: FLUSH CP2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2324+STABILITY: SURFACE MOTION CP2324_ROD/PIPE-DEPTH: 1.22 meters CP2324 CP2324 HISTORY - Date Condition Report By CP2324 HISTORY - 1978 MONUMENTED NGS CP2324 CP2324 STATION DESCRIPTION CP2324 CP2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 CP2324'6.7 MI SW FROM BRANDON. CP2324'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE IN CP2324'BRANDON TO A CROSSROAD (CROSSGATES BOULEVARD), THENCE SOUTH AND CP2324'SOUTHWEST FOR 3.5 MILES TO MARK ON THE RIGHT, 0.8 MILE EAST-NORTHEAST CP2324'OF THE MAIN ENTRANCE TO THE STATE HOSPITAL, 160 FT. NORTH-NORTHWEST CP2324'OF NORTHWEST RAIL OF RAILROAD TRACKS, 75 FT. NORTH-NORTHWEST OF THE CP2324'CENTER OF ROAD (UNDER CONSTRUCTION), 3.8 FT. WEST OF A 4 INCH SCRUB CP2324'OAK TREE AND 1.0 FT. SOUTH OF CYCLONE FENCE AROUND SEWAGE LAGOON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2322 *********************************************************************** CP2322 DESIGNATION - T 210 RESET 1978 CP2322 PID - CP2322 CP2322 STATE/COUNTY- MS/RANKIN CP2322 USGS QUAD - JACKSON SE (1988) CP2322 CP2322 *CURRENT SURVEY CONTROL CP2322 ___________________________________________________________________ CP2322* NAD 83(1986)- 32 16 22. (N) 090 02 10. (W) SCALED CP2322* NAVD 88 - 105.55 (meters) 346.3 (feet) RESET CP2322 ___________________________________________________________________ CP2322 GEOID HEIGHT- -26.40 (meters) GEOID99 CP2322 CP2322 VERT ORDER - THIRD CP2322 CP2322.The horizontal coordinates were scaled from a topographic map and have CP2322.an estimated accuracy of +/- 6 seconds. CP2322 CP2322.The orthometric height was computed from unverified reset data. CP2322.No vertical observational check was made to the station. CP2322 CP2322.The geoid height was determined by GEOID99. CP2322 CP2322; North East Units Estimated Accuracy CP2322;SPC MS W - 307,440. 728,000. MT (+/- 180 meters Scaled) CP2322 CP2322 SUPERSEDED SURVEY CONTROL CP2322 CP2322 NGVD 29 - 105.56 (m) 346.3 (f) RESET 3 CP2322 CP2322.Superseded values are not recommended for survey control. CP2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2322.See file dsdata.txt to determine how the superseded data were derived. CP2322 CP2322_MARKER: DB = BENCH MARK DISK CP2322_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP2322+WITH SETTING: INTO GROUND CP2322_STAMPING: T 210 RESET 1978 CP2322_PROJECTION: FLUSH CP2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2322+STABILITY: SURFACE MOTION CP2322_ROD/PIPE-DEPTH: 1.22 meters CP2322 CP2322 HISTORY - Date Condition Report By CP2322 HISTORY - 1978 MONUMENTED NGS CP2322 CP2322 STATION DESCRIPTION CP2322 CP2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 CP2322'3.95 MI SW FROM BRANDON. CP2322'3.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE IN CP2322'BRANDON TO A CROSSROAD(CROSSGATES BOULEVARD), THENCE 0.75 MILE SOUTH CP2322'TO MARK ON LEFT, 0.3 MILE SOUTH OF BRIDGE OVER INTERSTATE 20, CP2322'35.0 FEET EAST OF THE CENTER OF ROAD(UNDER CONSTRUCTION), 6.5 CP2322'FEET EAST OF FENCE LINE, AND 1.5 FEET NORTH OF POWER POLE. CP2322'THE MARK IS 0.5 FT S FROM A WITNESS POST. CP2322'THE MARK IS 1 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP2323 *********************************************************************** CP2323 DESIGNATION - V 210 RESET 1978 CP2323 PID - CP2323 CP2323 STATE/COUNTY- MS/RANKIN CP2323 USGS QUAD - JACKSON SE (1988) CP2323 CP2323 *CURRENT SURVEY CONTROL CP2323 ___________________________________________________________________ CP2323* NAD 83(1986)- 32 16 59. (N) 090 02 08. (W) SCALED CP2323* NAVD 88 - 111.24 (meters) 365.0 (feet) RESET CP2323 ___________________________________________________________________ CP2323 GEOID HEIGHT- -26.41 (meters) GEOID99 CP2323 CP2323 VERT ORDER - THIRD CP2323 CP2323.The horizontal coordinates were scaled from a topographic map and have CP2323.an estimated accuracy of +/- 6 seconds. CP2323 CP2323.The orthometric height was computed from unverified reset data. CP2323.No vertical observational check was made to the station. CP2323 CP2323.The geoid height was determined by GEOID99. CP2323 CP2323; North East Units Estimated Accuracy CP2323;SPC MS W - 308,570. 728,050. MT (+/- 180 meters Scaled) CP2323 CP2323 SUPERSEDED SURVEY CONTROL CP2323 CP2323 NGVD 29 - 111.24 (m) 365.0 (f) RESET 3 CP2323 CP2323.Superseded values are not recommended for survey control. CP2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP2323.See file dsdata.txt to determine how the superseded data were derived. CP2323 CP2323_MARKER: DB = BENCH MARK DISK CP2323_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP2323+WITH SETTING: INTO GROUND CP2323_STAMPING: V 210 RESET 1978 CP2323_PROJECTION: FLUSH CP2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP2323+STABILITY: SURFACE MOTION CP2323_ROD/PIPE-DEPTH: 1.22 meters CP2323 CP2323 HISTORY - Date Condition Report By CP2323 HISTORY - 1978 MONUMENTED NGS CP2323 HISTORY - 1990 GOOD USPSQD CP2323 CP2323 STATION DESCRIPTION CP2323 CP2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 CP2323'3.2 MI WEST FROM BRANDON. CP2323'ABOUT 3.2 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE COURTHOUSE IN CP2323'BRANDON TO CROSSGATES BOULEVARD ON RIGHT AND MARK ON THE LEFT, 65 FT. CP2323'EAST OF THE CENTER OF ROAD LEADING SOUTH, 64 FT. SOUTH OF THE SOUTH CP2323'EDGE OF HIGHWAY 80, 16.5 FT. SOUTHEAST OF AN 18 INCH PINE TREE, 1.5 CP2323'FT. NORTH OF FENCELINE AND 0.5 FT. SOUTH OF A METAL WITNESS POST AND CP2323'SIGN. CP2323 CP2323 STATION RECOVERY (1990) CP2323 CP2323'RECOVERY NOTE BY US POWER SQUADRON 1990 (FCB) CP2323'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 CP0517 *********************************************************************** CP0517 DESIGNATION - X 23 RESET 1971 CP0517 PID - CP0517 CP0517 STATE/COUNTY- MS/RANKIN CP0517 USGS QUAD - STAR (1971) CP0517 CP0517 *CURRENT SURVEY CONTROL CP0517 ___________________________________________________________________ CP0517* NAD 83(1986)- 32 06 21. (N) 090 03 18. (W) SCALED CP0517* NAVD 88 - 116.89 (+/-2cm) 383.5 (feet) VERTCON CP0517 ___________________________________________________________________ CP0517 GEOID HEIGHT- -26.29 (meters) GEOID99 CP0517 CP0517 VERT ORDER - THIRD (See Below) CP0517 CP0517.The horizontal coordinates were scaled from a topographic map and have CP0517.an estimated accuracy of +/- 6 seconds. CP0517 CP0517.The NAVD 88 height was computed by applying the VERTCON shift value to CP0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) CP0517.The vertical order pertains to the superseded datum. CP0517 CP0517.The geoid height was determined by GEOID99. CP0517 CP0517; North East Units Estimated Accuracy CP0517;SPC MS W - 288,920. 726,270. MT (+/- 180 meters Scaled) CP0517 CP0517 SUPERSEDED SURVEY CONTROL CP0517 CP0517 NGVD 29 - 116.88 (m) 383.5 (f) RESET 3 CP0517 CP0517.Superseded values are not recommended for survey control. CP0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0517.See file dsdata.txt to determine how the superseded data were derived. CP0517 CP0517_MARKER: DB = BENCH MARK DISK CP0517_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED CP0517+WITH SETTING: INTO GROUND CP0517_STAMPING: X 23 RESET 1971 CP0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0517+STABILITY: SURFACE MOTION CP0517 CP0517 HISTORY - Date Condition Report By CP0517 HISTORY - 1971 MONUMENTED NGS CP0517 HISTORY - 1977 GOOD MSHD CP0517 CP0517 STATION DESCRIPTION CP0517 CP0517'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1977 CP0517'1 MI NW FROM STAR. CP0517'THE MARK IS LOCATED 1 MILE NORTHWEST OF STAR IN FRONT OF THE MORNING CP0517'STAR CHURCH IN THE NORTHEAST ANGLE OF THE CROSSING OF A SPUR TRACK, CP0517'5.5 MILES SOUTHEAST OF FLORENCE IN THE NORTHWEST 1/4 OF SECTION 13, T CP0517'3N, R 2W. IT IS 191 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CP0517'AUDITORIUM OF THE CHURCH, 62 FEET SOUTH-SOUTHEAST OF THE PROJECTED CP0517'PLANE OF THE SOUTH WALL OF THE AUDITORIUM, 109 FEET NORTHEAST OF THE CP0517'NORTHEAST RAIL OF THE MAIN TRACK, 146 FEET SOUTH OF THE CENTER OF THE CP0517'DRIVEWAY TO THE CHURCH, 59 FEET SOUTH OF A 36 INCH OAK, 66.5 FEET CP0517'NORTHEAST OF THE NORTHEAST RAIL OF THE SPUR TRACK, 45 FEET EAST OF THE CP0517'CENTER OF A BLACK TOP ROAD, 1 FOOT EAST OF A METAL WITNESS POST AND IS CP0517'ABOUT 6 FEET BELOW THE LEVEL OF THE ROAD. IT IS A BENCH MARK DISK CP0517'CRIMPED ON THE TOP OF A 3.5 FOOT LENGTH OF COPPERWELD ROD FASTENED TO CP0517'A 10 INCH SQUARE STEEL PLATE ENCASED BY A 4 INCH PLASTIC PIPE CP0517'PROJECTING 4 INCHES. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY CP0517'469 AND U.S. HIGHWAY 49 AT THE EAST EDGE OF FLORENCE GO SOUTHEAST ON CP0517'U.S. HIGHWAY 49 FOR 5.3 MILES TO A CROSSROAD (0.35 MILES BEFORE CP0517'REACHING A RAILROAD OVERPASS). TURN RIGHT AND GO SOUTHEAST ON A CP0517'BLACKTOP ROAD FOR 0.25 MILE TO A RAILROAD CROSSING AND THE MARK ON CP0517'LEFT.