1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1446 *********************************************************************** DJ1446 DESIGNATION - R 166 RESET DJ1446 PID - DJ1446 DJ1446 STATE/COUNTY- MS/GRENADA DJ1446 USGS QUAD - GRENADA (1983) DJ1446 DJ1446 *CURRENT SURVEY CONTROL DJ1446 ___________________________________________________________________ DJ1446* NAD 83(1993)- 33 49 59.55598(N) 089 47 35.04568(W) ADJUSTED DJ1446* NAVD 88 - 60.40 (meters) 198.2 (feet) RESET DJ1446 ___________________________________________________________________ DJ1446 LAPLACE CORR- -2.67 (seconds) DEFLEC99 DJ1446 GEOID HEIGHT- -26.46 (meters) GEOID99 DJ1446 DJ1446 HORZ ORDER - THIRD DJ1446 VERT ORDER - THIRD DJ1446 DJ1446.This mark is at Grenada Municipal Airport (M42) DJ1446 DJ1446.The horizontal coordinates were established by classical geodetic methods DJ1446.and adjusted by the National Geodetic Survey in May 1994. DJ1446.No horizontal observational check was made to the station. DJ1446 DJ1446.The orthometric height was computed from unverified reset data. DJ1446.No vertical observational check was made to the station. DJ1446 DJ1446.The Laplace correction was computed from DEFLEC99 derived deflections. DJ1446 DJ1446.The geoid height was determined by GEOID99. DJ1446 DJ1446; North East Units Scale Converg. DJ1446;SPC MS W - 480,578.922 750,007.398 MT 0.99998082 +0 18 02.9 DJ1446;UTM 16 - 3,747,172.319 241,523.968 MT 1.00042370 -1 33 21.5 DJ1446 DJ1446: Primary Azimuth Mark Grid Az DJ1446:SPC MS W - M 30 103 11 08.2 DJ1446:UTM 16 - M 30 105 02 32.6 DJ1446 DJ1446|---------------------------------------------------------------------| DJ1446| PID Reference Object Distance Geod. Az | DJ1446| dddmmss.s | DJ1446| DJ1449 R 166 RM 3 23.845 METERS 01542 | DJ1446| DJ1451 M 30 1032911.1 | DJ1446| DJ1447 R 166 RM NO 1 RESET 31103 | DJ1446| DJ1448 R 166 RM NO 2 RESET 32557 | DJ1446| DJ1445 R 166 57.153 METERS 33450 | DJ1446|---------------------------------------------------------------------| DJ1446 DJ1446 SUPERSEDED SURVEY CONTROL DJ1446 DJ1446 NAD 83(1986)- 33 49 59.56687(N) 089 47 35.04238(W) AD( ) 3 DJ1446 NGVD 29 - 60.40 (m) 198.2 (f) RESET 3 DJ1446 DJ1446.Superseded values are not recommended for survey control. DJ1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1446.See file dsdata.txt to determine how the superseded data were derived. DJ1446 DJ1446_MARKER: DB = BENCH MARK DISK DJ1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1446_STAMPING: R 166 RESET 1973 DJ1446_MARK LOGO: NGS DJ1446_PROJECTION: FLUSH DJ1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1446 DJ1446 HISTORY - Date Condition Report By DJ1446 HISTORY - 1973 MONUMENTED NGS DJ1446 HISTORY - 1973 GOOD NGS DJ1446 DJ1446 STATION DESCRIPTION DJ1446 DJ1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (AKH) DJ1446'THE STATION IS LOCATED 3.4 MILES NNE OF GRENADA AT THE MUNICIPAL DJ1446'AIRPORT, 0.5 MILE WNW OF STATE HIGHWAY 332. IT IS 493 FEET SE OF DJ1446'THE SOUTHEAST CORNER OF THE HANGER, 76 FEET SOUTHWEST OF THE DJ1446'PORJECTED PLANE OF THE SOUTHWEST WALL OF THE HANGER, 56.5 FEET DJ1446'SE OF THE CONCRETE STREET LEADING NORTHEAST AND 1.5 FEET DJ1446'NORTHEAST OF THE NORTHEAST EDGE OF THE TAXI RAMP. IT IS A BENCH DJ1446'MARK DISK STAMPED R 166 RESET 1973 FLUSH WITH THE GROUND. THE DJ1446'UNDERGROUND DISK IS 36-INCHES BELOW THE SURFACE OF THE GROUND. DJ1446' DJ1446'REFERENCE MARK NO. 1 IS 133.62 FEET SOUTHWEST OF THE STATION ON THE DJ1446'NORTHEAST SIDE OF THE TAXI RAMP, 360 FEET SE OF THE SOUTH CORNER OF DJ1446'THE HANGER, 77 FEET SOUTHWEST OF THE PROJECTED PLANE OF THE DJ1446'SOUTHWEST WALL OF THE HANGER, 76 FEET NORTHWEST OF THE CENTER OF THE DJ1446'CONCRETE STREET LEADING NORTHEAST. IT IS A REFERENCE MARK DISK DJ1446'SET IN A DRILL HOLE FLUSH WITH THE CONCRETE TAXI RAMP. IT IS DJ1446'STAMPED R 166 NO 1 1957 1973. DJ1446' DJ1446'REFERENCE MARK NO. 3 IS 78.24 FEET NORTHWEST OF THE STATION. IT IS DJ1446'458 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HANGER, 5 FEET DJ1446'SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST WALL OF THE DJ1446'HANGER, 10 FEET SOUTHEAST OF THE CENTER OF THE STREET, 72 FEET DJ1446'NE OF THE NE EDGE OF THE CONCRETE TAXI RAMP. AND 1 FOOT NW OF DJ1446'THE SE EDGE OF THE CONCRETE STREET. IT IS A REFERENCE MARK DISK DJ1446'SET IN A DRILL HOLE FLUSH WITH THE CONCRETE ROAD. IT IS STAMPED R DJ1446'166 NO. 3 1957 1973. DJ1446' DJ1446'THE AZIMUTH MARK (BENCH MARK M 30 1934) IS ABOUT 0.5 MILE ESE OF THE DJ1446'STATION IN THE NW CORNER OF AN ABANDONDED RAILROAD BRIDGE IT IS DJ1446'64 FEET NORTHWEST OF THE CENTER OF STATE HIGHWAY 332, 7 FEET SE OF DJ1446'THE CENTER OF THE OLD ABANDONDED RAILROAD BED, 3.5 FEET NW OF A DJ1446'METAL SIGN POST, 3.5 FEET NW OF THE SE END OF THE ABUTMENT OF THE DJ1446'BRIDGE. IT IS A BENCH MARK DISK STAMPED M 30 1934 SET IN A DJ1446'DRILL HOLE IN THE BRIDGE ABUTMENT. DJ1446' DJ1446'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE DJ1446'HIGHWAY 7 IN GRENADA GO NORTH OF U.S. HIGHWAY 51 AND STATE HIGHWAY 7 DJ1446'FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 332, TURN RIGHT AND DJ1446'FOLLOW STATE HIGHWAY 332 FOR 2.5 MILES TO A PAVED ROAD LEFT. TURN DJ1446'LEFT AND GO 0.7 MILE TO A CROSSROAD AT THE AIRPORT, TURN LEFT AND DJ1446'GO 0.1 MILE TO THE STATION ON THE LEFT. DJ1446' DJ1446'TO REACH THE AZIMUTH MARK FROM THIS SIDE ROAD CONTINUE STRAIGHT DJ1446'AHEAD FOR 0.45 MILE TO THE MARK ON THE LEFT IN THE OLD DJ1446'ABANDONDED RAIL ROAD BRIDGE. DJ1446 DJ1446 STATION RECOVERY (1973) DJ1446 DJ1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 DJ1446'3.4 MI NNE FROM GRENADA. DJ1446'LOCATED 1.0 MILE NORTH ALONG U.S. HIGHWAY 51 AND STATE HIGHWAY 7 FROM DJ1446'THEIR JUNCTION IN GRENADA, THENCE RIGHT FOR 2.5 MILE ALONG STATE DJ1446'HIGHWAY 332, THENCE LEFT FOR 0.7 MILE TO A CROSSROAD, THENCE 0.1 LEFT DJ1446'TO THE MARK ON THE LEFT AT THE GRENADA MUNICIPAL AIRPORT. IT IS 493 DJ1446'FEET SE OF THE SOUTH CORNER OF THE AIRPORT HANGER, 76 FEET SW OF THE DJ1446'PROJECTED PLANE OF THE SW WALL OF THE HANGER, 56.5 FEET SE OF THE DJ1446'CONCRETE STREET LEADING NORTHEAST, AND 1.5 FEET NORTHEAST OF THE NORTH DJ1446'EAST EDGE OF THE TAXI RAMP. R 166 1944 WAS LEFT INTACT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1449 *********************************************************************** DJ1449 DESIGNATION - R 166 RM 3 DJ1449 PID - DJ1449 DJ1449 STATE/COUNTY- MS/GRENADA DJ1449 USGS QUAD - GRENADA (1983) DJ1449 DJ1449 *CURRENT SURVEY CONTROL DJ1449 ___________________________________________________________________ DJ1449* NAD 83(1986)- 33 49 51. (N) 089 47 35. (W) SCALED DJ1449* NAVD 88 - 60.48 (meters) 198.4 (feet) RESET DJ1449 ___________________________________________________________________ DJ1449 GEOID HEIGHT- -26.46 (meters) GEOID99 DJ1449 DJ1449 VERT ORDER - THIRD DJ1449 DJ1449.This mark is at Grenada Municipal Airport (M42) DJ1449 DJ1449.The horizontal coordinates were scaled from a topographic map and have DJ1449.an estimated accuracy of +/- 6 seconds. DJ1449 DJ1449.The orthometric height was computed from unverified reset data. DJ1449.No vertical observational check was made to the station. DJ1449 DJ1449.The geoid height was determined by GEOID99. DJ1449 DJ1449; North East Units Estimated Accuracy DJ1449;SPC MS W - 480,320. 750,010. MT (+/- 180 meters Scaled) DJ1449 DJ1449 SUPERSEDED SURVEY CONTROL DJ1449 DJ1449 NGVD 29 - 60.47 (m) 198.4 (f) RESET 3 DJ1449 DJ1449.Superseded values are not recommended for survey control. DJ1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1449.See file dsdata.txt to determine how the superseded data were derived. DJ1449 DJ1449_MARKER: DR = REFERENCE MARK DISK DJ1449_SETTING: 0 = UNSPECIFIED SETTING DJ1449_STAMPING: R 166 RM NO. 3 1957 1973 DJ1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1449 DJ1449 HISTORY - Date Condition Report By DJ1449 HISTORY - 1973 MONUMENTED NGS DJ1449 DJ1449 STATION DESCRIPTION DJ1449 DJ1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ1449'3.4 MI NNE FROM GRENADA. DJ1449'LOCATED 3.4 MILES NORTH-NORTHEAST OF GRENADA AT THE MUNICIPAL AIRPORT, DJ1449'0.5 MILE WEST-NORTHWEST OF STATE HIGHWAY 332. REFERENCE MARK NO. 3 IS DJ1449'78.24 FEET NORTHWEST OF THE STATION. IT IS 458 FEET SOUTHEAST OF THE DJ1449'SOUTH CORNER OF THE HANGER, 5 FEET SOUTHWEST OF THE PROJECTED PLANE OF DJ1449'THE SOUTHWEST WALL OF THE HANGER, FLUSH WITH THE CONCRETE ROAD, A DJ1449'STANDARD DISK SET IN A DRILL HOLE IN CONCRETE. TO REACH THE STATION DJ1449'FROM THE JUNCTION OF U.S. HIGHWAY 51 AND STATE HIGHWAY 7 IN GRENADA GO DJ1449'NORTH ON U.S. HIGHWAY 51 FOR 1 MILE TO THE JUNCTION OF STATE HIGHWAY DJ1449'332, TURN RIGHT ON STATE HIGHWAY 332 FOR 2.5 MILES TO A PAVED ROAD DJ1449'LEFT. TURN LEFT AND GO 0.7 MILE TO A CROSSROAD AT THE AIRPORT, TURN DJ1449'LEFT AND GO 0.1 MILE TO THE STATION ON THE LEFT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1447 *********************************************************************** DJ1447 DESIGNATION - R 166 RM NO 1 RESET DJ1447 PID - DJ1447 DJ1447 STATE/COUNTY- MS/GRENADA DJ1447 USGS QUAD - GRENADA (1983) DJ1447 DJ1447 *CURRENT SURVEY CONTROL DJ1447 ___________________________________________________________________ DJ1447* NAD 83(1986)- 33 49 53. (N) 089 47 37. (W) SCALED DJ1447* NAVD 88 - 60.51 (meters) 198.5 (feet) RESET DJ1447 ___________________________________________________________________ DJ1447 GEOID HEIGHT- -26.46 (meters) GEOID99 DJ1447 DJ1447 VERT ORDER - THIRD DJ1447 DJ1447.This mark is at Grenada Municipal Airport (M42) DJ1447 DJ1447.The horizontal coordinates were scaled from a topographic map and have DJ1447.an estimated accuracy of +/- 6 seconds. DJ1447 DJ1447.The orthometric height was computed from unverified reset data. DJ1447.No vertical observational check was made to the station. DJ1447 DJ1447.The geoid height was determined by GEOID99. DJ1447 DJ1447; North East Units Estimated Accuracy DJ1447;SPC MS W - 480,380. 749,960. MT (+/- 180 meters Scaled) DJ1447 DJ1447 SUPERSEDED SURVEY CONTROL DJ1447 DJ1447 NGVD 29 - 60.51 (m) 198.5 (f) RESET 3 DJ1447 DJ1447.Superseded values are not recommended for survey control. DJ1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1447.See file dsdata.txt to determine how the superseded data were derived. DJ1447 DJ1447_MARKER: DR = REFERENCE MARK DISK DJ1447_SETTING: 30 = RAMP DJ1447_STAMPING: R 166 NO 1 1957 1973 DJ1447_MARK LOGO: NGS DJ1447_PROJECTION: FLUSH DJ1447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1447 DJ1447 HISTORY - Date Condition Report By DJ1447 HISTORY - 1973 MONUMENTED NGS DJ1447 DJ1447 STATION DESCRIPTION DJ1447 DJ1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ1447'3.4 MI NNE FROM GRENADA. DJ1447'LOCATED 1.0 MILE NORTH ALONG U.S. HIGHWAY 51 AND STATE HIGHWAY 7 FROM DJ1447'THEIR JUNCTION IN GRENADA, THENCE RIGHT FOR 2.5 MILE ALONG STATE DJ1447'HIGHWAY 332, THENCE LEFT FOR 0.7 MILE TO A CROSSROAD, THENCE LEFT FOR DJ1447'0.1 MILE TO THE MARK AT THE GRENADA MUNICIPAL AIRPORT. IT IS 360 FEET DJ1447'SE OF THE SOUTH CORNER OF THE HANGER, 77 FEET SOUTHWEST OF THE DJ1447'PROJECTED PLANE OF THE SOUTHWEST WALL OF THE HANGER, 76 FEET NORTHWEST DJ1447'OF THE CENTER OF A CONCRETE STREET LEADING NORTHEAST. IT IS A DJ1447'REFERENCE MARK DISK STAMPED R 166 NO 1 1957 1973, SET IN A DRILL HOLE DJ1447'IN THE CONCRETE TAXI RAMP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1448 *********************************************************************** DJ1448 DESIGNATION - R 166 RM NO 2 RESET DJ1448 PID - DJ1448 DJ1448 STATE/COUNTY- MS/GRENADA DJ1448 USGS QUAD - GRENADA (1983) DJ1448 DJ1448 *CURRENT SURVEY CONTROL DJ1448 ___________________________________________________________________ DJ1448* NAD 83(1986)- 33 49 57. (N) 089 47 38. (W) SCALED DJ1448* NAVD 88 - 60.41 (meters) 198.2 (feet) RESET DJ1448 ___________________________________________________________________ DJ1448 GEOID HEIGHT- -26.45 (meters) GEOID99 DJ1448 DJ1448 VERT ORDER - THIRD DJ1448 DJ1448.This mark is at Grenada Municipal Airport (M42) DJ1448 DJ1448.The horizontal coordinates were scaled from a topographic map and have DJ1448.an estimated accuracy of +/- 6 seconds. DJ1448 DJ1448.The orthometric height was computed from unverified reset data. DJ1448.No vertical observational check was made to the station. DJ1448 DJ1448.The geoid height was determined by GEOID99. DJ1448 DJ1448; North East Units Estimated Accuracy DJ1448;SPC MS W - 480,500. 749,930. MT (+/- 180 meters Scaled) DJ1448 DJ1448 SUPERSEDED SURVEY CONTROL DJ1448 DJ1448 NGVD 29 - 60.41 (m) 198.2 (f) RESET 3 DJ1448 DJ1448.Superseded values are not recommended for survey control. DJ1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DJ1448.See file dsdata.txt to determine how the superseded data were derived. DJ1448 DJ1448_MARKER: DR = REFERENCE MARK DISK DJ1448_SETTING: 30 = RAMP DJ1448_STAMPING: R 166 NO 2 1957 1973 DJ1448_MARK LOGO: NGS DJ1448_PROJECTION: FLUSH DJ1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY DJ1448 DJ1448 HISTORY - Date Condition Report By DJ1448 HISTORY - 1973 MONUMENTED NGS DJ1448 DJ1448 STATION DESCRIPTION DJ1448 DJ1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 DJ1448'3.4 MI NNE FROM GRENADA. DJ1448'LOCATED 1.0 MILE NORTH ALONG U.S. HIGHWAY 51 AND STATE HIGHWAY 7 FROM DJ1448'THEIR JUNCTION IN GRENADA, THENCE RIGHT FOR 2.5 MILE ALONG STATE DJ1448'HIGHWAY 332, THENCE LEFT FOR 0.7 MILE TO A CROSSROAD, THENCE LEFT FOR DJ1448'0.1 MILE TO THE MARK AT THE GRENADA MUNICIPAL AIRPORT. IT IS 229 FEET DJ1448'SE OF THE SOUTH CORNER OF THE HANGER, 10 FEET SOUTHWEST OF THE DJ1448'PROJECTED PLANE OF THE SOUTHWALL OF THE HANGER, 65 FEET NORTHEAST OF DJ1448'THE NORTHEAST EDGE OF THE TAXI RAMP AND 1.5 FEET NW OF THE SE EDGE OF DJ1448'THE TAXI RAMP. IT IS A REFERENCE MARK DISK STAMPED R 166 NO 2 1957 DJ1448'1973, SET IN A DRILL HOLE IN THE CONCRETE TAXI RAMP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 7, 2002 DJ1429 *********************************************************************** DJ1429 DESIGNATION - R 38 RESET 1939 DJ1429 PID - DJ1429 DJ1429 STATE/COUNTY- MS/GRENADA DJ1429 USGS QUAD - KINCAID (1983) DJ1429 DJ1429 *CURRENT SURVEY CONTROL DJ1429 ___________________________________________________________________ DJ1429* NAD 83(1986)- 33 48 34. (N) 089 41 31. (W) SCALED DJ1429* NAVD 88 - 63.66 (meters) 208.9 (feet) RESET DJ1429 ___________________________________________________________________ DJ1429 GEOID HEIGHT- -26.69 (meters) GEOID99 DJ1429 DJ1429 VERT ORDER - THIRD DJ1429 DJ1429.The horizontal coordinates were scaled from a topographic map and have DJ1429.an estimated accuracy of +/- 6 seconds. DJ1429 DJ1429.The orthometric height was computed from unverified reset data. DJ1429 DJ1429.The geoid height was determined by GEOID99. DJ1429 DJ1429; North East Units Estimated Accuracy DJ1429;SPC MS W - 478,000. 759,380. MT (+/- 180 meters Scaled) DJ1429 DJ1429 SUPERSEDED SURVEY CONTROL DJ1429 DJ1429.No superseded survey control is available for this station. DJ1429 DJ1429_MARKER: DB = BENCH MARK DISK DJ1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DJ1429_STAMPING: R 38 RESET 1939 DJ1429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DJ1429+STABILITY: SURFACE MOTION DJ1429 DJ1429 HISTORY - Date Condition Report By DJ1429 HISTORY - 1939 MONUMENTED CGS DJ1429 HISTORY - 1973 MARK NOT FOUND MSHD DJ1429 HISTORY - 1979 MARK NOT FOUND USGS DJ1429 DJ1429 STATION DESCRIPTION DJ1429 DJ1429'DESCRIBED BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 1973 DJ1429'7.7 MI E FROM GRENADA. DJ1429'THE MARK IS LOCATED 7.7 MILES EAST ALONG STATE HIGHWAY 8 FROM THE DJ1429'ILLINOIS CENTRAL RAILROAD STATION AT GRENADA, GRENADA COUNTY, 0.2 MILE DJ1429'SW OF A SMALL BROWN SCHOOLHOUSE, 240 YARDS SW OF A WHITE CHURCH, AT DJ1429'STATION 398+ 84, AND 65 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A DJ1429'STANDARD DISK, STAMPED R 38 RESET 1939 AND SET IN THE TOP OF A DJ1429'CONCRETE POST. NOTE-- STATE HIGHWAY 8 HAS BEEN RELOCATED AND THE OLD DJ1429'HIGHWAY IS COVERED BY WATER FROM GRENADA LAKE. DJ1429 DJ1429 STATION RECOVERY (1979) DJ1429 DJ1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979 DJ1429'MARK NOT FOUND.