1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AA7382 *********************************************************************** AA7382 DESIGNATION - C 336 RESET AA7382 PID - AA7382 AA7382 STATE/COUNTY- MO/TEXAS AA7382 USGS QUAD - RAYMONDVILLE (1951) AA7382 AA7382 *CURRENT SURVEY CONTROL AA7382 ___________________________________________________________________ AA7382* NAD 83(1986)- 37 19 40. (N) 091 52 00. (W) SCALED AA7382* NAVD 88 - 330.78 (+/-2cm) 1085.2 (feet) VERTCON AA7382 ___________________________________________________________________ AA7382 GEOID HEIGHT- -30.00 (meters) GEOID99 AA7382 AA7382 VERT ORDER - THIRD (See Below) AA7382 AA7382.The horizontal coordinates were scaled from a topographic map and have AA7382.an estimated accuracy of +/- 6 seconds. AA7382 AA7382.The NAVD 88 height was computed by applying the VERTCON shift value to AA7382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA7382.The vertical order pertains to the superseded datum. AA7382 AA7382.The geoid height was determined by GEOID99. AA7382 AA7382; North East Units Estimated Accuracy AA7382;SPC MO C - 166,020. 556,130. MT (+/- 180 meters Scaled) AA7382 AA7382 SUPERSEDED SURVEY CONTROL AA7382 AA7382 NGVD 29 (10/29/03) 330.65 (m) 1084.8 (f) RESET 3 AA7382 AA7382.Superseded values are not recommended for survey control. AA7382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA7382.See file dsdata.txt to determine how the superseded data were derived. AA7382 AA7382_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB004318(NAD 83) AA7382_MARKER: DV = VERTICAL CONTROL DISK AA7382_SETTING: 32 = BOX CULVERT AA7382_STAMPING: C 336 RESET 1994 AA7382_MARK LOGO: NGS AA7382_MAGNETIC: N = NO MAGNETIC MATERIAL AA7382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA7382+STABILITY: SURFACE MOTION AA7382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA7382+SATELLITE: SATELLITE OBSERVATIONS - 1994 AA7382 AA7382 HISTORY - Date Condition Report By AA7382 HISTORY - 1994 MONUMENTED MODNR AA7382 AA7382 STATION DESCRIPTION AA7382 AA7382'DESCRIBED BY MO DEPT OF NAT RES 1994 (BDC) AA7382'TO REACH FROM THE JUNCTION OF MISSOURI HIGHWAY 63 AND HIGHWAY B AT THE AA7382'NORTH EDGE OF THE TOWN OF HOUSTON, GO EAST ON HIGHWAY B FOR 495 FEET AA7382'TO A DOUBLE BOX CONCRETE CULVERT. THE BENCH MARK IS LOCATED IN THE AA7382'WEST END OF THE SOUTH HEADWALL, AND ABOUT LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HD1410 *********************************************************************** HD1410 DESIGNATION - Q 33 RESET HD1410 PID - HD1410 HD1410 STATE/COUNTY- MO/TEXAS HD1410 USGS QUAD - CABOOL NE (1985) HD1410 HD1410 *CURRENT SURVEY CONTROL HD1410 ___________________________________________________________________ HD1410* NAD 83(1986)- 37 14 32. (N) 092 00 32. (W) SCALED HD1410* NAVD 88 - 339.244 (meters) 1113.00 (feet) ADJUSTED HD1410 ___________________________________________________________________ HD1410 GEOID HEIGHT- -29.74 (meters) GEOID99 HD1410 DYNAMIC HT - 338.965 (meters) 1112.09 (feet) COMP HD1410 MODELED GRAV- 979,801.6 (mgal) NAVD 88 HD1410 HD1410 VERT ORDER - FIRST CLASS II HD1410 HD1410.The horizontal coordinates were scaled from a topographic map and have HD1410.an estimated accuracy of +/- 6 seconds. HD1410 HD1410.The orthometric height was determined by differential leveling HD1410.and adjusted by the National Geodetic Survey in June 1991. HD1410 HD1410.The geoid height was determined by GEOID99. HD1410 HD1410.The dynamic height is computed by dividing the NAVD 88 HD1410.geopotential number by the normal gravity value computed on the HD1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 HD1410.degrees latitude (g = 980.6199 gals.). HD1410 HD1410.The modeled gravity was interpolated from observed gravity values. HD1410 HD1410; North East Units Estimated Accuracy HD1410;SPC MO C - 156,450. 543,570. MT (+/- 180 meters Scaled) HD1410 HD1410 SUPERSEDED SURVEY CONTROL HD1410 HD1410 NGVD 29 (10/05/93) 339.095 (m) 1112.51 (f) ADJUSTED 1 2 HD1410 HD1410.Superseded values are not recommended for survey control. HD1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HD1410.See file dsdata.txt to determine how the superseded data were derived. HD1410 HD1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB879222(NAD 83) HD1410_MARKER: DV = VERTICAL CONTROL DISK HD1410_SETTING: 31 = CURB HD1410_STAMPING: Q 33 RESET 1977 HD1410_MARK LOGO: NGS HD1410_MAGNETIC: N = NO MAGNETIC MATERIAL HD1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HD1410 HD1410 HISTORY - Date Condition Report By HD1410 HISTORY - 1977 MONUMENTED NGS HD1410 HISTORY - 19890718 GOOD NGS HD1410 HD1410 STATION DESCRIPTION HD1410 HD1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 HD1410'11.6 KM (7.20 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 63 FROM ITS HD1410'JUNCTION WITH COUNTY ROAD B IN HOUSTON, IN TOP OF AND 4.1 M (13.5 FT) HD1410'SOUTH OF THE NORTH END OF THE WEST BARRIER CURB OF A HIGHWAY BRIDGE HD1410'SPANNING THE BIG PINEY RIVER, 6.8 M (22.3 FT) WEST OF THE CENTERLINE HD1410'OF THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HC0561 *********************************************************************** HC0561 DESIGNATION - T 33 RESET HC0561 PID - HC0561 HC0561 STATE/COUNTY- MO/TEXAS HC0561 USGS QUAD - HOUSTON (1981) HC0561 HC0561 *CURRENT SURVEY CONTROL HC0561 ___________________________________________________________________ HC0561* NAD 83(1986)- 37 19 09. (N) 091 57 30. (W) SCALED HC0561* NAVD 88 - 360.79 (meters) 1183.7 (feet) RESET HC0561 ___________________________________________________________________ HC0561 GEOID HEIGHT- -29.94 (meters) GEOID99 HC0561 HC0561 VERT ORDER - THIRD HC0561 HC0561.The horizontal coordinates were scaled from a topographic map and have HC0561.an estimated accuracy of +/- 6 seconds. HC0561 HC0561.The orthometric height was computed from unverified reset data. HC0561 HC0561.The geoid height was determined by GEOID99. HC0561 HC0561; North East Units Estimated Accuracy HC0561;SPC MO C - 165,010. 548,010. MT (+/- 180 meters Scaled) HC0561 HC0561 SUPERSEDED SURVEY CONTROL HC0561 HC0561.No superseded survey control is available for this station. HC0561 HC0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB922307(NAD 83) HC0561_MARKER: DB = BENCH MARK DISK HC0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HC0561_STAMPING: T 33 RESET 1955 HC0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC0561+STABILITY: SURFACE MOTION HC0561 HC0561 HISTORY - Date Condition Report By HC0561 HISTORY - 1955 MONUMENTED MOHC HC0561 HISTORY - 1977 MARK NOT FOUND NGS HC0561 HISTORY - 1977 MARK NOT FOUND NGS HC0561 HISTORY - 19860816 MARK NOT FOUND NGS HC0561 HC0561 STATION DESCRIPTION HC0561 HC0561'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1955 HC0561'AT HOUSTON. HC0561'AT THE SOUTH EDGE OF HOUSTON, TEXAS COUNTY, ON U.S. HIGHWAY 63, HC0561'AT THE JUNCTION OF STATE HIGHWAY 17, 150 FEET SOUTH OF THE HC0561'CENTERLINE OF HIGHWAY 17, 58 FEET EAST OF THE CENTERLINE OF HC0561'HIGHWAY 63, 148.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HC0561'FREIGHT SHED, 103.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HC0561'STONE HOUSE, AND 88 FEET SOUTH OF A FIRE HYDRANT. A STANDARD HC0561'DISK, STAMPED T 33 RESET 1955 AND SET IN THE TOP OF A CONCRETE HC0561'POST. NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION HC0561'DETERMINED BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN APRIL HC0561'1955. HC0561 HC0561 STATION RECOVERY (1977) HC0561 HC0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HC0561'MARK NOT FOUND. HC0561 HC0561 STATION RECOVERY (1977) HC0561 HC0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 HC0561'MARK NOT FOUND. HC0561 HC0561 STATION RECOVERY (1986) HC0561 HC0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 HC0561'THERE HAS BEEN HIGHWAY CONSTRUCTION AT THE DESCRIBED LOCATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HC1135 *********************************************************************** HC1135 DESIGNATION - V 33 RESET HC1135 PID - HC1135 HC1135 STATE/COUNTY- MO/TEXAS HC1135 USGS QUAD - HOUSTON (1981) HC1135 HC1135 *CURRENT SURVEY CONTROL HC1135 ___________________________________________________________________ HC1135* NAD 83(1986)- 37 19 50. (N) 091 53 02. (W) SCALED HC1135* NAVD 88 - 372.14 (meters) 1220.9 (feet) RESET HC1135 ___________________________________________________________________ HC1135 GEOID HEIGHT- -30.00 (meters) GEOID99 HC1135 HC1135 VERT ORDER - THIRD HC1135 HC1135.The horizontal coordinates were scaled from a topographic map and have HC1135.an estimated accuracy of +/- 6 seconds. HC1135 HC1135.The orthometric height was computed from unverified reset data. HC1135.No vertical observational check was made to the station. HC1135 HC1135.The geoid height was determined by GEOID99. HC1135 HC1135; North East Units Estimated Accuracy HC1135;SPC MO C - 166,310. 554,600. MT (+/- 180 meters Scaled) HC1135 HC1135 SUPERSEDED SURVEY CONTROL HC1135 HC1135 NGVD 29 (10/29/03) 372.02 (m) 1220.5 (f) RESET 3 HC1135 HC1135.Superseded values are not recommended for survey control. HC1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC1135.See file dsdata.txt to determine how the superseded data were derived. HC1135 HC1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SWB988321(NAD 83) HC1135_MARKER: DB = BENCH MARK DISK HC1135_SETTING: 36 = BRIDGE HC1135_STAMPING: V 33 RESET 1983 HC1135_MARK LOGO: MOHC HC1135_MAGNETIC: N = NO MAGNETIC MATERIAL HC1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC1135+STABILITY: SURFACE MOTION HC1135 HC1135 HISTORY - Date Condition Report By HC1135 HISTORY - 1983 MONUMENTED MOHC HC1135 HC1135 STATION DESCRIPTION HC1135 HC1135'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1983 HC1135'0.8 MI (1.3 KM) NORTH ALONG U.S. HIGHWAY 63, FROM THE NORTH JUNCTION HC1135'WITH STATE HIGHWAY 17 AT HOUSTON, TO TEXAS COUNTY ROUTE F ON THE LEFT HC1135'AND ROUTE B ON THE RIGHT, THENCE 3.95 MI (6.36 KM) RIGHT AND EASTERLY HC1135'ALONG ROUTE B TO THE MARK ON THE RIGHT, IN THE SOUTHWEST CORNER OF HC1135'BRIDGE A-3914 OVER ARTHUR CREEK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HC1136 *********************************************************************** HC1136 DESIGNATION - X 52 RESET HC1136 PID - HC1136 HC1136 STATE/COUNTY- MO/TEXAS HC1136 USGS QUAD - RHYSE (1992) HC1136 HC1136 *CURRENT SURVEY CONTROL HC1136 ___________________________________________________________________ HC1136* NAD 83(1986)- 37 31 50. (N) 091 44 12. (W) SCALED HC1136* NAVD 88 - 357.11 (meters) 1171.6 (feet) RESET HC1136 ___________________________________________________________________ HC1136 GEOID HEIGHT- -30.14 (meters) GEOID99 HC1136 HC1136 VERT ORDER - THIRD HC1136 HC1136.The horizontal coordinates were scaled from a topographic map and have HC1136.an estimated accuracy of +/- 6 seconds. HC1136 HC1136.The orthometric height was computed from unverified reset data. HC1136.No vertical observational check was made to the station. HC1136 HC1136.The geoid height was determined by GEOID99. HC1136 HC1136; North East Units Estimated Accuracy HC1136;SPC MO C - 188,610. 567,470. MT (+/- 180 meters Scaled) HC1136 HC1136 SUPERSEDED SURVEY CONTROL HC1136 HC1136 NGVD 29 (10/29/03) 357.01 (m) 1171.3 (f) RESET 3 HC1136 HC1136.Superseded values are not recommended for survey control. HC1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HC1136.See file dsdata.txt to determine how the superseded data were derived. HC1136 HC1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXB116544(NAD 83) HC1136_MARKER: DB = BENCH MARK DISK HC1136_SETTING: 36 = BRIDGE HC1136_STAMPING: X 52 RESET 1985 HC1136_MARK LOGO: MOHC HC1136_MAGNETIC: N = NO MAGNETIC MATERIAL HC1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HC1136+STABILITY: SURFACE MOTION HC1136 HC1136 HISTORY - Date Condition Report By HC1136 HISTORY - 1985 MONUMENTED MOHC HC1136 HC1136 STATION DESCRIPTION HC1136 HC1136'DESCRIBED BY MISSOURI STATE HIGHWAY COMMISSION 1985 HC1136'7.8 MI (12.6 KM) NORTHEAST ALONG STATE HIGHWAY 32, FROM THE POST HC1136'OFFICE AT LICKING, IN THE NORTHEAST END OF BRIDGE A-4407 AND AT HC1136'HIGHWAY STATION 395+05.