1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HC0880 *********************************************************************** HC0880 DESIGNATION - EDGAR HC0880 PID - HC0880 HC0880 STATE/COUNTY- MO/PHELPS HC0880 USGS QUAD - EDGAR SPRINGS (1954) HC0880 HC0880 *CURRENT SURVEY CONTROL HC0880 ___________________________________________________________________ HC0880* NAD 83(1997)- 37 42 25.66456(N) 091 52 01.53003(W) ADJUSTED HC0880* NAVD 88 - 370.943 (meters) 1217.00 (feet) ADJUSTED HC0880 ___________________________________________________________________ HC0880 X - -164,620.928 (meters) COMP HC0880 Y - -5,049,963.870 (meters) COMP HC0880 Z - 3,879,985.449 (meters) COMP HC0880 LAPLACE CORR- 1.45 (seconds) DEFLEC99 HC0880 ELLIP HEIGHT- 340.49 (meters) (07/19/01) GPS OBS HC0880 GEOID HEIGHT- -30.46 (meters) GEOID99 HC0880 DYNAMIC HT - 370.656 (meters) 1216.06 (feet) COMP HC0880 MODELED GRAV- 979,846.5 (mgal) NAVD 88 HC0880 HC0880 HORZ ORDER - B HC0880 VERT ORDER - SECOND CLASS II HC0880 ELLP ORDER - FOURTH CLASS I HC0880 HC0880.The horizontal coordinates were established by GPS observations HC0880.and adjusted by the National Geodetic Survey in July 2001. HC0880 HC0880.The orthometric height was determined by differential leveling HC0880.and adjusted by the National Geodetic Survey in August 2001. HC0880 HC0880.Photographs are available for this station. HC0880 HC0880.The X, Y, and Z were computed from the position and the ellipsoidal ht. HC0880 HC0880.The Laplace correction was computed from DEFLEC99 derived deflections. HC0880 HC0880.The ellipsoidal height was determined by GPS observations HC0880.and is referenced to NAD 83. HC0880 HC0880.The geoid height was determined by GEOID99. HC0880 HC0880.The dynamic height is computed by dividing the NAVD 88 HC0880.geopotential number by the normal gravity value computed on the HC0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC0880.degrees latitude (g = 980.6199 gals.). HC0880 HC0880.The modeled gravity was interpolated from observed gravity values. HC0880 HC0880; North East Units Scale Converg. HC0880;SPC MO C - 208,116.088 555,806.812 MT 0.99997168 +0 23 13.6 HC0880;SPC MO E - 208,807.252 129,454.145 MT 1.00011226 -0 50 10.5 HC0880;UTM 15 - 4,173,925.084 599,862.246 MT 0.99972283 +0 41 34.7 HC0880 HC0880: Primary Azimuth Mark Grid Az HC0880:SPC MO C - EDGAR AZ MK 349 43 42.7 HC0880:SPC MO E - EDGAR AZ MK 350 57 06.8 HC0880:UTM 15 - EDGAR AZ MK 349 25 21.6 HC0880 HC0880|---------------------------------------------------------------------| HC0880| PID Reference Object Distance Geod. Az | HC0880| dddmmss.s | HC0880| AJ3109 EDGAR RM 1 45.836 METERS 24509 | HC0880| AJ3108 EDGAR RM 2 41.437 METERS 31547 | HC0880| AJ3110 CENSUS 2000 115.091 METERS 33237 | HC0880| HC1101 EDGAR AZ MK 3500656.3 | HC0880|---------------------------------------------------------------------| HC0880 HC0880 SUPERSEDED SURVEY CONTROL HC0880 HC0880 NAD 83(1997)- 37 42 25.66376(N) 091 52 01.52851(W) AD( ) 2 HC0880 NAD 83(1986)- 37 42 25.67760(N) 091 52 01.52563(W) AD( ) 2 HC0880 NAD 27 - 37 42 25.53000(N) 091 52 00.96200(W) AD( ) 2 HC0880 HC0880.Superseded values are not recommended for survey control. HC0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC0880.See file dsdata.txt to determine how the superseded data were derived. HC0880 HC0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9986273925(NAD 83) HC0880_MARKER: DS = TRIANGULATION STATION DISK HC0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0880_STAMPING: EDGAR 1947 HC0880_MARK LOGO: CGS HC0880_MAGNETIC: N = NO MAGNETIC MATERIAL HC0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC0880+STABILITY: SURFACE MOTION HC0880 HC0880 HISTORY - Date Condition Report By HC0880 HISTORY - 1947 MONUMENTED CGS HC0880 HISTORY - 19840504 GOOD NGS HC0880 HISTORY - 20010501 GOOD NGS HC0880 HC0880 STATION DESCRIPTION HC0880 HC0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG) HC0880'STATION IS LOCATED ABOUT 0.3 MILE NORTH OF THE POST OFFICE IN HC0880'EDGAR SPRINGS, NEAR A STANDARD SERVICE FILLING STATION AND ABOUT HC0880'100 FT. EAST OF U.S. HIGHWAY NO 63. IT IS 108 FT. EAST OF THE HC0880'APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO 63, 73.8 FT. NORTH HC0880'OF THE NORTHWEST CORNER OF THE FILLING STATION BUILDING, 15.3 HC0880'FT. SOUTH OF A FENCE AND 14.8 FT. SOUTH OF A WHITE WITNESS POST. HC0880'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED HC0880'EDGAR 1947. HC0880' HC0880'REFERENCE MARK NO 1 IS 150.38 FT. WEST OF THE STATION, 42 FT. HC0880'WEST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO 63, 17.6 HC0880'FT. NORTH OF A CORNER POST, 0.9 FT. EAST OF A FENCE AND 3.3 HC0880'FT. SOUTH OF A TELEPHONE POLE. THE MARK PROJECTS ABOUT 2 HC0880'INCHES AND THE DISK IS STAMPED EDGAR NO 1 1947. HC0880' HC0880'REFERENCE MARK NO 2 IS 136.00 FT. NORTHWEST OF THE STATION, 44 HC0880'FT. EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY NO HC0880'63 AND 1.2 FT. WEST OF A ROUND CORNER OF A FENCE. THE MARK HC0880'PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED EDGAR NO 2 HC0880'1947. HC0880' HC0880'AZIMUTH MARK IS 0.2 MILE NORTH NORTH-WEST OF THE STATION, HC0880'42 FT. EAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY HC0880'NO 63, 9.7 FT. SOUTH OF A TELEPHONE POLE, 5 FT. EAST OF A HC0880'FENCE AND 1.6 FT. SOUTHEAST OF A WHITE WITNESS POST. THE MARK HC0880'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EDGAR 1947. HC0880' HC0880'TO REACH STATION FROM THE POST OFFICE IN EDGAR SPRINGS, GO HC0880'NORTH ON U.S. HIGHWAY NO 63 FOR 0.3 MILE TO A STANDARD SERVICE HC0880'FILLING STATION ON RIGHT AND ALSO STATION ON RIGHT OR EAST OF HC0880'HIGHWAY AS DESCRIBED. HC0880' HC0880'TO REACH AZIMUTH FROM STATION, CONTINUE NORTH ON U.S. HIGHWAY HC0880'NO 63 FOR 0.2 MILE TO AZIMUTH ON RIGHT OR EAST OF HIGHWAY AS HC0880'DESCRIBED. HC0880' HC0880'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. HC0880 HC0880 STATION RECOVERY (1984) HC0880 HC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN) HC0880'SURFACE STATION MARK, RM 1, 2 AND THE AZ MK WERE RECOVERED IN GOOD HC0880'CONDITION. THE AZ MK IS OBSTRUCTED BY A HOUSE. NO SUITABLE LOCATION HC0880'FOR AN AZ MK WAS FOUND BUT A NEW ALIGNMENT OF U.S HWY 63 IS BEING HC0880'BUILT TO THE W. AFTER THE NEW HWY IS BUILT IT WLL PROBABLY BE HC0880'POSSIBLE TO SET A NEW AZ TO THE WNW. THE ANGLE BETWEEN THE RMS AGREED HC0880'WITH 1947 DATA AS DID THE DISTANCES TO THE MARK. A NEW DESCRIPTION HC0880'FOLLOWS. THE STATION IS LOCATED IN EDGAR SPRINGS, 0.3 MI (0.5 KM) N HC0880'OF THE POST OFFICE ALONG OLD U.S HWY 63, AT A GASOLINE STATION AND ON HC0880'PROPERTY OWNED BY MR MARVIN MACE, ROUTE 1, BOX 3, EDGAR SPRINGS, HC0880'MISSOURI 65462. MR MACE LIVES IN THE HOUSE JUST N OF THE STATION. HC0880' HC0880'THE STATION IS A STANDARD CGS DISK STAMPED---EDGAR 1947---, SET INTO HC0880'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, HC0880'RECESSED 05 INCHES, 013 CM, BELOW THE GROUND. THE STATION IS LOCATED HC0880'108.0 FT (32.9 M) E FROM THE CENTERLINE OF THE HWY AND UNDER A HC0880'DRIVEWAY, 103.8 FT (31.6 M) SSE FROM THE SW CORNER OF A HOUSE, 41.0 FT HC0880'(12.5 M) SE FROM A POWERLINE POLE NUMBERED 23 36 11, 35.2 FT (10.7 M) HC0880'NNW FROM THE NW CORNER OF A METAL GARAGE BUILDING. RM NO 01, IS A HC0880'STANDARD CGS DISK STAMPED---EDGAR NO 1 1947---, SET INTO THE TOP OF A HC0880'SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, FLUSH WITH HC0880'GROUND. THE STATION IS LOCATED 61.8 FT (18.8 M) ESE FROM THE SE HC0880'CORNER OF A HOUSE, 40.0 FT (12.2 M) W FROM THE CENTERLINE OF THE ROAD, HC0880'14.9 FT (4.5 M) N FROM A TELEPHONE CABLE POLE. RM NO 02, IS A HC0880'STANDARD CGS DISK STAMPED---EDGAR NO 2 1947---, SET INTO THE TOP OF A HC0880'SQUARE CONCRETE MONUMENT, 12 INCHES, (30 CM) IN DIAMETER, PROJECTING HC0880'03 INCHES, 008 CM, ABOVE THE GROUND. THE STATION IS LOCATED 62.5 FT HC0880'(19.1 M) WNW FROM THE SW CORNER OF THE HOUSE, 100.5 FT (30.6 M) NNW HC0880'FROM THE POWERLINE POLE NUMBERED 23 36 11, 45.0 FT (13.7 M) E FROM THE HC0880'CENTERLINE OF THE HWY, 1.0 FT (0.3 M) LOWER THAN THE STATION. HC0880 HC0880 STATION RECOVERY (2001) HC0880 HC0880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD) HC0880'19.5 MILES (31.4 KM) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF HC0880'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M, HC0880'THENCE 0.05 EAST ALONG COUNTY ROAD FF TO A Y JUNCTION, CONTINUE SOUTH HC0880'ALONG COUNTY ROAD FF FOR 0.05 MILE (0.08 KM) TO MARK ON LEFT UP A HC0880'GRAVEL DRIVEWAY AND ON THE RIGHT, ALSO CAN BE REACHED BY GOING 0.25 HC0880'MILE (0.40 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST OFFICE IN HC0880'EDGAR SPRINGS. 35.0 FT (10.7 M) NORTH OF NORTHWEST CORNER OF BUILDING HC0880'FOR A CAR WASH. 136.0 FT (41.5 M) EAST-SOUTHEAST OF BM EDGAR RM 2 HC0880'117.5 FT (35.8 M) EAST OF CENTERLINE OF COUNTY ROAD FF, 40.7 FT (12.4 HC0880'M) SOUTHEAST OF A POWER POLE WITH ONE TRANSFORMER AND NIGHT LIGHT AND HC0880'GUY WIRE NUMBER INTER COUNTY ELECTRIC 52013. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ3109 *********************************************************************** AJ3109 DESIGNATION - EDGAR RM 1 AJ3109 PID - AJ3109 AJ3109 STATE/COUNTY- MO/PHELPS AJ3109 USGS QUAD - EDGAR SPRINGS (1954) AJ3109 AJ3109 *CURRENT SURVEY CONTROL AJ3109 ___________________________________________________________________ AJ3109* NAD 83(1986)- 37 42 26. (N) 091 52 02. (W) SCALED AJ3109* NAVD 88 - 369.873 (meters) 1213.49 (feet) ADJUSTED AJ3109 ___________________________________________________________________ AJ3109 GEOID HEIGHT- -30.46 (meters) GEOID99 AJ3109 DYNAMIC HT - 369.588 (meters) 1212.56 (feet) COMP AJ3109 MODELED GRAV- 979,846.5 (mgal) NAVD 88 AJ3109 AJ3109 VERT ORDER - SECOND CLASS II AJ3109 AJ3109.The horizontal coordinates were scaled from a topographic map and have AJ3109.an estimated accuracy of +/- 6 seconds. AJ3109 AJ3109.The orthometric height was determined by differential leveling AJ3109.and adjusted by the National Geodetic Survey in August 2001. AJ3109 AJ3109.Photographs are available for this station. AJ3109 AJ3109.The geoid height was determined by GEOID99. AJ3109 AJ3109.The dynamic height is computed by dividing the NAVD 88 AJ3109.geopotential number by the normal gravity value computed on the AJ3109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3109.degrees latitude (g = 980.6199 gals.). AJ3109 AJ3109.The modeled gravity was interpolated from observed gravity values. AJ3109 AJ3109; North East Units Estimated Accuracy AJ3109;SPC MO C - 208,130. 555,800. MT (+/- 180 meters Scaled) AJ3109 AJ3109 SUPERSEDED SURVEY CONTROL AJ3109 AJ3109.No superseded survey control is available for this station. AJ3109 AJ3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB998739(NAD 83) AJ3109_MARKER: DR = REFERENCE MARK DISK AJ3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3109_STAMPING: EDGAR NO 1 1947 AJ3109_MARK LOGO: CGS AJ3109_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3109+STABILITY: SURFACE MOTION AJ3109 AJ3109 HISTORY - Date Condition Report By AJ3109 HISTORY - 1947 MONUMENTED CGS AJ3109 HISTORY - 19840504 GOOD NGS AJ3109 HISTORY - 20010501 GOOD NGS AJ3109 AJ3109 STATION DESCRIPTION AJ3109 AJ3109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) AJ3109'RM O 01, IS A STANDARD CGS DISK STAMPED---EDGAR NO 1 1947---, SET INTO AJ3109'THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER, AJ3109'FLUSH WITH GROUND. THE STATION IS LOCATED 61.8 FT (18.8 M) ESE FROM AJ3109'THE SE CORNER OF A HOUSE, 40.0 FT (12.2 M) W FROM THE CENTERLINE OF AJ3109'THE ROAD, 14.9 FT (4.5 M) N FROM A TELEPHONE CABLE POLE. AJ3109 AJ3109 STATION RECOVERY (2001) AJ3109 AJ3109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD) AJ3109'19.5 MILES (31.4 KM) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF AJ3109'KINGS HIGHWAY IN ROLLA, TO THE JUNCTION FOR COUNTY ROADS FF AND M, AJ3109'THENCE 0.05 MILE (0.08 KM) EAST ALONG COUNTY ROAD FF TO A Y JUNCTION, AJ3109'CONTINUE 0.05 MILE (0.08 KM) SOUTH ALONG COUNTY ROAD FF TO MARK ON AJ3109'RIGHT, ALSO CAN BE REACHED BY GOING 0.25 MI, (0.40 KM) NORTH ALONG AJ3109'COUNTY ROAD FF FROM THE POST OFFICE IN EDGAR SPRINGS. 40.0 FT (12.2 AJ3109'M) WEST OF CENTERLINE OF COUNTY ROAD FF 14.5 FT (4.4 M) NORTH OF A AJ3109'POWER POLE WITH GUY WIRE 81.8 FT (24.9 M) SOUTH OF CENTERLINE OF A AJ3109'EAST-WEST DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ3108 *********************************************************************** AJ3108 DESIGNATION - EDGAR RM 2 AJ3108 PID - AJ3108 AJ3108 STATE/COUNTY- MO/PHELPS AJ3108 USGS QUAD - EDGAR SPRINGS (1954) AJ3108 AJ3108 *CURRENT SURVEY CONTROL AJ3108 ___________________________________________________________________ AJ3108* NAD 83(1997)- 37 42 26.62783(N) 091 52 02.70977(W) ADJUSTED AJ3108* NAVD 88 - 369.808 (meters) 1213.28 (feet) ADJUSTED AJ3108 ___________________________________________________________________ AJ3108 X - -164,649.190 (meters) COMP AJ3108 Y - -5,049,943.879 (meters) COMP AJ3108 Z - 3,880,008.255 (meters) COMP AJ3108 LAPLACE CORR- 1.45 (seconds) DEFLEC99 AJ3108 ELLIP HEIGHT- 339.36 (meters) (07/19/01) GPS OBS AJ3108 GEOID HEIGHT- -30.46 (meters) GEOID99 AJ3108 DYNAMIC HT - 369.522 (meters) 1212.34 (feet) COMP AJ3108 MODELED GRAV- 979,846.6 (mgal) NAVD 88 AJ3108 AJ3108 HORZ ORDER - B AJ3108 VERT ORDER - SECOND CLASS II AJ3108 ELLP ORDER - FOURTH CLASS I AJ3108 AJ3108.The horizontal coordinates were established by GPS observations AJ3108.and adjusted by the National Geodetic Survey in July 2001. AJ3108 AJ3108.The orthometric height was determined by differential leveling AJ3108.and adjusted by the National Geodetic Survey in August 2001. AJ3108 AJ3108.Photographs are available for this station. AJ3108 AJ3108.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ3108 AJ3108.The Laplace correction was computed from DEFLEC99 derived deflections. AJ3108 AJ3108.The ellipsoidal height was determined by GPS observations AJ3108.and is referenced to NAD 83. AJ3108 AJ3108.The geoid height was determined by GEOID99. AJ3108 AJ3108.The dynamic height is computed by dividing the NAVD 88 AJ3108.geopotential number by the normal gravity value computed on the AJ3108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AJ3108.degrees latitude (g = 980.6199 gals.). AJ3108 AJ3108.The modeled gravity was interpolated from observed gravity values. AJ3108 AJ3108; North East Units Scale Converg. AJ3108;SPC MO C - 208,145.590 555,777.716 MT 0.99997164 +0 23 12.9 AJ3108;UTM 15 - 4,173,954.423 599,833.000 MT 0.99972276 +0 41 34.0 AJ3108 AJ3108|---------------------------------------------------------------------| AJ3108| PID Reference Object Distance Geod. Az | AJ3108| dddmmss.s | AJ3108| AJ3110 CENSUS 2000 76.379 METERS 34140 | AJ3108|---------------------------------------------------------------------| AJ3108 AJ3108 SUPERSEDED SURVEY CONTROL AJ3108 AJ3108 NAVD 88 (07/19/01) 369.81 (m) 1213.3 (f) LEVELING 3 AJ3108 AJ3108.Superseded values are not recommended for survey control. AJ3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ3108.See file dsdata.txt to determine how the superseded data were derived. AJ3108 AJ3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB9983373954(NAD 83) AJ3108_MARKER: DR = REFERENCE MARK DISK AJ3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AJ3108_STAMPING: EDGAR NO 2 1947 AJ3108_MARK LOGO: CGS AJ3108_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3108+STABILITY: SURFACE MOTION AJ3108 AJ3108 HISTORY - Date Condition Report By AJ3108 HISTORY - 1947 MONUMENTED CGS AJ3108 HISTORY - 19840504 GOOD NGS AJ3108 HISTORY - 20010501 GOOD NGS AJ3108 AJ3108 STATION DESCRIPTION AJ3108 AJ3108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN) AJ3108'RM NO 02, IS A STANDARD CGS DISK STAMPED---EDGAR NO 2 1947---, SET AJ3108'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN AJ3108'DIAMETER, PROJECTING 03 INCHES, 008 CM, ABOVE THE GROUND. THE STATION AJ3108'IS LOCATED 62.5 FT (19.1 M) WNW FROM THE SW CORNER OF THE HOUSE, 100.5 AJ3108'FT (30.6 M) NNW FROM THE POWERLINE POLE NUMBERED 23 36 11, 45.0 FT AJ3108'(13.7 M) E FROM THE CENTERLINE OF THE HWY, AND 1.0 FT (0.3 M) LOWER AJ3108'THAN THE STATION. AJ3108 AJ3108 STATION RECOVERY (2001) AJ3108 AJ3108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRD) AJ3108'19.5 MILES (31.4 KM) SOUTH ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF AJ3108'KINGS HIGHWAY IN ROLLA TO THE JUNCTION FOR COUNTY ROADS FF AND M, AJ3108'THENCE 0.05 MILE (0.08 KM) EAST ALONG COUNTY ROAD FF TO A Y JUNCTION AJ3108'CONTINUE 0.05 MILE (0.08 KM) SOUTH ALONG COUNTY ROAD FF TO BM ON LEFT, AJ3108'IN THE YARD FOR THE RESIDENCE FOR 160 BROADWAY, ALSO CAN BE REACHED BY AJ3108'GOING 0.25 MI (0.40 KM) NORTH ALONG COUNTY ROAD FF FROM THE POST AJ3108'OFFICE IN EDGAR SPRINGS. 45.3 FT (13.8 M) EAST OF CENTERLINE OF AJ3108'COUNTY ROAD FF. 62.0 FT (18.9 M) WEST OF SOUTHWEST CORNER OF A BROWN AJ3108'HOUSE AND NUMBER 160 BROADWAY, 100.8 FT (30.7 M) NORTHWEST OF A POWER AJ3108'POLE WITH ONE TRANSFORMER AND NIGHT LIGHT AND ONE GUY WIRE NUMBER AJ3108'INTER COUNTY ELECTRIC 52013. 1.7 FT (0.5 M) NORTH OF A PLASTRIC ROUND AJ3108'PIPE WITH NOTICE OF BURIED CABLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HC1110 *********************************************************************** HC1110 DESIGNATION - P 225 RESET HC1110 PID - HC1110 HC1110 STATE/COUNTY- MO/PHELPS HC1110 USGS QUAD - ROLLA (1992) HC1110 HC1110 *CURRENT SURVEY CONTROL HC1110 ___________________________________________________________________ HC1110* NAD 83(1986)- 37 55 35. (N) 091 46 47. (W) SCALED HC1110* NAVD 88 - 334.040 (meters) 1095.93 (feet) ADJUSTED HC1110 ___________________________________________________________________ HC1110 GEOID HEIGHT- -30.70 (meters) GEOID99 HC1110 DYNAMIC HT - 333.794 (meters) 1095.12 (feet) COMP HC1110 MODELED GRAV- 979,883.4 (mgal) NAVD 88 HC1110 HC1110 VERT ORDER - FIRST CLASS II HC1110 HC1110.The horizontal coordinates were scaled from a topographic map and have HC1110.an estimated accuracy of +/- 6 seconds. HC1110 HC1110.The orthometric height was determined by differential leveling HC1110.and adjusted by the National Geodetic Survey in June 1991. HC1110 HC1110.The geoid height was determined by GEOID99. HC1110 HC1110.The dynamic height is computed by dividing the NAVD 88 HC1110.geopotential number by the normal gravity value computed on the HC1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HC1110.degrees latitude (g = 980.6199 gals.). HC1110 HC1110.The modeled gravity was interpolated from observed gravity values. HC1110 HC1110; North East Units Estimated Accuracy HC1110;SPC MO C - 232,510. 563,320. MT (+/- 180 meters Scaled) HC1110 HC1110 SUPERSEDED SURVEY CONTROL HC1110 HC1110 NGVD 29 (10/05/93) 333.993 (m) 1095.78 (f) ADJUSTED 1 2 HC1110 HC1110.Superseded values are not recommended for survey control. HC1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC1110.See file dsdata.txt to determine how the superseded data were derived. HC1110 HC1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB072983(NAD 83) HC1110_MARKER: DB = BENCH MARK DISK HC1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC1110_STAMPING: P 225 RESET 1979 HC1110_MARK LOGO: CGS HC1110_MAGNETIC: N = NO MAGNETIC MATERIAL HC1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC1110+STABILITY: SURFACE MOTION HC1110 HC1110 HISTORY - Date Condition Report By HC1110 HISTORY - 1979 MONUMENTED NGS HC1110 HISTORY - 19890718 GOOD NGS HC1110 HC1110 STATION DESCRIPTION HC1110 HC1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 HC1110'4.6 KM 2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION HC1110'WITH INTERSTATE HIGHWAY 44 IN ROLLA, 18.3 M (60.0 FT) EAST OF THE HC1110'CENTERLINE OF THE HIGHWAY, 8.2 M (26.9 FT) NORTHEAST OF THE SOUTHEAST HC1110'END OF A 36-INCH PIPE CULVERT, 3.6 M (11.8 FT) NORTH OF THE EXTENDED HC1110'CENTER OF BASSWOOD DRIVE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HC1110'HIGHWAY, 1.2 M (3.9 FT) SOUTH OF A UTILITY POLE, 0.4 M (1.3 FT) WEST HC1110'OF A YELLOW RIGHT-OF-WAY POST, AND IN A CONCRETE MONUMENT THAT HC1110'PROJECTS 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.