1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 AJ3110 *********************************************************************** AJ3110 DESIGNATION - CENSUS 2000 AJ3110 PID - AJ3110 AJ3110 STATE/COUNTY- MO/PHELPS AJ3110 USGS QUAD - EDGAR SPRINGS (1954) AJ3110 AJ3110 *CURRENT SURVEY CONTROL AJ3110 ___________________________________________________________________ AJ3110* NAD 83(1997)- 37 42 28.97934(N) 091 52 03.69095(W) ADJUSTED AJ3110* NAVD 88 - 368.675 (meters) 1209.56 (feet) ADJUSTED AJ3110 ___________________________________________________________________ AJ3110 X - -164,671.738 (meters) COMP AJ3110 Y - -5,049,897.872 (meters) COMP AJ3110 Z - 3,880,064.918 (meters) COMP AJ3110 LAPLACE CORR- 1.45 (seconds) DEFLEC99 AJ3110 ELLIP HEIGHT- 338.22 (meters) (07/19/01) GPS OBS AJ3110 GEOID HEIGHT- -30.46 (meters) GEOID99 AJ3110 DYNAMIC HT - 368.390 (meters) 1208.63 (feet) COMP AJ3110 MODELED GRAV- 979,846.7 (mgal) NAVD 88 AJ3110 AJ3110 HORZ ORDER - B AJ3110 VERT ORDER - SECOND CLASS II AJ3110 ELLP ORDER - FOURTH CLASS I AJ3110 AJ3110.The horizontal coordinates were established by GPS observations AJ3110.and adjusted by the National Geodetic Survey in July 2001. AJ3110 AJ3110.The orthometric height was determined by differential leveling AJ3110.and adjusted by the National Geodetic Survey in August 2001. AJ3110 AJ3110.Photographs are available for this station. AJ3110 AJ3110.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ3110 AJ3110.The Laplace correction was computed from DEFLEC99 derived deflections. AJ3110 AJ3110.The ellipsoidal height was determined by GPS observations AJ3110.and is referenced to NAD 83. AJ3110 AJ3110.The geoid height was determined by GEOID99. AJ3110 AJ3110.The dynamic height is computed by dividing the NAVD 88 AJ3110.geopotential number by the normal gravity value computed on the AJ3110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3110.degrees latitude (g = 980.6199 gals.). AJ3110 AJ3110.The modeled gravity was interpolated from observed gravity values. AJ3110 AJ3110; North East Units Scale Converg. AJ3110;SPC MO C - 208,217.923 555,753.194 MT 0.99997161 +0 23 12.3 AJ3110;UTM 15 - 4,174,026.606 599,808.099 MT 0.99972270 +0 41 33.4 AJ3110 AJ3110|---------------------------------------------------------------------| AJ3110| PID Reference Object Distance Geod. Az | AJ3110| dddmmss.s | AJ3110| HC1100 K 336 94.960 METERS 00628 | AJ3110| HC0880 EDGAR 115.091 METERS 15237 | AJ3110| AJ3108 EDGAR RM 2 76.379 METERS 16140 | AJ3110|---------------------------------------------------------------------| AJ3110 AJ3110 SUPERSEDED SURVEY CONTROL AJ3110 AJ3110 NAVD 88 (07/19/01) 368.67 (m) 1209.5 (f) LEVELING 3 AJ3110 AJ3110.Superseded values are not recommended for survey control. AJ3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ3110.See file dsdata.txt to determine how the superseded data were derived. AJ3110 AJ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9980874027(NAD 83) AJ3110_MARKER: DV = VERTICAL CONTROL DISK AJ3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3110_STAMPING: CENTER OF POPULATION CENSUS 2000 AJ3110_MARK LOGO: NGS AJ3110_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3110+STABILITY: SURFACE MOTION AJ3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ3110+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003 AJ3110 AJ3110 HISTORY - Date Condition Report By AJ3110 HISTORY - 2001 MONUMENTED NGS AJ3110 HISTORY - 20031004 GOOD INDIV AJ3110 AJ3110 STATION DESCRIPTION AJ3110 AJ3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DRD) AJ3110'19.5 MILES (31.4 KM) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF AJ3110'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M AJ3110'THENCE 0.05 MILE (0.08 KM) EAST AONG COUNTY ROAD FF TO A Y JUNCTION AJ3110'AND BENCH MARK ON EAST SIDE OF Y JUNCTION ON THE EDGE OF A FIELD ALSO AJ3110'0.3 MILES (0.5 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST OFFICE IN AJ3110'EDGAR SPRINGS. 20.65 M (67.75 FT) EAST OF THE CENTERLINE OF COUNTY AJ3110'ROAD FF, 23.2 M (76.1 FT) SOUTHWEST OF A POWER POLE WITH ONE GUY AJ3110'NUMBER INTER COUNTY ELECTRIC NUMBER 95117, 35.5 M (116.5 FT) AJ3110'WEST-SOUTHWEST OF THE CENTER OF A STEEL LID FOR A WATER METER, 28.5 M AJ3110'(93.5 FT) SOUTHEAST OF THE JUNCTION OF OLD U.S. HWY 63 AND DIRT ROAD AJ3110'EAST FOR ENTRANCE TO CEMETERY. NOTE--A SPECIAL DISK FOR CENSUS 2000 AJ3110'WAS MADE BY BERNTSEN INTERNATIONAL, INC., AND SINCE NATIONAL GEODETIC AJ3110'SURVEY WAS INSCRIBED IN THE DISK, IT WAS GIVEN A NGS MARKER TYPE CODE. AJ3110 AJ3110 STATION RECOVERY (2003) AJ3110 AJ3110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) AJ3110'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HC1140 *********************************************************************** HC1140 DESIGNATION - MURRY HC1140 PID - HC1140 HC1140 STATE/COUNTY- MO/PHELPS HC1140 USGS QUAD - DILLON (1992) HC1140 HC1140 *CURRENT SURVEY CONTROL HC1140 ___________________________________________________________________ HC1140* NAD 83(1997)- 37 57 02.01246(N) 091 44 55.41734(W) ADJUSTED HC1140* NAVD 88 - 332.2 (meters) 1090. (feet) VERTCON HC1140 ___________________________________________________________________ HC1140 X - -153,681.452 (meters) COMP HC1140 Y - -5,033,698.270 (meters) COMP HC1140 Z - 3,901,303.453 (meters) COMP HC1140 LAPLACE CORR- 0.70 (seconds) DEFLEC99 HC1140 ELLIP HEIGHT- 301.39 (meters) (02/17/00) GPS OBS HC1140 GEOID HEIGHT- -30.72 (meters) GEOID99 HC1140 HC1140 HORZ ORDER - FIRST HC1140 ELLP ORDER - FOURTH CLASS I HC1140 HC1140.The horizontal coordinates were established by GPS observations HC1140.and adjusted by the National Geodetic Survey in February 2000. HC1140 HC1140.The NAVD 88 height was computed by applying the VERTCON shift value to HC1140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HC1140 HC1140.The X, Y, and Z were computed from the position and the ellipsoidal ht. HC1140 HC1140.The Laplace correction was computed from DEFLEC99 derived deflections. HC1140 HC1140.The ellipsoidal height was determined by GPS observations HC1140.and is referenced to NAD 83. HC1140 HC1140.The geoid height was determined by GEOID99. HC1140 HC1140; North East Units Scale Converg. HC1140;SPC MO C - 235,211.062 566,026.493 MT 0.99998701 +0 27 43.3 HC1140;UTM 15 - 4,201,067.764 609,934.288 MT 0.99974885 +0 46 10.5 HC1140 HC1140 SUPERSEDED SURVEY CONTROL HC1140 HC1140 NAD 83(1986)- 37 57 02.02842(N) 091 44 55.41243(W) AD( ) 1 HC1140 NGVD 29 (07/10/92) 332.2 (m) 1090. (f) GPS OBS HC1140 HC1140.Superseded values are not recommended for survey control. HC1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC1140.See file dsdata.txt to determine how the superseded data were derived. HC1140 HC1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0993401068(NAD 83) HC1140_MARKER: DD = SURVEY DISK HC1140_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND HC1140_STAMPING: MURRY 1974 HC1140_MARK LOGO: MOSLSA HC1140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT HC1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC1140+STABILITY: SURFACE MOTION HC1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HC1140+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003 HC1140 HC1140 HISTORY - Date Condition Report By HC1140 HISTORY - 1974 MONUMENTED MODNR HC1140 HISTORY - 19910129 GOOD HC1140 HISTORY - 20031008 GOOD INDIV HC1140 HC1140 STATION DESCRIPTION HC1140 HC1140'DESCRIBED BY MO DEPT OF NAT RES 1974 HC1140'DATE OF REPORT 10-02-1991 HC1140'STATION, AZIMUTH MARKS AND REFERENCE TIES FOLLOWS HC1140'THE STATION, A 5 INCH CONCRETE POST WITH AN SLSA BRASS CAP, IS HC1140'LOCATED ON THE SOUTH SIDE OF A LARGE SUBSTATION IN AN OPEN PASTURE HC1140'FIELD IN SECTION 12, T37N, R8W IN THE EASTERN PART OF ROLLA. THE HC1140'STATION IS LOCATED 109.9 FT (33.5 M) SOUTHWEST OF THE SOUTHEAST HC1140'CORNER OF THE SUBSTATION PERIMETER FENCE, 60 FT (18.3 M) SOUTH OF THE HC1140'PERIMETER FENCE, 31.3 FT (9.5 M) NORTHWEST OF THE NORTHEAST CORNER OF HC1140'A FENCED ENCLOSURE OF A THREE-LEGGED MAST, 23.9 FT (7.3 M) NORTHWEST HC1140'OF THE CORNER OF THE FENCED ENCLOSURE, 32 FT (9.8 M) NORTHWEST OF THE HC1140'SOUTHERN CORNER OF THE FENCED ENCLOSURE FOR A RADIO TOWER AND 1.9 FT HC1140'(0.6 M) WEST OF A CARSONITE WITNESS POST. HC1140'THE MURRY AZIMUTH MARK IS LOCATED 0.77 MILES WEST OF THE STATION ON HC1140'THE EAST RIGHT-OF-WAY OF HOLLOWAY STREET JUST SOUTH OF THE HC1140'INTERSECTION WITH 12TH STREET AND NORTHWEST OF THE HOLLOWAY HOUSE. HC1140'THE AZIMUTH MARK IS 9.7 FT (3.0 M) NORTHWEST OF THE TOP OF A WATER HC1140'HYDRANT, 10.0 FT (3.0 M) ESE OF THE SOUTHEAST CORNER OF A TELEPHONE HC1140'BOX, 2.7 FT (0.8 M) EAST OF THE EAST EDGE OF THE SIDEWALK, 10.6 FT HC1140'(3.2 M) EAST OF THE BACK OF CURB ON HOLLOWAY, 25 FT (7.6 M) SOUTH HC1140'OF THE CENTER LINE OF A GRAVEL DRIVE INTO BER JUAN PARK AND 2.5 FT HC1140'(0.8 M) NORTH OF A CARSONITE WITNESS POST. HC1140'STATION AND AZIMUTH MARK TO REACH HC1140'TO REACH THE STATION FROM THE INTERSECTION OF PINE STREET AND 10TH HC1140'STREET (MISSOURI ROUTE BB) IN THE DOWNTOWN AREA OF ROLLA, GO EAST ON HC1140'10TH STREET (ROUTE BB) FOR 1.3 MILES TO A GRAVEL DRIVE ON THE EAST HC1140'SIDE OF THE SUBSTATION OPPOSITE MCCUTCHEON DRIVE TO NORTH, TURN RIGHT HC1140'AND GO SOUTH ON DRIVE TO THE PERIMETER FENCE OF THE SUBSTATION AND HC1140'PARK. WALK SOUTH ALONG THE FENCE AND WEST APPROXIMATELY 110 FT HC1140'(33.5 M) TO THE STATION PER DESCRIPTION. HC1140'TO REACH THE AZIMUTH MARK FROM THE STATION FROM THE GRAVEL DRIVE AND HC1140'10TH STREET, GO WEST ON 10TH STREET FOR 0.53 MILES TO THE HC1140'INTERSECTION OF 10TH AND HOLLOWAY, TURN RIGHT AND GO NORTH ON HC1140'HOLLOWAY FOR 0.1 MILES, TURN RIGHT INTO THE GRAVEL DRIVE FOR BER JUAN HC1140'PARK OPPOSITE 12TH STREET AND PARK. WALK SOUTH FOR 24 FT (7.3 M) TO HC1140'THE AZIMUTH MARK AS PER DESCRIPTION. HC1140'SPECIAL INFORMATION HC1140 HC1140 STATION RECOVERY (1991) HC1140 HC1140'RECOVERED 1991 HC1140'RECOVERED IN GOOD CONDITION. HC1140 HC1140 STATION RECOVERY (2003) HC1140 HC1140'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) HC1140'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = DECEMBER 8, 2003 HC1122 *********************************************************************** HC1122 DESIGNATION - STONEHENGE HC1122 PID - HC1122 HC1122 STATE/COUNTY- MO/PHELPS HC1122 USGS QUAD - ROLLA (1992) HC1122 HC1122 *CURRENT SURVEY CONTROL HC1122 ___________________________________________________________________ HC1122* NAD 83(1986)- 37 57 23. (N) 091 46 36. (W) SCALED HC1122* NAVD 88 - 353.808 (meters) 1160.79 (feet) ADJUSTED HC1122 ___________________________________________________________________ HC1122 GEOID HEIGHT- -30.74 (meters) GEOID99 HC1122 DYNAMIC HT - 353.548 (meters) 1159.93 (feet) COMP HC1122 MODELED GRAV- 979,885.5 (mgal) NAVD 88 HC1122 HC1122 VERT ORDER - FIRST CLASS II HC1122 HC1122.The horizontal coordinates were scaled from a topographic map and have HC1122.an estimated accuracy of +/- 6 seconds. HC1122 HC1122.The orthometric height was determined by differential leveling HC1122.and adjusted by the National Geodetic Survey in June 1991. HC1122 HC1122.The geoid height was determined by GEOID99. HC1122 HC1122.The dynamic height is computed by dividing the NAVD 88 HC1122.geopotential number by the normal gravity value computed on the HC1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC1122.degrees latitude (g = 980.6199 gals.). HC1122 HC1122.The modeled gravity was interpolated from observed gravity values. HC1122 HC1122; North East Units Estimated Accuracy HC1122;SPC MO C - 235,840. 563,570. MT (+/- 180 meters Scaled) HC1122 HC1122 SUPERSEDED SURVEY CONTROL HC1122 HC1122 NGVD 29 (10/05/93) 353.761 (m) 1160.63 (f) ADJUSTED 1 2 HC1122 HC1122.Superseded values are not recommended for survey control. HC1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC1122.See file dsdata.txt to determine how the superseded data were derived. HC1122 HC1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC074016(NAD 83) HC1122_MARKER: DH = HORIZONTAL CONTROL DISK HC1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC1122_STAMPING: UMR-STONEHENGE 1982 HC1122_MARK LOGO: NGS HC1122_MAGNETIC: N = NO MAGNETIC MATERIAL HC1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC1122+STABILITY: SURFACE MOTION HC1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HC1122+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2002 HC1122 HC1122 HISTORY - Date Condition Report By HC1122 HISTORY - 1982 MONUMENTED NGS HC1122 HISTORY - 19891016 GOOD NGS HC1122 HISTORY - 19990707 GOOD NGS HC1122 HISTORY - 20020911 GOOD INDIV HC1122 HISTORY - 20031002 GOOD INDIV HC1122 HC1122 STATION DESCRIPTION HC1122 HC1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 HC1122'IN ROLLA, AT THE INTERSECTION OF U.S. HIGHWAY 63 AND WATTS DRIVE, HC1122'NEAR THE CENTER OF A HALF SCALE MODEL OF THE STONEHENGE MONUMENT, HC1122'76.2 M (250.0 FT) SOUTH OF THE CENTER OF THE DRIVE, 26.2 M (86.0 FT) HC1122'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 23.8 M (78.1 FT) NORTH OF HC1122'THE NORTHWEST CORNER OF MCNUTT HALL, 23.0 M (75.5 FT) EAST OF THE HC1122'CENTER OF A CATCH BASIN, AND IN A CONCRETE MONUMENT THAT IS FLUSH HC1122'WITH THE GROUND SURFACE. NOTE--THE MARK IS ON THE PROPERTY OF THE HC1122'UNIVERSITY OF MISSOURI ROLLA. FOR INFORMATION CONTACT THE PHYSICAL HC1122'PLANT, 101 GENERAL SERVICES BUILDING, ROLLA, MO 65401, TELEPHONE HC1122'NUMBER 314-341-4252. HC1122 HC1122 STATION RECOVERY (1999) HC1122 HC1122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW) HC1122'RECOVERED IN GOOD CONDITION. HC1122 HC1122 STATION RECOVERY (2002) HC1122 HC1122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (DJH) HC1122'RECOVERED IN GOOD CONDITION. HC1122 HC1122 STATION RECOVERY (2003) HC1122 HC1122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (NMC) HC1122'RECOVERED IN GOOD CONDITION.