1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0934 *********************************************************************** JC0934 DESIGNATION - B 234 JC0934 PID - JC0934 JC0934 STATE/COUNTY- MO/MARIES JC0934 USGS QUAD - FREEBURG (1981) JC0934 JC0934 *CURRENT SURVEY CONTROL JC0934 ___________________________________________________________________ JC0934* NAD 83(1986)- 38 16 23. (N) 091 56 02. (W) SCALED JC0934* NAVD 88 - 283.498 (meters) 930.11 (feet) ADJUSTED JC0934 ___________________________________________________________________ JC0934 GEOID HEIGHT- -31.52 (meters) GEOID03 JC0934 DYNAMIC HT - 283.301 (meters) 929.46 (feet) COMP JC0934 MODELED GRAV- 979,925.5 (mgal) NAVD 88 JC0934 JC0934 VERT ORDER - FIRST CLASS II JC0934 JC0934.The horizontal coordinates were scaled from a topographic map and have JC0934.an estimated accuracy of +/- 6 seconds. JC0934 JC0934.The orthometric height was determined by differential leveling JC0934.and adjusted by the National Geodetic Survey in June 1991. JC0934 JC0934.The geoid height was determined by GEOID03. JC0934 JC0934.The dynamic height is computed by dividing the NAVD 88 JC0934.geopotential number by the normal gravity value computed on the JC0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0934.degrees latitude (g = 980.6199 gals.). JC0934 JC0934.The modeled gravity was interpolated from observed gravity values. JC0934 JC0934; North East Units Estimated Accuracy JC0934;SPC MO C - 270,890. 549,540. MT (+/- 180 meters Scaled) JC0934 JC0934 SUPERSEDED SURVEY CONTROL JC0934 JC0934 NGVD 29 (10/05/93) 283.484 (m) 930.06 (f) ADJUSTED 1 2 JC0934 JC0934.Superseded values are not recommended for survey control. JC0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0934.See file dsdata.txt to determine how the superseded data were derived. JC0934 JC0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC932366(NAD 83) JC0934_MARKER: DB = BENCH MARK DISK JC0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0934_SP_SET: CONCRETE POST JC0934_STAMPING: B 234 1950 JC0934_MARK LOGO: CGS JC0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0934+STABILITY: SURFACE MOTION JC0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0934+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0934 JC0934 HISTORY - Date Condition Report By JC0934 HISTORY - 1950 MONUMENTED CGS JC0934 HISTORY - 19890718 GOOD NGS JC0934 HISTORY - 20050317 GOOD MODNR JC0934 JC0934 STATION DESCRIPTION JC0934 JC0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JC0934'3.3 MI S FROM FREEBURG. JC0934'3.3 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE BANK OF FREEBURG JC0934'AT FREEBURG, ALONG A NORTHEAST-SOUTHWEST LEVEL SECTION IN THE JC0934'HIGHWAY, 98 FEET WEST OF TELEPHONE POLE 694, 39.5 FEET NORTHWEST JC0934'OF THE CENTER LINE OF THE HIGHWAY, 23.5 FEET NORTHEAST OF THE JC0934'CENTER OF A WOODEN GATE, 1.3 FEET SOUTHEAST OF A FENCE, 1.7 FEET JC0934'SOUTHWEST OF A REFERENCE POST, AND SET IN THE TOP OF A CONCRETE JC0934'POST PROJECTING 0.4 FOOT ABOVE THE GROUND. JC0934 JC0934 STATION RECOVERY (1989) JC0934 JC0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0934'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 10.5 KM JC0934'(6.5 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH JC0934'STATE HIGHWAY 42 IN VIENNA, 13.9 M (45.6 FT) SOUTHWEST OF A T-FENCE JC0934'CORNER, 12.0 M (39.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, JC0934'7.2 M (23.6 FT) NORTHEAST OF THE CENTER OF A GATE AND FIELD ENTRANCE, JC0934'0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST AND FENCE, LEVEL WITH THE JC0934'HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.15 M (0.5 FT) JC0934'ABOVE THE LEVEL OF THE HIGHWAY. JC0934 JC0934 STATION RECOVERY (2005) JC0934 JC0934'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0934'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0926 *********************************************************************** JC0926 DESIGNATION - C 234 JC0926 PID - JC0926 JC0926 STATE/COUNTY- MO/MARIES JC0926 USGS QUAD - VIENNA (1981) JC0926 JC0926 *CURRENT SURVEY CONTROL JC0926 ___________________________________________________________________ JC0926* NAD 83(1986)- 38 13 16. (N) 091 56 34. (W) SCALED JC0926* NAVD 88 - 274.693 (meters) 901.22 (feet) ADJUSTED JC0926 ___________________________________________________________________ JC0926 GEOID HEIGHT- -31.41 (meters) GEOID03 JC0926 DYNAMIC HT - 274.501 (meters) 900.59 (feet) COMP JC0926 MODELED GRAV- 979,922.8 (mgal) NAVD 88 JC0926 JC0926 VERT ORDER - FIRST CLASS II JC0926 JC0926.The horizontal coordinates were scaled from a topographic map and have JC0926.an estimated accuracy of +/- 6 seconds. JC0926 JC0926.The orthometric height was determined by differential leveling JC0926.and adjusted by the National Geodetic Survey in June 1991. JC0926 JC0926.The geoid height was determined by GEOID03. JC0926 JC0926.The dynamic height is computed by dividing the NAVD 88 JC0926.geopotential number by the normal gravity value computed on the JC0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0926.degrees latitude (g = 980.6199 gals.). JC0926 JC0926.The modeled gravity was interpolated from observed gravity values. JC0926 JC0926; North East Units Estimated Accuracy JC0926;SPC MO C - 265,120. 548,790. MT (+/- 180 meters Scaled) JC0926 JC0926 SUPERSEDED SURVEY CONTROL JC0926 JC0926 NGVD 29 (??/??/92) 274.671 (m) 901.15 (f) ADJ UNCH 1 2 JC0926 JC0926.Superseded values are not recommended for survey control. JC0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0926.See file dsdata.txt to determine how the superseded data were derived. JC0926 JC0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925308(NAD 83) JC0926_MARKER: DB = BENCH MARK DISK JC0926_SETTING: 66 = SET IN ROCK OUTCROP JC0926_SP_SET: IN A DRILL HOLE IN BEDROCK JC0926_STAMPING: C 234 1950 JC0926_MARK LOGO: CGS JC0926_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC0926+STABILITY: POSITION/ELEVATION WELL JC0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0926+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0926 JC0926 HISTORY - Date Condition Report By JC0926 HISTORY - 1950 MONUMENTED CGS JC0926 HISTORY - 19890718 GOOD NGS JC0926 HISTORY - 20050317 GOOD MODNR JC0926 JC0926 STATION DESCRIPTION JC0926 JC0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JC0926'2.5 MI N FROM VIENNA. JC0926'2.5 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA, JC0926'190 FEET NORTHWEST OF TELEPHONE POLE 840, 113 FEET WEST OF JC0926'TELEPHONE POLE 839, 74 FEET WEST OF AND ABOUT 10 FEET HIGHER THAN JC0926'THE CENTER LINE OF THE HIGHWAY, 5.0 FEET NORTHEAST OF A REFERENCE JC0926'POST, AND SET IN A ROCK OUTCROP ON THE SIDE OF A HILL SLOPING JC0926'EAST TO THE HIGHWAY. JC0926 JC0926 STATION RECOVERY (1989) JC0926 JC0926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0926'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 4.0 KM (2.5 JC0926'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0926'HIGHWAY 42 IN VIENNA, IN AN AREA OF OUTCROPPING BEDROCK ON A SIDE JC0926'HILL SLOPPING EAST TO THE HIGHWAY, 61.0 M (200.1 FT) NORTH OF THE JC0926'WEST END OF A BOX CULVERT, 22.6 M (74.1 FT) WEST OF THE CENTERLINE OF JC0926'THE HIGHWAY, 6.4 M (21.0 FT) WEST OF A WITNESS POST AND FENCE, AND JC0926'3.1 M (10.2 FT) ABOVE THE LEVEL OF THE HIGHWAY. JC0926 JC0926 STATION RECOVERY (2005) JC0926 JC0926'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0926'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0924 *********************************************************************** JC0924 DESIGNATION - D 234 JC0924 PID - JC0924 JC0924 STATE/COUNTY- MO/MARIES JC0924 USGS QUAD - VIENNA (1981) JC0924 JC0924 *CURRENT SURVEY CONTROL JC0924 ___________________________________________________________________ JC0924* NAD 83(1986)- 38 11 35. (N) 091 56 51. (W) SCALED JC0924* NAVD 88 - 266.945 (meters) 875.80 (feet) ADJUSTED JC0924 ___________________________________________________________________ JC0924 GEOID HEIGHT- -31.34 (meters) GEOID03 JC0924 DYNAMIC HT - 266.757 (meters) 875.19 (feet) COMP JC0924 MODELED GRAV- 979,919.9 (mgal) NAVD 88 JC0924 JC0924 VERT ORDER - FIRST CLASS II JC0924 JC0924.The horizontal coordinates were scaled from a topographic map and have JC0924.an estimated accuracy of +/- 6 seconds. JC0924 JC0924.The orthometric height was determined by differential leveling JC0924.and adjusted by the National Geodetic Survey in June 1991. JC0924 JC0924.The geoid height was determined by GEOID03. JC0924 JC0924.The dynamic height is computed by dividing the NAVD 88 JC0924.geopotential number by the normal gravity value computed on the JC0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0924.degrees latitude (g = 980.6199 gals.). JC0924 JC0924.The modeled gravity was interpolated from observed gravity values. JC0924 JC0924; North East Units Estimated Accuracy JC0924;SPC MO C - 262,000. 548,400. MT (+/- 180 meters Scaled) JC0924 JC0924 SUPERSEDED SURVEY CONTROL JC0924 JC0924 NGVD 29 (??/??/92) 266.920 (m) 875.72 (f) ADJ UNCH 1 2 JC0924 JC0924.Superseded values are not recommended for survey control. JC0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0924.See file dsdata.txt to determine how the superseded data were derived. JC0924 JC0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC921277(NAD 83) JC0924_MARKER: DB = BENCH MARK DISK JC0924_SETTING: 66 = SET IN ROCK OUTCROP JC0924_SP_SET: IN A DRILL HOLE IN BEDROCK JC0924_STAMPING: D 234 1950 JC0924_MARK LOGO: CGS JC0924_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC0924+STABILITY: POSITION/ELEVATION WELL JC0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0924+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0924 JC0924 HISTORY - Date Condition Report By JC0924 HISTORY - 1950 MONUMENTED CGS JC0924 HISTORY - 19890718 GOOD NGS JC0924 HISTORY - 20050317 GOOD MODNR JC0924 JC0924 STATION DESCRIPTION JC0924 JC0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JC0924'0.5 MI N FROM VIENNA. JC0924'0.5 MILE NORTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA, JC0924'ABOUT 150 FEET SOUTHWEST OF A WHITE FARMHOUSE, 93 FEET SOUTH OF JC0924'THE CENTER LINE OF A PRIVATE DRIVE LEADING TO THE FARMHOUSE, JC0924'82 FEET SOUTH OF A CORNER FENCE POST, 62 FEET NORTH OF TELEPHONE JC0924'POLE 912, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 4.2 FEET JC0924'EAST OF A FENCE, SET IN AN OUTCROP OF ROCK WHICH IS ABOUT LEVEL JC0924'WITH THE GROUND. JC0924 JC0924 STATION RECOVERY (1989) JC0924 JC0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0924'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 0.8 KM (0.5 JC0924'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0924'HIGHWAY 42 IN VIENNA. DELETE--62.0 FEET NORTH OF TELEPHONE POLE JC0924'NUMBER 912, AND 4.2 FEET EAST OF A FENCE. JC0924 JC0924 STATION RECOVERY (2005) JC0924 JC0924'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0924'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0902 *********************************************************************** JC0902 DESIGNATION - E 36 JC0902 PID - JC0902 JC0902 STATE/COUNTY- MO/MARIES JC0902 USGS QUAD - PAYDOWN (1981) JC0902 JC0902 *CURRENT SURVEY CONTROL JC0902 ___________________________________________________________________ JC0902* NAD 83(1986)- 38 08 27. (N) 091 49 11. (W) SCALED JC0902* NAVD 88 - 284.372 (meters) 932.98 (feet) ADJUSTED JC0902 ___________________________________________________________________ JC0902 GEOID HEIGHT- -31.13 (meters) GEOID03 JC0902 DYNAMIC HT - 284.171 (meters) 932.32 (feet) COMP JC0902 MODELED GRAV- 979,912.8 (mgal) NAVD 88 JC0902 JC0902 VERT ORDER - FIRST CLASS II JC0902 JC0902.The horizontal coordinates were scaled from a topographic map and have JC0902.an estimated accuracy of +/- 6 seconds. JC0902 JC0902.The orthometric height was determined by differential leveling JC0902.and adjusted by the National Geodetic Survey in June 1991. JC0902.WARNING-Repeat measurements at this control monument indicate possible JC0902.vertical movement. JC0902 JC0902.The geoid height was determined by GEOID03. JC0902 JC0902.The dynamic height is computed by dividing the NAVD 88 JC0902.geopotential number by the normal gravity value computed on the JC0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0902.degrees latitude (g = 980.6199 gals.). JC0902 JC0902.The modeled gravity was interpolated from observed gravity values. JC0902 JC0902; North East Units Estimated Accuracy JC0902;SPC MO C - 256,280. 559,630. MT (+/- 180 meters Scaled) JC0902 JC0902 SUPERSEDED SURVEY CONTROL JC0902 JC0902 NGVD 29 (??/??/92) 284.345 (m) 932.89 (f) ADJ UNCH 1 2 JC0902 JC0902.Superseded values are not recommended for survey control. JC0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0902.See file dsdata.txt to determine how the superseded data were derived. JC0902 JC0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC034220(NAD 83) JC0902_MARKER: DB = BENCH MARK DISK JC0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0902_SP_SET: CONCRETE POST JC0902_STAMPING: E 36 1934 JC0902_MARK LOGO: CGS JC0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0902+STABILITY: SURFACE MOTION JC0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0902+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0902 JC0902 HISTORY - Date Condition Report By JC0902 HISTORY - 1934 MONUMENTED CGS JC0902 HISTORY - 1950 GOOD NGS JC0902 HISTORY - 1971 GOOD NGS JC0902 HISTORY - 19890718 GOOD NGS JC0902 HISTORY - 20050317 GOOD MODNR JC0902 JC0902 STATION DESCRIPTION JC0902 JC0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0902'4.4 MI NW FROM VICHY. JC0902'4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT JC0902'VICHY, ON THE OUTSIDE OF A LONG CURVE, 61 FEET SOUTH OF TELEPHONE JC0902'POLE 1282, 32 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 69 JC0902'FEET SOUTHEAST OF A CORNER FENCE POST, 12 FEET EAST OF A GUY POLE JC0902'FOR TELEPHONE POLE 1282, 1.6 FEET WEST OF A REFERENCE POST, AND JC0902'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE JC0902'GROUND. JC0902 JC0902 STATION RECOVERY (1971) JC0902 JC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 JC0902'RECOVERED IN GOOD CONDITION. JC0902 JC0902 STATION RECOVERY (1989) JC0902 JC0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0902'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 12.0 KM JC0902'(7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH JC0902'STATE HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY JC0902'ALONG A PAVED ROAD, THENCE 3.2 KM (2.0 MI) EASTERLY ALONG OLD U.S. JC0902'HIGHWAY 63, ON THE OUTSIDE OF A LONG CURVE, 69.5 M (228.0 FT) EAST OF JC0902'THE EXTENDED CENTER OF A DRIVEWAY, 9.8 M (32.2 FT) SOUTH OF THE JC0902'CENTERLINE OF THE HIGHWAY, 0.4 M (1.3 FT) WEST OF A WITNESS POST, JC0902'LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.12 JC0902'M (0.4 FT) ABOVE THE GROUND SURFACE. JC0902 JC0902 STATION RECOVERY (2005) JC0902 JC0902'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0902'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0904 *********************************************************************** JC0904 DESIGNATION - H 234 JC0904 PID - JC0904 JC0904 STATE/COUNTY- MO/MARIES JC0904 USGS QUAD - PAYDOWN (1981) JC0904 JC0904 *CURRENT SURVEY CONTROL JC0904 ___________________________________________________________________ JC0904* NAD 83(1986)- 38 08 25. (N) 091 50 14. (W) SCALED JC0904* NAVD 88 - 264.291 (meters) 867.09 (feet) ADJUSTED JC0904 ___________________________________________________________________ JC0904 GEOID HEIGHT- -31.15 (meters) GEOID03 JC0904 DYNAMIC HT - 264.105 (meters) 866.48 (feet) COMP JC0904 MODELED GRAV- 979,917.9 (mgal) NAVD 88 JC0904 JC0904 VERT ORDER - FIRST CLASS II JC0904 JC0904.The horizontal coordinates were scaled from a topographic map and have JC0904.an estimated accuracy of +/- 6 seconds. JC0904 JC0904.The orthometric height was determined by differential leveling JC0904.and adjusted by the National Geodetic Survey in June 1991. JC0904.WARNING-Repeat measurements at this control monument indicate possible JC0904.vertical movement. JC0904 JC0904.The geoid height was determined by GEOID03. JC0904 JC0904.The dynamic height is computed by dividing the NAVD 88 JC0904.geopotential number by the normal gravity value computed on the JC0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0904.degrees latitude (g = 980.6199 gals.). JC0904 JC0904.The modeled gravity was interpolated from observed gravity values. JC0904 JC0904; North East Units Estimated Accuracy JC0904;SPC MO C - 256,210. 558,100. MT (+/- 180 meters Scaled) JC0904 JC0904 SUPERSEDED SURVEY CONTROL JC0904 JC0904 NGVD 29 (10/05/93) 264.265 (m) 867.01 (f) ADJUSTED 1 2 JC0904 JC0904.Superseded values are not recommended for survey control. JC0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0904.See file dsdata.txt to determine how the superseded data were derived. JC0904 JC0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC018220(NAD 83) JC0904_MARKER: DB = BENCH MARK DISK JC0904_SETTING: 66 = SET IN ROCK OUTCROP JC0904_SP_SET: ROCK OUTCROP JC0904_STAMPING: H 234 1950 JC0904_MARK LOGO: CGS JC0904_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC0904+STABILITY: POSITION/ELEVATION WELL JC0904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0904+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0904 JC0904 HISTORY - Date Condition Report By JC0904 HISTORY - 1950 MONUMENTED CGS JC0904 HISTORY - 19890718 GOOD NGS JC0904 HISTORY - 20050317 GOOD MODNR JC0904 JC0904 STATION DESCRIPTION JC0904 JC0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JC0904'5.4 MI NW FROM VICHY. JC0904'5.4 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT JC0904'VICHY, AT A ROAD INTERSECTION, 125 FEET EAST OF THE CENTER LINE OF JC0904'A ROAD LEADING SOUTH, 115 FEET SOUTH OF TELEPHONE POLE 1247, 83 FEET JC0904'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A JC0904'REFERENCE POST, AND SET IN THE TOP OF AN OUTCROP OF ROCK WHICH IS JC0904'ABOUT LEVEL WITH THE GROUND. JC0904 JC0904 STATION RECOVERY (1989) JC0904 JC0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0904'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 12.0 KM (7.45 JC0904'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0904'HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY ALONG A JC0904'PAVED ROAD, THENCE 1.5 KM (0.95 MI) EASTERLY ALONG OLD U.S. HIGHWAY JC0904'63. DELETE--115.0 FEET SOUTH OF TELEPHONE POLE NUMBER 1247, AND 4.0 JC0904'FEET WEST OF A REFERENCE POST. ADD--16.0 M (52.5 FT) SOUTHEAST OF A JC0904'WITNESS POST AND FENCE. JC0904 JC0904 STATION RECOVERY (2005) JC0904 JC0904'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0904'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1287 *********************************************************************** JC1287 DESIGNATION - H 36 RESET JC1287 PID - JC1287 JC1287 STATE/COUNTY- MO/MARIES JC1287 USGS QUAD - VIENNA (1981) JC1287 JC1287 *CURRENT SURVEY CONTROL JC1287 ___________________________________________________________________ JC1287* NAD 83(1986)- 38 09 07. (N) 091 54 35. (W) SCALED JC1287* NAVD 88 - 262.170 (meters) 860.14 (feet) ADJUSTED JC1287 ___________________________________________________________________ JC1287 GEOID HEIGHT- -31.23 (meters) GEOID03 JC1287 DYNAMIC HT - 261.986 (meters) 859.53 (feet) COMP JC1287 MODELED GRAV- 979,919.9 (mgal) NAVD 88 JC1287 JC1287 VERT ORDER - FIRST CLASS II JC1287 JC1287.The horizontal coordinates were scaled from a topographic map and have JC1287.an estimated accuracy of +/- 6 seconds. JC1287 JC1287.The orthometric height was determined by differential leveling JC1287.and adjusted by the National Geodetic Survey in June 1991. JC1287 JC1287.The geoid height was determined by GEOID03. JC1287 JC1287.The dynamic height is computed by dividing the NAVD 88 JC1287.geopotential number by the normal gravity value computed on the JC1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1287.degrees latitude (g = 980.6199 gals.). JC1287 JC1287.The modeled gravity was interpolated from observed gravity values. JC1287 JC1287; North East Units Estimated Accuracy JC1287;SPC MO C - 257,460. 551,740. MT (+/- 180 meters Scaled) JC1287 JC1287 SUPERSEDED SURVEY CONTROL JC1287 JC1287 NGVD 29 (10/05/93) 262.144 (m) 860.05 (f) ADJUSTED 1 2 JC1287 JC1287.Superseded values are not recommended for survey control. JC1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1287.See file dsdata.txt to determine how the superseded data were derived. JC1287 JC1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC955232(NAD 83) JC1287_MARKER: DV = VERTICAL CONTROL DISK JC1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC1287_SP_SET: CONCRETE POST JC1287_STAMPING: H 36 RESET 1979 JC1287_MARK LOGO: NGS JC1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC1287+STABILITY: SURFACE MOTION JC1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1287+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1287 JC1287 HISTORY - Date Condition Report By JC1287 HISTORY - UNK MONUMENTED JC1287 HISTORY - 19890817 GOOD NGS JC1287 HISTORY - 20050317 GOOD MODNR JC1287 JC1287 STATION DESCRIPTION JC1287 JC1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 JC1287'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1287'WITH STATE HIGHWAY 42 IN VIENNA, 47.7 M (156.5 FT) SOUTH OF THE JC1287'CENTERLINE OF THE HIGHWAY, 19.4 M (63.6 FT) WEST OF THE CENTER OF A JC1287'GRAVELED ROAD, 12.5 M (41.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY, JC1287'0.5 M (1.6 FT) NORTH OF A FENCE, 0.5 M (1.6 FT) EAST OF A WITNESS JC1287'POST, LEVEL WITH THE GRAVELED ROAD, AND IN A CONCRETE MONUMENT THAT JC1287'IS FLUSH WITH THE GROUND SURFACE. JC1287 JC1287 STATION RECOVERY (2005) JC1287 JC1287'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1287'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0901 *********************************************************************** JC0901 DESIGNATION - J 234 RESET JC0901 PID - JC0901 JC0901 STATE/COUNTY- MO/MARIES JC0901 USGS QUAD - PAYDOWN (1981) JC0901 JC0901 *CURRENT SURVEY CONTROL JC0901 ___________________________________________________________________ JC0901* NAD 83(1986)- 38 08 21. (N) 091 48 33. (W) SCALED JC0901* NAVD 88 - 336.154 (meters) 1102.87 (feet) ADJUSTED JC0901 ___________________________________________________________________ JC0901 GEOID HEIGHT- -31.11 (meters) GEOID03 JC0901 DYNAMIC HT - 335.915 (meters) 1102.08 (feet) COMP JC0901 MODELED GRAV- 979,908.4 (mgal) NAVD 88 JC0901 JC0901 VERT ORDER - FIRST CLASS II JC0901 JC0901.The horizontal coordinates were scaled from a topographic map and have JC0901.an estimated accuracy of +/- 6 seconds. JC0901 JC0901.The orthometric height was determined by differential leveling JC0901.and adjusted by the National Geodetic Survey in June 1991. JC0901 JC0901.The geoid height was determined by GEOID03. JC0901 JC0901.The dynamic height is computed by dividing the NAVD 88 JC0901.geopotential number by the normal gravity value computed on the JC0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0901.degrees latitude (g = 980.6199 gals.). JC0901 JC0901.The modeled gravity was interpolated from observed gravity values. JC0901 JC0901; North East Units Estimated Accuracy JC0901;SPC MO C - 256,100. 560,560. MT (+/- 180 meters Scaled) JC0901 JC0901 SUPERSEDED SURVEY CONTROL JC0901 JC0901 NGVD 29 (10/05/93) 336.126 (m) 1102.77 (f) ADJUSTED 1 2 JC0901 JC0901.Superseded values are not recommended for survey control. JC0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0901.See file dsdata.txt to determine how the superseded data were derived. JC0901 JC0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC043219(NAD 83) JC0901_MARKER: DB = BENCH MARK DISK JC0901_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN JC0901+WITH SETTING: PAVEMENT JC0901_SP_SET: FOOTING JC0901_STAMPING: J 234 RESET 1968 JC0901_MARK LOGO: USGS JC0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0901+STABILITY: SURFACE MOTION JC0901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0901+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0901 JC0901 HISTORY - Date Condition Report By JC0901 HISTORY - 1968 MONUMENTED USGS JC0901 HISTORY - 19890718 GOOD NGS JC0901 HISTORY - 20050317 GOOD MODNR JC0901 JC0901 STATION DESCRIPTION JC0901 JC0901'DESCRIBED BY US GEOLOGICAL SURVEY 1968 JC0901'3.7 MI NW FROM VICHY. JC0901'ABOUT 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 63 FROM THE POST JC0901'OFFICE AT VICHY, AT THE VICHY FIRE TOWER, ABOUT 200 FEET SOUTHWEST JC0901'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST JC0901'CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG OF THE TOWER, JC0901'1 FOOT ABOVE THE LEVEL OF THE GROUND. NOTE-- THE OLD WOODEN JC0901'TOWER IS STILL IN PLACE AND WILL BE REMOVED SOON TO MAKE WAY FOR JC0901'A PARKING AREA. JC0901 JC0901 STATION RECOVERY (1989) JC0901 JC0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0901'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 12.0 KM (7.45 JC0901'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0901'HIGHWAY 42 IN VIENNA, THENCE 0.9 KM (0.55 MI) NORTHEASTERLY ALONG A JC0901'PAVED ROAD, THENCE 4.3 KM (2.65 MI) EASTERLY ALONG OLD U.S. HIGHWAY JC0901'63. JC0901 JC0901 STATION RECOVERY (2005) JC0901 JC0901'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0901'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1746 *********************************************************************** JC1746 DESIGNATION - J 337 JC1746 PID - JC1746 JC1746 STATE/COUNTY- MO/MARIES JC1746 USGS QUAD - PAYDOWN (1981) JC1746 JC1746 *CURRENT SURVEY CONTROL JC1746 ___________________________________________________________________ JC1746* NAD 83(1986)- 38 08 22. (N) 091 52 26. (W) SCALED JC1746* NAVD 88 - 192.471 (meters) 631.47 (feet) ADJUSTED JC1746 ___________________________________________________________________ JC1746 GEOID HEIGHT- -31.18 (meters) GEOID03 JC1746 DYNAMIC HT - 192.336 (meters) 631.02 (feet) COMP JC1746 MODELED GRAV- 979,921.5 (mgal) NAVD 88 JC1746 JC1746 VERT ORDER - FIRST CLASS II JC1746 JC1746.The horizontal coordinates were scaled from a topographic map and have JC1746.an estimated accuracy of +/- 6 seconds. JC1746 JC1746.The orthometric height was determined by differential leveling JC1746.and adjusted by the National Geodetic Survey in June 1991. JC1746 JC1746.The geoid height was determined by GEOID03. JC1746 JC1746.The dynamic height is computed by dividing the NAVD 88 JC1746.geopotential number by the normal gravity value computed on the JC1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1746.degrees latitude (g = 980.6199 gals.). JC1746 JC1746.The modeled gravity was interpolated from observed gravity values. JC1746 JC1746; North East Units Estimated Accuracy JC1746;SPC MO C - 256,090. 554,890. MT (+/- 180 meters Scaled) JC1746 JC1746 SUPERSEDED SURVEY CONTROL JC1746 JC1746 NGVD 29 (10/05/93) 192.444 (m) 631.38 (f) ADJUSTED 1 2 JC1746 JC1746.Superseded values are not recommended for survey control. JC1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1746.See file dsdata.txt to determine how the superseded data were derived. JC1746 JC1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC986218(NAD 83) JC1746_MARKER: I = METAL ROD JC1746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JC1746_SP_SET: STAINLESS STEEL ROD JC1746_STAMPING: J 337 1986 JC1746_MARK LOGO: NGS JC1746_PROJECTION: FLUSH JC1746_MAGNETIC: I = MARKER IS A STEEL ROD JC1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JC1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1746+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1746_ROD/PIPE-DEPTH: 6.7 meters JC1746 JC1746 HISTORY - Date Condition Report By JC1746 HISTORY - 1986 MONUMENTED NGS JC1746 HISTORY - 20050317 GOOD MODNR JC1746 JC1746 STATION DESCRIPTION JC1746 JC1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1746'10.1 KM (6.26 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1746'WITH STATE HIGHWAY 42 IN VIENNA, 0.6 KM (0.35 MI) NORTHWEST OF A JC1746'HIGHLINE CROSSING THE HIGHWAY, 37.0 M (121.4 FT) SOUTHWEST OF THE JC1746'CENTERLINE OF THE HIGHWAY, 3.7 M (12.1 FT) NORTHWEST OF THE CENTER OF JC1746'A FIELD ENTRANCE AND GATE, 3.7 M (12.1 FT) BELOW THE LEVEL OF THE JC1746'HIGHWAY, 0.9 M (3.0 FT) NORTHWEST OF THE NORTHWEST GATE POST, AND 0.3 JC1746'M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO JC1746'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. JC1746 JC1746 STATION RECOVERY (2005) JC1746 JC1746'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1746'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0918 *********************************************************************** JC0918 DESIGNATION - J 36 JC0918 PID - JC0918 JC0918 STATE/COUNTY- MO/MARIES JC0918 USGS QUAD - VIENNA (1981) JC0918 JC0918 *CURRENT SURVEY CONTROL JC0918 ___________________________________________________________________ JC0918* NAD 83(1986)- 38 09 05. (N) 091 55 57. (W) SCALED JC0918* NAVD 88 - 268.206 (meters) 879.94 (feet) ADJUSTED JC0918 ___________________________________________________________________ JC0918 GEOID HEIGHT- -31.23 (meters) GEOID03 JC0918 DYNAMIC HT - 268.017 (meters) 879.32 (feet) COMP JC0918 MODELED GRAV- 979,917.4 (mgal) NAVD 88 JC0918 JC0918 VERT ORDER - FIRST CLASS II JC0918 JC0918.The horizontal coordinates were scaled from a topographic map and have JC0918.an estimated accuracy of +/- 6 seconds. JC0918 JC0918.The orthometric height was determined by differential leveling JC0918.and adjusted by the National Geodetic Survey in June 1991. JC0918.WARNING-Repeat measurements at this control monument indicate possible JC0918.vertical movement. JC0918 JC0918.The geoid height was determined by GEOID03. JC0918 JC0918.The dynamic height is computed by dividing the NAVD 88 JC0918.geopotential number by the normal gravity value computed on the JC0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0918.degrees latitude (g = 980.6199 gals.). JC0918 JC0918.The modeled gravity was interpolated from observed gravity values. JC0918 JC0918; North East Units Estimated Accuracy JC0918;SPC MO C - 257,390. 549,740. MT (+/- 180 meters Scaled) JC0918 JC0918 SUPERSEDED SURVEY CONTROL JC0918 JC0918 NGVD 29 (??/??/92) 268.179 (m) 879.85 (f) ADJ UNCH 1 2 JC0918 JC0918.Superseded values are not recommended for survey control. JC0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0918.See file dsdata.txt to determine how the superseded data were derived. JC0918 JC0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC935231(NAD 83) JC0918_MARKER: DB = BENCH MARK DISK JC0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0918_SP_SET: CONCRETE POST JC0918_STAMPING: J 36 1934 JC0918_MARK LOGO: CGS JC0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0918+STABILITY: SURFACE MOTION JC0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0918+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0918 JC0918 HISTORY - Date Condition Report By JC0918 HISTORY - 1934 MONUMENTED CGS JC0918 HISTORY - 1950 GOOD NGS JC0918 HISTORY - 19890718 GOOD NGS JC0918 HISTORY - 20050317 GOOD MODNR JC0918 JC0918 STATION DESCRIPTION JC0918 JC0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0918'2.7 MI SE FROM VIENNA. JC0918'2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA, JC0918'AT THE EAST POINT OF THE JUNCTION OF U.S. HIGHWAY 63 AND STATE JC0918'HIGHWAY 28, 84 FEET NORTHEAST OF BENCH MARK TTS 26 B(U.S.G.S.), JC0918'29 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 63, 23.5 FEET JC0918'NORTHWEST OF THE EXTENDED CENTER LINE OF STATE HIGHWAY 28, 10 JC0918'FEET EAST OF TELEPHONE POLE 1023, 1.8 FEET WEST OF A REFERENCE POST, JC0918'1.5 FEET SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST JC0918'PROJECTING 0.2 FOOT ABOVE THE GROUND. JC0918 JC0918 STATION RECOVERY (1989) JC0918 JC0918'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0918'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 4.3 KM (2.65 JC0918'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0918'HIGHWAY 42 IN VIENNA. DELETE--1.5 FEET SOUTH OF A FENCE. ADD--1.0 M JC0918'(3.3 FT) WEST OF A FENCE. JC0918 JC0918 STATION RECOVERY (2005) JC0918 JC0918'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0918'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0920 *********************************************************************** JC0920 DESIGNATION - K 36 JC0920 PID - JC0920 JC0920 STATE/COUNTY- MO/MARIES JC0920 USGS QUAD - VIENNA (1981) JC0920 JC0920 *CURRENT SURVEY CONTROL JC0920 ___________________________________________________________________ JC0920* NAD 83(1986)- 38 09 45. (N) 091 56 36. (W) SCALED JC0920* NAVD 88 - 296.332 (meters) 972.22 (feet) ADJUSTED JC0920 ___________________________________________________________________ JC0920 GEOID HEIGHT- -31.27 (meters) GEOID03 JC0920 DYNAMIC HT - 296.124 (meters) 971.53 (feet) COMP JC0920 MODELED GRAV- 979,917.0 (mgal) NAVD 88 JC0920 JC0920 VERT ORDER - FIRST CLASS II JC0920 JC0920.The horizontal coordinates were scaled from a topographic map and have JC0920.an estimated accuracy of +/- 6 seconds. JC0920 JC0920.The orthometric height was determined by differential leveling JC0920.and adjusted by the National Geodetic Survey in June 1991. JC0920.WARNING-Repeat measurements at this control monument indicate possible JC0920.vertical movement. JC0920 JC0920.The geoid height was determined by GEOID03. JC0920 JC0920.The dynamic height is computed by dividing the NAVD 88 JC0920.geopotential number by the normal gravity value computed on the JC0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0920.degrees latitude (g = 980.6199 gals.). JC0920 JC0920.The modeled gravity was interpolated from observed gravity values. JC0920 JC0920; North East Units Estimated Accuracy JC0920;SPC MO C - 258,620. 548,780. MT (+/- 180 meters Scaled) JC0920 JC0920 SUPERSEDED SURVEY CONTROL JC0920 JC0920 NGVD 29 (10/05/93) 296.307 (m) 972.13 (f) ADJUSTED 1 2 JC0920 JC0920.Superseded values are not recommended for survey control. JC0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0920.See file dsdata.txt to determine how the superseded data were derived. JC0920 JC0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925243(NAD 83) JC0920_MARKER: DB = BENCH MARK DISK JC0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0920_SP_SET: CONCRETE POST JC0920_STAMPING: K 36 1934 JC0920_MARK LOGO: CGS JC0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0920+STABILITY: SURFACE MOTION JC0920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0920+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0920 JC0920 HISTORY - Date Condition Report By JC0920 HISTORY - 1934 MONUMENTED CGS JC0920 HISTORY - 1950 GOOD NGS JC0920 HISTORY - 19890718 GOOD NGS JC0920 HISTORY - 20050317 GOOD MODNR JC0920 JC0920 STATION DESCRIPTION JC0920 JC0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0920'1.7 MI S FROM VIENNA. JC0920'1.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA, JC0920'JUST NORTHWEST OF THE SUMMIT OF A HILL, 62.5 FEET SOUTH OF JC0920'TELEPHONE POLE 988, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE JC0920'HIGHWAY, 25.5 FEET NORTH OF A 10-INCH OAK TREE WITH A TRIANGULAR JC0920'BLAZE, 2.1 FEET SOUTHWEST OF A REFERENCE POST, 1.7 FEET NORTHEAST JC0920'OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 JC0920'FOOT ABOVE THE GROUND. JC0920 JC0920 STATION RECOVERY (1989) JC0920 JC0920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0920'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 2.7 KM (1.7 JC0920'MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0920'HIGHWAY 42 IN VIENNA, 9.2 M (30.2 FT) SOUTHWEST OF THE CENTERLINE OF JC0920'THE HIGHWAY, 3.5 M (11.5 FT) NORTHWEST OF THE EXTENDED CENTER OF A JC0920'DRIVEWAY, 0.8 M (2.6 FT) NORTHEAST OF A WITNESS POST AND FENCE, 0.5 M JC0920'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND IN A CONCRETE MONUMENT JC0920'THAT PROJECTS 0.18 M (0.6 FT) ABOVE THE GROUND SURFACE. JC0920 JC0920 STATION RECOVERY (2005) JC0920 JC0920'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0920'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0884 *********************************************************************** JC0884 DESIGNATION - L 234 JC0884 PID - JC0884 JC0884 STATE/COUNTY- MO/MARIES JC0884 USGS QUAD - VICHY (1980) JC0884 JC0884 *CURRENT SURVEY CONTROL JC0884 ___________________________________________________________________ JC0884* NAD 83(1986)- 38 04 24. (N) 091 46 11. (W) SCALED JC0884* NAVD 88 - 328.455 (meters) 1077.61 (feet) ADJUSTED JC0884 ___________________________________________________________________ JC0884 GEOID HEIGHT- -30.95 (meters) GEOID03 JC0884 DYNAMIC HT - 328.215 (meters) 1076.82 (feet) COMP JC0884 MODELED GRAV- 979,889.8 (mgal) NAVD 88 JC0884 JC0884 VERT ORDER - FIRST CLASS II JC0884 JC0884.The horizontal coordinates were scaled from a topographic map and have JC0884.an estimated accuracy of +/- 6 seconds. JC0884 JC0884.The orthometric height was determined by differential leveling JC0884.and adjusted by the National Geodetic Survey in June 1991. JC0884 JC0884.The geoid height was determined by GEOID03. JC0884 JC0884.The dynamic height is computed by dividing the NAVD 88 JC0884.geopotential number by the normal gravity value computed on the JC0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0884.degrees latitude (g = 980.6199 gals.). JC0884 JC0884.The modeled gravity was interpolated from observed gravity values. JC0884 JC0884; North East Units Estimated Accuracy JC0884;SPC MO C - 248,820. 564,070. MT (+/- 180 meters Scaled) JC0884 JC0884 SUPERSEDED SURVEY CONTROL JC0884 JC0884 NGVD 29 (10/05/93) 328.417 (m) 1077.48 (f) ADJUSTED 1 2 JC0884 JC0884.Superseded values are not recommended for survey control. JC0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0884.See file dsdata.txt to determine how the superseded data were derived. JC0884 JC0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC079146(NAD 83) JC0884_MARKER: DB = BENCH MARK DISK JC0884_SETTING: 80 = SET IN A BOULDER JC0884_SP_SET: IN DRILL HOLE IN A BOULDER JC0884_STAMPING: L 234 1950 JC0884_MARK LOGO: CGS JC0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0884+STABILITY: SURFACE MOTION JC0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0884+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0884 JC0884 HISTORY - Date Condition Report By JC0884 HISTORY - 1950 MONUMENTED CGS JC0884 HISTORY - 19890718 GOOD NGS JC0884 HISTORY - 20050317 GOOD MODNR JC0884 JC0884 STATION DESCRIPTION JC0884 JC0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 JC0884'2.7 MI S FROM VICHY. JC0884'2.7 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT JC0884'VICHY, AT A ROAD CROSSING, 106 FEET NORTHWEST OF THE CENTER LINE JC0884'OF A ROAD LEADING SOUTHWEST, 102 FEET WEST OF TELEPHONE POLE 1536, JC0884'78 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET WEST OF JC0884'A FENCE, SET IN THE SOUTH END OF A LARGE SANDSTONE BOULDER, AND JC0884'ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY. JC0884 JC0884 STATION RECOVERY (1989) JC0884 JC0884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0884'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 13.0 KM (8.05 JC0884'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH JC0884'INTERSTATE HIGHWAY 44 IN ROLLA. DELETE-- 102.0 FEET WEST OF JC0884'TELEPHONE POLE NUMBER 1536, 47.0 FEET WEST OF A FENCE, AND 2.0 FEET JC0884'BELOW THE LEVEL OF THE HIGHWAY. NOTE--THE DISK HAS BEEN HIT AND THE JC0884'STAMPING IS ALMOST ILLEGIBLE. JC0884 JC0884 STATION RECOVERY (2005) JC0884 JC0884'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0884'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0925 *********************************************************************** JC0925 DESIGNATION - M 36 JC0925 PID - JC0925 JC0925 STATE/COUNTY- MO/MARIES JC0925 USGS QUAD - VIENNA (1981) JC0925 JC0925 *CURRENT SURVEY CONTROL JC0925 ___________________________________________________________________ JC0925* NAD 83(1986)- 38 12 40. (N) 091 56 33. (W) SCALED JC0925* NAVD 88 - 258.571 (meters) 848.33 (feet) ADJUSTED JC0925 ___________________________________________________________________ JC0925 GEOID HEIGHT- -31.38 (meters) GEOID03 JC0925 DYNAMIC HT - 258.390 (meters) 847.73 (feet) COMP JC0925 MODELED GRAV- 979,921.9 (mgal) NAVD 88 JC0925 JC0925 VERT ORDER - FIRST CLASS II JC0925 JC0925.The horizontal coordinates were scaled from a topographic map and have JC0925.an estimated accuracy of +/- 6 seconds. JC0925 JC0925.The orthometric height was determined by differential leveling JC0925.and adjusted by the National Geodetic Survey in June 1991. JC0925 JC0925.The geoid height was determined by GEOID03. JC0925 JC0925.The dynamic height is computed by dividing the NAVD 88 JC0925.geopotential number by the normal gravity value computed on the JC0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0925.degrees latitude (g = 980.6199 gals.). JC0925 JC0925.The modeled gravity was interpolated from observed gravity values. JC0925 JC0925; North East Units Estimated Accuracy JC0925;SPC MO C - 264,010. 548,820. MT (+/- 180 meters Scaled) JC0925 JC0925 SUPERSEDED SURVEY CONTROL JC0925 JC0925 NGVD 29 (??/??/92) 258.547 (m) 848.25 (f) ADJ UNCH 1 2 JC0925 JC0925.Superseded values are not recommended for survey control. JC0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0925.See file dsdata.txt to determine how the superseded data were derived. JC0925 JC0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC925297(NAD 83) JC0925_MARKER: DB = BENCH MARK DISK JC0925_SETTING: 66 = SET IN ROCK OUTCROP JC0925_SP_SET: IN A DRILL HOLE IN BEDROCK JC0925_STAMPING: M 36 1934 JC0925_MARK LOGO: CGS JC0925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC0925+STABILITY: POSITION/ELEVATION WELL JC0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JC0925+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0925 JC0925 HISTORY - Date Condition Report By JC0925 HISTORY - 1934 MONUMENTED CGS JC0925 HISTORY - 1950 GOOD NGS JC0925 HISTORY - 19890718 GOOD NGS JC0925 HISTORY - 20050317 GOOD MODNR JC0925 JC0925 STATION DESCRIPTION JC0925 JC0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0925'1.8 MI N FROM VIENNA. JC0925'1.8 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE PUBLIC SCHOOL AT JC0925'VIENNA, MARIES COUNTY, 500 FEET SOUTHEAST OF THE RESIDENCE OF JC0925'T.J. HOPKINS, 26.3 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, JC0925'IN THE FACE OF A ROCK LEDGE, AND 3.2 FEET ABOVE THE HIGHWAY. A JC0925'STANDARD DISK, STAMPED M 36 1934 AND SET VERTICALLY. JC0925 JC0925 STATION RECOVERY (1989) JC0925 JC0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0925'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 2.9 KM (1.8 JC0925'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0925'HIGHWAY 42 IN VIENNA. ADD--36.6 M (120.1 FT) NORTH OF THE SOUTH END JC0925'OF A HIGHWAY CUT. JC0925 JC0925 STATION RECOVERY (2005) JC0925 JC0925'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0925'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1743 *********************************************************************** JC1743 DESIGNATION - N 337 JC1743 PID - JC1743 JC1743 STATE/COUNTY- MO/MARIES JC1743 USGS QUAD - VICHY (1980) JC1743 JC1743 *CURRENT SURVEY CONTROL JC1743 ___________________________________________________________________ JC1743* NAD 83(1986)- 38 05 31. (N) 091 45 41. (W) SCALED JC1743* NAVD 88 - 323.865 (meters) 1062.55 (feet) ADJUSTED JC1743 ___________________________________________________________________ JC1743 GEOID HEIGHT- -30.98 (meters) GEOID03 JC1743 DYNAMIC HT - 323.629 (meters) 1061.77 (feet) COMP JC1743 MODELED GRAV- 979,890.4 (mgal) NAVD 88 JC1743 JC1743 VERT ORDER - FIRST CLASS II JC1743 JC1743.The horizontal coordinates were scaled from a topographic map and have JC1743.an estimated accuracy of +/- 6 seconds. JC1743 JC1743.The orthometric height was determined by differential leveling JC1743.and adjusted by the National Geodetic Survey in June 1991. JC1743 JC1743.The geoid height was determined by GEOID03. JC1743 JC1743.The dynamic height is computed by dividing the NAVD 88 JC1743.geopotential number by the normal gravity value computed on the JC1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1743.degrees latitude (g = 980.6199 gals.). JC1743 JC1743.The modeled gravity was interpolated from observed gravity values. JC1743 JC1743; North East Units Estimated Accuracy JC1743;SPC MO C - 250,900. 564,790. MT (+/- 180 meters Scaled) JC1743 JC1743 SUPERSEDED SURVEY CONTROL JC1743 JC1743 NGVD 29 (10/05/93) 323.828 (m) 1062.43 (f) ADJUSTED 1 2 JC1743 JC1743.Superseded values are not recommended for survey control. JC1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1743.See file dsdata.txt to determine how the superseded data were derived. JC1743 JC1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC086167(NAD 83) JC1743_MARKER: I = METAL ROD JC1743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL JC1743+WITH SETTING: INFORMATION. JC1743_SP_SET: METAL ROD DRIVEN INTO GROUND JC1743_STAMPING: N 337 1986 JC1743_MARK LOGO: NGS JC1743_MAGNETIC: I = MARKER IS A STEEL ROD JC1743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JC1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1743+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1743 JC1743 HISTORY - Date Condition Report By JC1743 HISTORY - 1986 MONUMENTED NGS JC1743 HISTORY - 20050317 GOOD MODNR JC1743 JC1743 STATION DESCRIPTION JC1743 JC1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1743'15.2 KM (9.45 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1743'WITH INTERSTATE HIGHWAY 44 IN ROLLA, A METAL ROD DRIVEN 2.9 M AND JC1743'FLUSH WITH GROUND, 13.4 M (44.0 FT) NORTH OF THE EXTENDED CENTER OF A JC1743'DRIVEWAY LEADING TO THE BECKLENBERGS RESIDENCE, 8.9 M (29.2 FT) EAST JC1743'OF THE CENTERLINE OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF A FENCE JC1743'BRACE POST, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M JC1743'(1.0 FT) WEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO DATUM JC1743'POINT IS HAD THROUGH A 5-INCH LOGO CAP. JC1743 JC1743 STATION RECOVERY (2005) JC1743 JC1743'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1743'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0935 *********************************************************************** JC0935 DESIGNATION - Q 36 JC0935 PID - JC0935 JC0935 STATE/COUNTY- MO/MARIES JC0935 USGS QUAD - FREEBURG (1981) JC0935 JC0935 *CURRENT SURVEY CONTROL JC0935 ___________________________________________________________________ JC0935* NAD 83(1986)- 38 17 07. (N) 091 55 35. (W) SCALED JC0935* NAVD 88 - 288.229 (meters) 945.63 (feet) ADJUSTED JC0935 ___________________________________________________________________ JC0935 GEOID HEIGHT- -31.54 (meters) GEOID03 JC0935 DYNAMIC HT - 288.029 (meters) 944.98 (feet) COMP JC0935 MODELED GRAV- 979,925.4 (mgal) NAVD 88 JC0935 JC0935 VERT ORDER - FIRST CLASS II JC0935 JC0935.The horizontal coordinates were scaled from a topographic map and have JC0935.an estimated accuracy of +/- 6 seconds. JC0935 JC0935.The orthometric height was determined by differential leveling JC0935.and adjusted by the National Geodetic Survey in June 1991. JC0935.WARNING-Repeat measurements at this control monument indicate possible JC0935.vertical movement. JC0935 JC0935.The geoid height was determined by GEOID03. JC0935 JC0935.The dynamic height is computed by dividing the NAVD 88 JC0935.geopotential number by the normal gravity value computed on the JC0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0935.degrees latitude (g = 980.6199 gals.). JC0935 JC0935.The modeled gravity was interpolated from observed gravity values. JC0935 JC0935; North East Units Estimated Accuracy JC0935;SPC MO C - 272,250. 550,180. MT (+/- 180 meters Scaled) JC0935 JC0935 SUPERSEDED SURVEY CONTROL JC0935 JC0935 NGVD 29 (10/05/93) 288.214 (m) 945.58 (f) ADJUSTED 1 2 JC0935 JC0935.Superseded values are not recommended for survey control. JC0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0935.See file dsdata.txt to determine how the superseded data were derived. JC0935 JC0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC938380(NAD 83) JC0935_MARKER: DB = BENCH MARK DISK JC0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0935_SP_SET: CONCRETE POST JC0935_STAMPING: Q 36 1934 JC0935_MARK LOGO: CGS JC0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0935+STABILITY: SURFACE MOTION JC0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0935+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0935 JC0935 HISTORY - Date Condition Report By JC0935 HISTORY - 1934 MONUMENTED CGS JC0935 HISTORY - 1950 GOOD NGS JC0935 HISTORY - 19890718 GOOD NGS JC0935 HISTORY - 20050317 GOOD MODNR JC0935 JC0935 STATION DESCRIPTION JC0935 JC0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0935'2.3 MI S FROM FREEBURG. JC0935'2.3 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE BANK OF FREEBURG JC0935'AT FREEBURG, JUST NORTHWEST OF A LONG CURVE, 37.5 FEET NORTHEAST JC0935'OF THE CENTER LINE OF THE HIGHWAY, 89 FEET SOUTHEAST OF TELEPHONE JC0935'POLE 657, 68 FEET NORTHWEST OF TELEPHONE POLE 658, 3.1 FEET JC0935'SOUTHWEST OF A FENCE, 1.9 FEET SOUTHEAST OF A REFERENCE POST, AND JC0935'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE JC0935'GROUND. JC0935 JC0935 STATION RECOVERY (1989) JC0935 JC0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0935'RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 12.2 KM JC0935'(7.6 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH JC0935'STATE HIGHWAY 42 IN VIENNA, 11.5 M (37.7 FT) NORTHEAST OF THE JC0935'CENTERLINE OF THE HIGHWAY, 9.9 M (32.5 FT) SOUTHWEST OF THE WEST JC0935'CORNER OF A GARAGE, 7.7 M (25.3 FT) SOUTHEAST OF THE CENTER OF A JC0935'DRIVEWAY, 3.2 M (10.5 FT) SOUTH OF A UTILITY POLE AND TELEPHONE JC0935'PEDESTAL NUMBER 6-51-72, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST JC0935'AND FENCE, LEVEL WITH THE HIGHWAY, AND IN A CONCRETE MONUMENT THAT JC0935'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. JC0935 JC0935 STATION RECOVERY (2005) JC0935 JC0935'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0935'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1751 *********************************************************************** JC1751 DESIGNATION - S 340 JC1751 PID - JC1751 JC1751 STATE/COUNTY- MO/MARIES JC1751 USGS QUAD - VIENNA (1981) JC1751 JC1751 *CURRENT SURVEY CONTROL JC1751 ___________________________________________________________________ JC1751* NAD 83(1986)- 38 14 55. (N) 091 55 52. (W) SCALED JC1751* NAVD 88 - 292.849 (meters) 960.79 (feet) ADJUSTED JC1751 ___________________________________________________________________ JC1751 GEOID HEIGHT- -31.46 (meters) GEOID03 JC1751 DYNAMIC HT - 292.645 (meters) 960.12 (feet) COMP JC1751 MODELED GRAV- 979,924.6 (mgal) NAVD 88 JC1751 JC1751 VERT ORDER - FIRST CLASS II JC1751 JC1751.The horizontal coordinates were scaled from a topographic map and have JC1751.an estimated accuracy of +/- 6 seconds. JC1751 JC1751.The orthometric height was determined by differential leveling JC1751.and adjusted by the National Geodetic Survey in June 1991. JC1751 JC1751.The geoid height was determined by GEOID03. JC1751 JC1751.The dynamic height is computed by dividing the NAVD 88 JC1751.geopotential number by the normal gravity value computed on the JC1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1751.degrees latitude (g = 980.6199 gals.). JC1751 JC1751.The modeled gravity was interpolated from observed gravity values. JC1751 JC1751; North East Units Estimated Accuracy JC1751;SPC MO C - 268,180. 549,800. MT (+/- 180 meters Scaled) JC1751 JC1751 SUPERSEDED SURVEY CONTROL JC1751 JC1751 NGVD 29 (10/05/93) 292.834 (m) 960.74 (f) ADJUSTED 1 2 JC1751 JC1751.Superseded values are not recommended for survey control. JC1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1751.See file dsdata.txt to determine how the superseded data were derived. JC1751 JC1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC935339(NAD 83) JC1751_MARKER: I = METAL ROD JC1751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JC1751_SP_SET: STAINLESS STEEL ROD JC1751_STAMPING: S 340 1986 JC1751_MARK LOGO: NGS JC1751_PROJECTION: FLUSH JC1751_MAGNETIC: I = MARKER IS A STEEL ROD JC1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JC1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1751+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1751_ROD/PIPE-DEPTH: 5.9 meters JC1751 JC1751 HISTORY - Date Condition Report By JC1751 HISTORY - 1986 MONUMENTED NGS JC1751 HISTORY - 20050317 GOOD MODNR JC1751 JC1751 STATION DESCRIPTION JC1751 JC1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1751'7.4 KM (4.6 MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1751'WITH STATE HIGHWAY 42 IN VIENNA, 46.5 M (152.5 FT) WEST-SOUTHWEST OF JC1751'THE SOUTHWEST CORNER OF THE RADER UNITED METHODIST CHURCH, 36.9 M JC1751'(121.0 FT) SOUTH OF THE NORTH DRIVEWAY LEADING TO THE CHURCH, 14.3 M JC1751'(46.9 FT) NORTH OF THE CENTER OF THE SOUTH DRIVEWAY LEADING TO THE JC1751'CHURCH, 13.3 M (43.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 M JC1751'(2.3 FT) SOUTH OF UTILITY POLE NUMBER 10 7-26, AND 0.3 M (1.0 FT) JC1751'ABOVE THE LEVEL OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD JC1751'THROUGH A 5-INCH LOGO CAP. JC1751 JC1751 STATION RECOVERY (2005) JC1751 JC1751'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1751'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0878 *********************************************************************** JC0878 DESIGNATION - TTS 21 B JC0878 PID - JC0878 JC0878 STATE/COUNTY- MO/MARIES JC0878 USGS QUAD - VICHY (1980) JC0878 JC0878 *CURRENT SURVEY CONTROL JC0878 ___________________________________________________________________ JC0878* NAD 83(1997)- 38 03 35.38390(N) 091 46 30.09081(W) ADJUSTED JC0878* NAVD 88 - 352.619 (meters) 1156.88 (feet) ADJUSTED JC0878 ___________________________________________________________________ JC0878 LAPLACE CORR- 1.46 (seconds) DEFLEC99 JC0878 GEOID HEIGHT- -30.93 (meters) GEOID03 JC0878 DYNAMIC HT - 352.361 (meters) 1156.04 (feet) COMP JC0878 MODELED GRAV- 979,889.2 (mgal) NAVD 88 JC0878 JC0878 HORZ ORDER - SECOND JC0878 VERT ORDER - FIRST CLASS II JC0878 JC0878.The horizontal coordinates were established by classical geodetic methods JC0878.and adjusted by the National Geodetic Survey in February 2000. JC0878 JC0878.The orthometric height was determined by differential leveling JC0878.and adjusted by the National Geodetic Survey in June 1991. JC0878.WARNING-Repeat measurements at this control monument indicate possible JC0878.vertical movement. JC0878 JC0878.The Laplace correction was computed from DEFLEC99 derived deflections. JC0878 JC0878.The geoid height was determined by GEOID03. JC0878 JC0878.The dynamic height is computed by dividing the NAVD 88 JC0878.geopotential number by the normal gravity value computed on the JC0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0878.degrees latitude (g = 980.6199 gals.). JC0878 JC0878.The modeled gravity was interpolated from observed gravity values. JC0878 JC0878; North East Units Scale Factor Converg. JC0878;SPC MO C - 247,320.756 563,620.721 MT 0.99998317 +0 26 49.0 JC0878;UTM 15 - 4,213,161.457 607,464.062 MT 0.99974223 +0 45 18.9 JC0878 JC0878! - Elev Factor x Scale Factor = Combined Factor JC0878!SPC MO C - 0.99994952 x 0.99998317 = 0.99993270 JC0878!UTM 15 - 0.99994952 x 0.99974223 = 0.99969177 JC0878 JC0878 SUPERSEDED SURVEY CONTROL JC0878 JC0878 NAD 83(1986)- 38 03 35.40002(N) 091 46 30.08707(W) AD( ) 2 JC0878 NAD 27 - 38 03 35.25400(N) 091 46 29.51000(W) AD( ) 2 JC0878 NGVD 29 (??/??/92) 352.581 (m) 1156.76 (f) ADJ UNCH 1 2 JC0878 JC0878.Superseded values are not recommended for survey control. JC0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0878.See file dsdata.txt to determine how the superseded data were derived. JC0878 JC0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0746413161(NAD 83) JC0878_MARKER: DD = SURVEY DISK JC0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0878_SP_SET: CONCRETE POST JC0878_STAMPING: TT 21 B 1932 1157 JC0878_MARK LOGO: USGS JC0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0878+STABILITY: SURFACE MOTION JC0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0878+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0878 JC0878 HISTORY - Date Condition Report By JC0878 HISTORY - 1947 MONUMENTED USGS JC0878 HISTORY - 1950 GOOD NGS JC0878 HISTORY - 19860816 GOOD NGS JC0878 HISTORY - 20050317 GOOD MODNR JC0878 JC0878 STATION DESCRIPTION JC0878 JC0878'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (FRG) JC0878'STATION IS LOCATED ABOUT 8 MILES NORTH OF ROLLA AND 3-1/2 MILES JC0878'SOUTH OF VICHY. IT IS ABOUT 33 FT. WEST OF THE APPROXIMATE CENTER JC0878'LINE OF U.S. HIGHWAY NO 63 AND 20.9 FT. NORTH OF THE APPROXIMATE JC0878'CENTER LINE OF A GRAVEL ROAD. IT IS 2.5 FT. SOUTHWEST OF A JC0878'CORNER POST. THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS JC0878'A STANDARD DISK STAMPED TT 21B 1932 1157 (FEET ABOVE SEA LEVEL). JC0878' JC0878'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION VETO. JC0878'THE DISTANCE MEASURED WAS 80.762 METERS, 264.97 FEET. JC0878' JC0878'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY NO 66 AND JC0878'U.S. HIGHWAY NO 63, ABOUT 1.0 MILE EAST OF ROLLA, GO JC0878'NORTHEASTERLY ON U.S. HIGHWAY NO 63 FOR 6.5 MILES TO THE STATION JC0878'ON LEFT IN FENCE CORNER AS DESCRIBED. JC0878 JC0878 STATION RECOVERY (1950) JC0878 JC0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950 JC0878'3.6 MI S FROM VICHY. JC0878'3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT JC0878'VICHY, AT A JUNCTION WITH A SIDE ROAD LEADING WEST TO VETO, JC0878'265 FEET SOUTH OF TRIANGULATION STATION VETO 1947, 34 FEET JC0878'WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE JC0878'CENTER LINE OF THE SIDE ROAD, 12 FEET NORTHWEST OF BENCH MARK JC0878'R.M. (U.S.G.S.), 3.4 FEET WEST OF A REFERENCE POST, 2.0 FEET JC0878'NORTHWEST OF A CORNER FENCE POST, AND SET IN THE TOP OF A CONCRETE JC0878'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. JC0878 JC0878 STATION RECOVERY (1986) JC0878 JC0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 JC0878'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.4 M (37.4 JC0878'FT) NORTHERLY ALONG U.S. HIGHWAY 63 FROM THE JUNCTION OF INTERSTATE JC0878'HIGHWAY 44 IN ROLLA. DELETE--3.4 FEET WEST OF A REFERENCE POST. JC0878'NOTE--THE DISK IS UNDER A FENCE BRACE POST AND A ROD WILL NO LONGER JC0878'SET ON THE MARK. JC0878 JC0878 STATION RECOVERY (2005) JC0878 JC0878'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0878'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0927 *********************************************************************** JC0927 DESIGNATION - TTS 28 B JC0927 PID - JC0927 JC0927 STATE/COUNTY- MO/MARIES JC0927 USGS QUAD - VIENNA (1981) JC0927 JC0927 *CURRENT SURVEY CONTROL JC0927 ___________________________________________________________________ JC0927* NAD 83(1986)- 38 13 52. (N) 091 56 13. (W) SCALED JC0927* NAVD 88 - 272.523 (meters) 894.10 (feet) ADJUSTED JC0927 ___________________________________________________________________ JC0927 GEOID HEIGHT- -31.43 (meters) GEOID03 JC0927 DYNAMIC HT - 272.333 (meters) 893.48 (feet) COMP JC0927 MODELED GRAV- 979,923.7 (mgal) NAVD 88 JC0927 JC0927 VERT ORDER - FIRST CLASS II JC0927 JC0927.The horizontal coordinates were scaled from a topographic map and have JC0927.an estimated accuracy of +/- 6 seconds. JC0927 JC0927.The orthometric height was determined by differential leveling JC0927.and adjusted by the National Geodetic Survey in June 1991. JC0927 JC0927.The geoid height was determined by GEOID03. JC0927 JC0927.The dynamic height is computed by dividing the NAVD 88 JC0927.geopotential number by the normal gravity value computed on the JC0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0927.degrees latitude (g = 980.6199 gals.). JC0927 JC0927.The modeled gravity was interpolated from observed gravity values. JC0927 JC0927; North East Units Estimated Accuracy JC0927;SPC MO C - 266,230. 549,300. MT (+/- 180 meters Scaled) JC0927 JC0927 SUPERSEDED SURVEY CONTROL JC0927 JC0927 NGVD 29 (??/??/92) 272.500 (m) 894.03 (f) ADJ UNCH 1 2 JC0927 JC0927.Superseded values are not recommended for survey control. JC0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0927.See file dsdata.txt to determine how the superseded data were derived. JC0927 JC0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC930319(NAD 83) JC0927_MARKER: DD = SURVEY DISK JC0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0927_SP_SET: CONCRETE POST JC0927_STAMPING: TT 28 B 1932 894 JC0927_MARK LOGO: USGS JC0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0927+STABILITY: SURFACE MOTION JC0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0927+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0927 JC0927 HISTORY - Date Condition Report By JC0927 HISTORY - 1932 MONUMENTED USGS JC0927 HISTORY - 1950 GOOD NGS JC0927 HISTORY - 19890718 GOOD NGS JC0927 HISTORY - 20050317 GOOD MODNR JC0927 JC0927 STATION DESCRIPTION JC0927 JC0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 JC0927'3.3 MI N FROM VIENNA. JC0927'3.3 MILES NORTH ALONG U.S. HIGHWAY 63 FROM THE SCHOOL AT VIENNA, JC0927'ON THE SIDE OF A HILL SLOPING DOWN TO THE NORTHEAST, ABOUT 110 JC0927'FEET NORTH OF BREEDENS SERVICE STATION AND GROCERY, 47.5 FEET JC0927'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHWEST JC0927'OF THE CENTER LINE OF A SIDE ROAD LEADING SOUTHEAST TO LITTLE JC0927'FLOCK BAPTIST CHURCH, 39 FEET NORTHEAST OF TELEPHONE POLE 811, JC0927'1.8 FEET NORTHEAST OF A REFERENCE POST, AND SET IN THE TOP OF A JC0927'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. JC0927 JC0927 STATION RECOVERY (1989) JC0927 JC0927'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0927'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 5.3 KM (3.3 JC0927'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH STATE JC0927'HIGHWAY 42 IN VIENNA. DELETE--ABOUT 110.0 FEET NORTH OF BREEDENS JC0927'SERVICE STATION AND GROCERY, AND 1.8 FEET NORTHWEST OF A REFERENCE JC0927'POST. ADD--1.3 M (4.3 FT) NORTHWEST OF A FENCE, AND 0.1 M (0.3 FT) JC0927'WEST OF A WITNESS POST. JC0927 JC0927 STATION RECOVERY (2005) JC0927 JC0927'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0927'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1749 *********************************************************************** JC1749 DESIGNATION - U 340 JC1749 PID - JC1749 JC1749 STATE/COUNTY- MO/MARIES JC1749 USGS QUAD - VIENNA (1981) JC1749 JC1749 *CURRENT SURVEY CONTROL JC1749 ___________________________________________________________________ JC1749* NAD 83(1986)- 38 08 57. (N) 091 53 27. (W) SCALED JC1749* NAVD 88 - 242.953 (meters) 797.09 (feet) ADJUSTED JC1749 ___________________________________________________________________ JC1749 GEOID HEIGHT- -31.21 (meters) GEOID03 JC1749 DYNAMIC HT - 242.782 (meters) 796.53 (feet) COMP JC1749 MODELED GRAV- 979,921.3 (mgal) NAVD 88 JC1749 JC1749 VERT ORDER - FIRST CLASS II JC1749 JC1749.The horizontal coordinates were scaled from a topographic map and have JC1749.an estimated accuracy of +/- 6 seconds. JC1749 JC1749.The orthometric height was determined by differential leveling JC1749.and adjusted by the National Geodetic Survey in June 1991. JC1749 JC1749.The geoid height was determined by GEOID03. JC1749 JC1749.The dynamic height is computed by dividing the NAVD 88 JC1749.geopotential number by the normal gravity value computed on the JC1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1749.degrees latitude (g = 980.6199 gals.). JC1749 JC1749.The modeled gravity was interpolated from observed gravity values. JC1749 JC1749; North East Units Estimated Accuracy JC1749;SPC MO C - 257,160. 553,390. MT (+/- 180 meters Scaled) JC1749 JC1749 SUPERSEDED SURVEY CONTROL JC1749 JC1749 NGVD 29 (10/05/93) 242.927 (m) 797.00 (f) ADJUSTED 1 2 JC1749 JC1749.Superseded values are not recommended for survey control. JC1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1749.See file dsdata.txt to determine how the superseded data were derived. JC1749 JC1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC971229(NAD 83) JC1749_MARKER: DV = VERTICAL CONTROL DISK JC1749_SETTING: 66 = SET IN ROCK OUTCROP JC1749_SP_SET: IN A DRILL HOLE IN BEDROCK JC1749_STAMPING: U 340 1986 JC1749_MARK LOGO: NGS JC1749_MAGNETIC: N = NO MAGNETIC MATERIAL JC1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC1749+STABILITY: POSITION/ELEVATION WELL JC1749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1749+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1749 JC1749 HISTORY - Date Condition Report By JC1749 HISTORY - 1986 MONUMENTED NGS JC1749 HISTORY - 20050317 GOOD MODNR JC1749 JC1749 STATION DESCRIPTION JC1749 JC1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1749'7.2 KM (4.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1749'WITH STATE HIGHWAY 42 IN VIENNA, IN THE SOUTHERN 1/3 OF A 4.0 BY 9.0 JC1749'FOOT AREA OF OUTCROPPING BEDROCK THAT PROJECTS 0.6 M (2.0 FT) ABOVE JC1749'THE GROUND SURFACE, 48.8 M (160.1 FT) NORTH-NORTHWEST OF A UTILITY JC1749'POLE WITH LINES TURNING FROM NORTH-SOUTH TO EAST-WEST, 43.3 M (142.1 JC1749'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.6 M (24.9 FT) JC1749'NORTHEAST OF THE CENTER OF A GRAVELED ROAD, AND LEVEL WITH THE JC1749'HIGHWAY. JC1749 JC1749 STATION RECOVERY (2005) JC1749 JC1749'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1749'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC1748 *********************************************************************** JC1748 DESIGNATION - V 340 JC1748 PID - JC1748 JC1748 STATE/COUNTY- MO/MARIES JC1748 USGS QUAD - VIENNA (1981) JC1748 JC1748 *CURRENT SURVEY CONTROL JC1748 ___________________________________________________________________ JC1748* NAD 83(1986)- 38 08 49. (N) 091 53 01. (W) SCALED JC1748* NAVD 88 - 201.907 (meters) 662.42 (feet) ADJUSTED JC1748 ___________________________________________________________________ JC1748 GEOID HEIGHT- -31.20 (meters) GEOID03 JC1748 DYNAMIC HT - 201.765 (meters) 661.96 (feet) COMP JC1748 MODELED GRAV- 979,921.6 (mgal) NAVD 88 JC1748 JC1748 VERT ORDER - FIRST CLASS II JC1748 JC1748.The horizontal coordinates were scaled from a topographic map and have JC1748.an estimated accuracy of +/- 6 seconds. JC1748 JC1748.The orthometric height was determined by differential leveling JC1748.and adjusted by the National Geodetic Survey in June 1991. JC1748 JC1748.The geoid height was determined by GEOID03. JC1748 JC1748.The dynamic height is computed by dividing the NAVD 88 JC1748.geopotential number by the normal gravity value computed on the JC1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC1748.degrees latitude (g = 980.6199 gals.). JC1748 JC1748.The modeled gravity was interpolated from observed gravity values. JC1748 JC1748; North East Units Estimated Accuracy JC1748;SPC MO C - 256,920. 554,030. MT (+/- 180 meters Scaled) JC1748 JC1748 SUPERSEDED SURVEY CONTROL JC1748 JC1748 NGVD 29 (10/05/93) 201.880 (m) 662.33 (f) ADJUSTED 1 2 JC1748 JC1748.Superseded values are not recommended for survey control. JC1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1748.See file dsdata.txt to determine how the superseded data were derived. JC1748 JC1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWC978227(NAD 83) JC1748_MARKER: DV = VERTICAL CONTROL DISK JC1748_SETTING: 66 = SET IN ROCK OUTCROP JC1748_SP_SET: IN A DRILL HOLE IN BEDROCK JC1748_STAMPING: V 340 1986 JC1748_MARK LOGO: NGS JC1748_MAGNETIC: N = NO MAGNETIC MATERIAL JC1748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JC1748+STABILITY: POSITION/ELEVATION WELL JC1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1748+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC1748 JC1748 HISTORY - Date Condition Report By JC1748 HISTORY - 1986 MONUMENTED NGS JC1748 HISTORY - 20050317 GOOD MODNR JC1748 JC1748 STATION DESCRIPTION JC1748 JC1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 JC1748'8.8 KM (5.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION JC1748'WITH STATE HIGHWAY 42 IN VIENNA, AT THE BASE OF AN EXPOSED AREA OF JC1748'VERTICAL BEDROCK IN A HIGHWAY CUT, 52.1 M (170.9 FT) WEST-NORTHWEST JC1748'OF THE NORTHWEST CORNER OF A BRIDGE SPANNING THE GASCONADE RIVER, JC1748'13.9 M (44.9 FT) WEST-NORTHWEST OF THE WEST END OF A METAL GUARD JC1748'RAIL, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE JC1748'HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.6 M JC1748'(2.0 FT) EAST-SOUTHEAST OF A WITNESS POST. JC1748 JC1748 STATION RECOVERY (2005) JC1748 JC1748'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC1748'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MAY 3, 2005 JC0881 *********************************************************************** JC0881 DESIGNATION - VETO JC0881 PID - JC0881 JC0881 STATE/COUNTY- MO/MARIES JC0881 USGS QUAD - VICHY (1980) JC0881 JC0881 *CURRENT SURVEY CONTROL JC0881 ___________________________________________________________________ JC0881* NAD 83(1997)- 38 03 37.94913(N) 091 46 30.76166(W) ADJUSTED JC0881* NAVD 88 - 352.958 (meters) 1158.00 (feet) ADJUSTED JC0881 ___________________________________________________________________ JC0881 LAPLACE CORR- 1.46 (seconds) DEFLEC99 JC0881 GEOID HEIGHT- -30.93 (meters) GEOID03 JC0881 DYNAMIC HT - 352.700 (meters) 1157.15 (feet) COMP JC0881 MODELED GRAV- 979,889.3 (mgal) NAVD 88 JC0881 JC0881 HORZ ORDER - THIRD JC0881 VERT ORDER - FIRST CLASS II JC0881 JC0881.The horizontal coordinates were established by classical geodetic methods JC0881.and adjusted by the National Geodetic Survey in February 2000. JC0881 JC0881.The orthometric height was determined by differential leveling JC0881.and adjusted by the National Geodetic Survey in June 1991. JC0881.WARNING-Repeat measurements at this control monument indicate possible JC0881.vertical movement. JC0881 JC0881.The Laplace correction was computed from DEFLEC99 derived deflections. JC0881 JC0881.The geoid height was determined by GEOID03. JC0881 JC0881.The dynamic height is computed by dividing the NAVD 88 JC0881.geopotential number by the normal gravity value computed on the JC0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JC0881.degrees latitude (g = 980.6199 gals.). JC0881 JC0881.The modeled gravity was interpolated from observed gravity values. JC0881 JC0881; North East Units Scale Factor Converg. JC0881;SPC MO C - 247,399.718 563,603.751 MT 0.99998314 +0 26 48.6 JC0881;UTM 15 - 4,213,240.307 607,446.671 MT 0.99974219 +0 45 18.5 JC0881 JC0881! - Elev Factor x Scale Factor = Combined Factor JC0881!SPC MO C - 0.99994947 x 0.99998314 = 0.99993261 JC0881!UTM 15 - 0.99994947 x 0.99974219 = 0.99969167 JC0881 JC0881: Primary Azimuth Mark Grid Az JC0881:SPC MO C - VETO AZ MK 2 313 30 54.8 JC0881:UTM 15 - VETO AZ MK 2 313 12 24.9 JC0881 JC0881|---------------------------------------------------------------------| JC0881| PID Reference Object Distance Geod. Az | JC0881| dddmmss.s | JC0881| JC1515 VICHY RADIO RANGE BEACON APPROX. 8.1 KM 0000700.5 | JC0881| JC0882 VETO RM 1 28.517 METERS 04146 | JC0881| JC0883 VETO RM 2 28.846 METERS 14056 | JC0881| CN8229 VETO RM 3 28.864 METERS 14059 | JC0881| JC0878 TTS 21 B 80.766 METERS 16819 | JC0881| HC0894 ROLLA SCHOOL OF MINES TANK APPROX.11.5 KM 1793038.2 | JC0881| HC0892 ROLLA SCH OF MINES PWRHSE STK APPROX.11.9 KM 1794312.1 | JC0881| JC0880 VETO AZ MK 3135737.3 | JC0881| CN8228 VETO AZ MK 2 3135743.4 | JC0881|---------------------------------------------------------------------| JC0881 JC0881 SUPERSEDED SURVEY CONTROL JC0881 JC0881 NAD 83(1986)- 38 03 37.96524(N) 091 46 30.75792(W) AD( ) 3 JC0881 NAD 27 - 38 03 37.81900(N) 091 46 30.18100(W) AD( ) 3 JC0881 NGVD 29 (10/05/93) 352.920 (m) 1157.87 (f) ADJUSTED 1 2 JC0881 JC0881.Superseded values are not recommended for survey control. JC0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC0881.See file dsdata.txt to determine how the superseded data were derived. JC0881 JC0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC0744713240(NAD 83) JC0881_MARKER: DS = TRIANGULATION STATION DISK JC0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JC0881_SP_SET: CONCRETE POST JC0881_STAMPING: VETO 1947 JC0881_MARK LOGO: CGS JC0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JC0881+STABILITY: SURFACE MOTION JC0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC0881+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005 JC0881 JC0881 HISTORY - Date Condition Report By JC0881 HISTORY - 1947 MONUMENTED CGS JC0881 HISTORY - 1950 GOOD NGS JC0881 HISTORY - 1972 GOOD MOHC JC0881 HISTORY - 1972 GOOD NGS JC0881 HISTORY - 1973 GOOD MOHC JC0881 HISTORY - 19890718 GOOD NGS JC0881 HISTORY - 20050317 GOOD MODNR JC0881 JC0881 STATION DESCRIPTION JC0881 JC0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1947 (FRG) JC0881'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROLLA AND 3-1/2 JC0881'MILES SOUTH OF VICHY, NEAR THE SOUTHEAST CORNER OF THE NORTHWEST JC0881'1/4 OF SEC. 35, T. 39 N., R. 8 W., IT IS 91.3 FEET WEST OF JC0881'CENTERLINE OF U.S. HIGHWAY NO. 63, 32.4 FEET EAST OF THE EAST JC0881'SIDE OF BARN, 23.3 FEET NORTH OF THE CENTERLINE OF DRIVEWAY AND JC0881'12.6 FEET NORTH OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT JC0881'5 INCHES AND THE DISK IS STAMPED VETO 1947. JC0881' JC0881'REFERENCE MARK NO. 1 IS 93.58 FEET NORTHEAST OF STATION, 85.2 FEET JC0881'NORTH OF CORNER OF GATE AND 31 FEET WEST OF CENTERLINE OF HIGHWAY JC0881'63. THE MARK PROJECTS ABOUT 5 INCHES AND THE DISK IS STAMPED VETO JC0881'NO 1 1947. JC0881' JC0881'REFERENCE MARK NO. 2 IS 94.64 FEET SOUTHEAST OF STATION, 31.2 FEET JC0881'WEST OF CENTERLINE OF HIGHWAY 63 AND 53 FEET SOUTH OF GATE POST. JC0881'THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED VETO NO 2 1947. JC0881' JC0881'AZIMUTH MARK IS 0.8 MILE NORTHWEST OF STATION, 14.3 FEET EAST OF JC0881'CENTERLINE OF ROAD 13.7 FEET SOUTH OF CORNER POST OF YARD FENCE, JC0881'2 FEET SOUTH OF WHITE WITNESS POST AND 0.6 FEET EAST OF FENCELINE. JC0881'THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS STAMPED VETO 1947. JC0881' JC0881'U.S.G.S. BM IS 264.97 FEET SOUTH OF STATION, 33.7 FEET JC0881'WEST OF CENTERLINE OF HIGHWAY 63, 20.9 FEET NORTH OF GRAVEL JC0881'ROAD AND 2.5 FEET SOUTHWEST OF CORNER POST. THE DISK IS A STANDARD JC0881'U.S.G.S. MARK AND THE DISK IS STAMPED TT 21B 1932, IT PROJECTS JC0881'ABOUT 1 INCH ABOVE THE GROUND. JC0881' JC0881'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 66 AND 63 AT THE EAST JC0881'EDGE OF ROLLA GO NORTHEASTERLY ON HIGHWAY 63 FOR 6.5 MILES JC0881'TO STATION SITE ON LEFT SIDE OF ROAD AS DESCRIBED. JC0881' JC0881'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ABOUT 100 YARDS JC0881'TO T-ROAD, TURN RIGHT OR WEST AND GO APPROXIMATELY 0.8 MILE TO JC0881'AZIMUTH MARK ON RIGHT OR EAST SIDE OF ROAD AS DESCRIBED. JC0881' JC0881'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. JC0881 JC0881 STATION RECOVERY (1950) JC0881 JC0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950 JC0881'3.6 MI S FROM VICHY. JC0881'3.6 MILES SOUTH ALONG U.S. HIGHWAY 63 FROM THE POST OFFICE AT JC0881'VICHY, IN A BARN LOT, 94.6 FEET NORTHWEST OF VETO R.M. 2, 93.6 JC0881'FEET SOUTHWEST OF VETO R.M. 1, 92.5 FEET WEST OF THE CENTER LINE OF JC0881'THE HIGHWAY, 28 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A BARN, JC0881'23 FEET NORTH OF THE CENTER LINE OF A GRAVEL ROAD, 25 FEET NORTHEAST JC0881'OF THE SOUTHEAST CORNER OF A BARN, 12.7 FEET NORTH OF A REFERENCE JC0881'POST, AND SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE JC0881'SURFACE OF THE GROUND. JC0881 JC0881 STATION RECOVERY (1972) JC0881 JC0881'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1972 (NP) JC0881'VETO 1947 RECOVERED IN GOOD CONDITION. JC0881' JC0881'AZIMUTH MARK NOT RECOVERED. JC0881' JC0881'RM 1 NOT RECOVERED. JC0881' JC0881'RM 2 NOT RECOVERED. JC0881 JC0881 STATION RECOVERY (1972) JC0881 JC0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) JC0881'THE STATION MARK, REFERENCE MARK 1 AND THE USGS BENCH MARK WERE JC0881'RECOVERED AND FOUND IN GOOD CONDITION. THE TOP OF REFERENCE MARK JC0881'2 WAS FOUND BROKEN OFF AND REFERENCE MARK 3 WAS ESTABLISHED JC0881'IN A DRILL HOLE IN THE REMAINS OF THE REFERENCE MARK 2 CONCRETE JC0881'MONUMENT. THE AZIMUTH MARK WAS FOUND LYING ON TOP THE GROUND JC0881'BY A GATE POST AND WAS RESET WITHIN 5 SECONDS FROM ITS ORIGINAL JC0881'POSITION BY USING THE ANGLE FROM THE USGS MARK. THE DISTANCE JC0881'AND DIRECTION TO REFERENCE MARK 1 WAS VERIFIED. JC0881' JC0881'FOLLOWING IS A NEW COMPLETE DESCRIPTION- JC0881' JC0881'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF ROLLA, AND 3.75 JC0881'MILES SOUTH OF VICHY, ON TOP OF A HILL IN A BARN LOT OWNED BY JC0881'MRS. VIRGINIA M. RAY, ROUTE 5 BOX 100, PHONE 299-3534, ROLLA, JC0881'MISSOURI. JC0881' JC0881'TO REACH THE STATION FROM THE POST OFFICE IN VICHY, GO SOUTH ON JC0881'U.S. HIGHWAY 63 FOR 3.75 MILES TO A BARN, A DRIVEWAY AND THE JC0881'STATION ON THE RIGHT. JC0881' JC0881'THE STATION MARK IS A STANDARD DISK STAMPED VETO 1947, SET IN THE JC0881'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE JC0881'GROUND SURFACE. IT IS 93 FEET WEST OF THE CENTER OF HIGHWAY 63, JC0881'59 FEET WEST OF A POWER POLE WITH TRANSFORMER, 25 FEET EAST OF THE JC0881'SOUTHEAST CORNER OF THE BARN, 23.5 FEET NORTH OF THE CENTER JC0881'OF THE DRIVEWAY AND 12.5 FEET NORTH OF A METAL WITNESS POST JC0881'IN A FENCE LINE. JC0881' JC0881'REFERENCE MARK 1 IS A STANDARD DISK STAMPED VETO NO 1 1947, JC0881'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS JC0881'FLUSH WITH THE GROUND SURFACE. IT IS 78 FEET NORTH OF THE POWER JC0881'POLE WITH TRANSFORMER, 32 FEET WEST OF THE CENTER OF HIGHWAY 63, JC0881'93 FEET NORTH OF THE CENTER OF THE DRIVEWAY, 1 FOOT JC0881'NORTH-NORTHWEST OF A METAL WITNESS POST AND 1 FOOT WEST OF A JC0881'FENCE. JC0881' JC0881'REFERENCE MARK 3 IS A STANDARD DISK STAMPED VETO NO 3 1947 1972, JC0881'CEMENTED IN A DRILL HOLE IN THE TOP OF THE REMAINS OF THE JC0881'CONCRETE POST OF REFERENCE MARK 2, AND IS 1 INCH BELOW THE GROUND JC0881'SURFACE. IT IS 53 FEET SOUTH OF THE CENTER OF THE DRIVEWAY, JC0881'31.5 FEET WEST OF THE CENTER OF HIGHWAY 63, 1 FOOT JC0881'NORTH-NORTHEAST OF A METAL WITNESS POST AND 1 FOOT EAST OF A JC0881'FENCE. JC0881' JC0881'TT B 21 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED JC0881'TT B 21 1932, SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE JC0881'MONUMENT THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 32.5 FEET JC0881'WEST OF THE CENTER OF HIGHWAY 63, 20 FEET NORTH OF THE CENTER JC0881'OF A GRAVELED ROAD, 1.5 FEET NORTHWEST OF A CORNER FENCE POST JC0881'AND 2.5 FEET SOUTHWEST OF A METAL WITNESS POST. JC0881' JC0881'THE AZIMUTH MARK IS A STANDARD DISK STAMPED VETO 1947 1972, JC0881'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT THAT IS JC0881'FLUSH WITH THE GROUND SURFACE. IT IS 67 FEET SOUTH OF A 40-INCH JC0881'OAK TREE THAT IS AT THE WEST EDGE OF A YARD FENCE, 17 FEET EAST JC0881'OF THE CENTER OF A GRAVELED ROAD, 1.5 FEET NORTH-NORTHEAST JC0881'OF A METAL WITNESS POST AND 6 INCHES NORTHEAST OF THE SOUTH JC0881'END GATE POST. JC0881' JC0881'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY JC0881'63 FOR 0.05 MILE TO A GRAVELED ROAD ON THE RIGHT. TURN RIGHT AND JC0881'GO NORTHWEST ON THE GRAVELED ROAD FOR 0.75 MILE TO A METAL JC0881'GATE AND THE AZIMUTH MARK ON THE RIGHT, SOUTHWEST OF A HOUSE JC0881'PAINTED GREEN. JC0881 JC0881 STATION RECOVERY (1973) JC0881 JC0881'RECOVERY NOTE BY MISSOURI STATE HIGHWAY COMMISSION 1973 (CC) JC0881'STATION MARK VETO RECOVERED GOOD. JC0881' JC0881'AZ. MK RECOVERED GOOD. JC0881' JC0881'R.M.S NOT SEARCHED FOR. JC0881' JC0881'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES N. ROLLA. JC0881 JC0881 STATION RECOVERY (1989) JC0881 JC0881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 JC0881'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 11.5 KM (7.15 JC0881'MI) NORTHERLY ALONG U.S. HIGHWAY 63 FROM ITS JUNCTION WITH JC0881'INTERSTATE HIGHWAY 44 IN ROLLA. NOTE--THE MONUMENT IS NOW ABOUT JC0881'2-INCHES BELOW THE GROUND SURFACE. ADD--3.9 M (12.8 FT) NORTH OF A JC0881'WITNESS POST AND FENCE. JC0881 JC0881 STATION RECOVERY (2005) JC0881 JC0881'RECOVERY NOTE BY MO DEPT OF NAT RES 2005 (FWW) JC0881'RECOVERED IN GOOD CONDITION.