1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 KA1727 *********************************************************************** KA1727 DESIGNATION - G 360 KA1727 PID - KA1727 KA1727 STATE/COUNTY- IN/VIGO KA1727 USGS QUAD - NEW GOSHEN (1986) KA1727 KA1727 *CURRENT SURVEY CONTROL KA1727 ___________________________________________________________________ KA1727* NAD 83(1986)- 39 30 50. (N) 087 26 05. (W) SCALED KA1727* NAVD 88 - 152.792 (meters) 501.29 (feet) ADJUSTED KA1727 ___________________________________________________________________ KA1727 GEOID HEIGHT- -32.64 (meters) GEOID03 KA1727 DYNAMIC HT - 152.705 (meters) 501.00 (feet) COMP KA1727 MODELED GRAV- 980,056.7 (mgal) NAVD 88 KA1727 KA1727 VERT ORDER - FIRST CLASS II KA1727 KA1727.The horizontal coordinates were scaled from a topographic map and have KA1727.an estimated accuracy of +/- 6 seconds. KA1727 KA1727.The orthometric height was determined by differential leveling KA1727.and adjusted by the National Geodetic Survey in June 1991. KA1727 KA1727.The geoid height was determined by GEOID03. KA1727 KA1727.The dynamic height is computed by dividing the NAVD 88 KA1727.geopotential number by the normal gravity value computed on the KA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KA1727.degrees latitude (g = 980.6199 gals.). KA1727 KA1727.The modeled gravity was interpolated from observed gravity values. KA1727 KA1727; North East Units Estimated Accuracy KA1727;SPC IN W - 473,610. 869,780. MT (+/- 180 meters Scaled) KA1727 KA1727 SUPERSEDED SURVEY CONTROL KA1727 KA1727.No superseded survey control is available for this station. KA1727 KA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ626738(NAD 83) KA1727_MARKER: I = METAL ROD KA1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) KA1727_SP_SET: STAINLESS STEEL ROD KA1727_STAMPING: G 360 1986 KA1727_MARK LOGO: NGS KA1727_PROJECTION: FLUSH KA1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KA1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KA1727+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005 KA1727_ROD/PIPE-DEPTH: 6.7 meters KA1727 KA1727 HISTORY - Date Condition Report By KA1727 HISTORY - 1986 MONUMENTED NGS KA1727 HISTORY - 20050722 GOOD JCLS KA1727 KA1727 STATION DESCRIPTION KA1727 KA1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KA1727'6.1 KM (3.8 MI) NORTH FROM TERRE HAUTE. KA1727'6.1 KM (3.8 MI) NORTHERLY ALONG STATE HIGHWAY 63 FROM THE COURTHOUSE KA1727'IN TERRE HAUTE, 46.6 M (152.9 FT) WEST-SOUTHWEST OF THE SOUTHWEST KA1727'CORNER OF BILL SIMMERS PAINT AND BODY SHOP, 25.5 M (83.7 FT) NORTH OF KA1727'THE CENTER OF A GRAVELED ROAD LEADING EAST, 18.4 M (60.4 FT) EAST OF KA1727'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 4.2 M KA1727'(13.8 FT) NORTH OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD KA1727'THROUGH A 5-INCH LOGO CAP. KA1727'THE MARK IS 0.4 METERS W FROM A WITNESS POST AND FENCE KA1727'THE MARK IS 0.6 M BELOW THE HIGHWAY. KA1727 KA1727 STATION RECOVERY (2005) KA1727 KA1727'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 KA1727'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 KA1126 *********************************************************************** KA1126 DESIGNATION - K 293 KA1126 PID - KA1126 KA1126 STATE/COUNTY- IN/VIGO KA1126 USGS QUAD - TERRE HAUTE (1993) KA1126 KA1126 *CURRENT SURVEY CONTROL KA1126 ___________________________________________________________________ KA1126* NAD 83(1986)- 39 23 00. (N) 087 27 13. (W) SCALED KA1126* NAVD 88 - 144.970 (meters) 475.62 (feet) ADJUSTED KA1126 ___________________________________________________________________ KA1126 GEOID HEIGHT- -32.51 (meters) GEOID03 KA1126 DYNAMIC HT - 144.887 (meters) 475.35 (feet) COMP KA1126 MODELED GRAV- 980,054.0 (mgal) NAVD 88 KA1126 KA1126 VERT ORDER - FIRST CLASS II KA1126 KA1126.The horizontal coordinates were scaled from a topographic map and have KA1126.an estimated accuracy of +/- 6 seconds. KA1126 KA1126.The orthometric height was determined by differential leveling KA1126.and adjusted by the National Geodetic Survey in June 1991. KA1126 KA1126.The geoid height was determined by GEOID03. KA1126 KA1126.The dynamic height is computed by dividing the NAVD 88 KA1126.geopotential number by the normal gravity value computed on the KA1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KA1126.degrees latitude (g = 980.6199 gals.). KA1126 KA1126.The modeled gravity was interpolated from observed gravity values. KA1126 KA1126; North East Units Estimated Accuracy KA1126;SPC IN W - 459,120. 868,100. MT (+/- 180 meters Scaled) KA1126 KA1126 SUPERSEDED SURVEY CONTROL KA1126 KA1126 NGVD 29 (??/??/92) 145.072 (m) 475.96 (f) ADJ UNCH 1 2 KA1126 KA1126.Superseded values are not recommended for survey control. KA1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KA1126.See file dsdata.txt to determine how the superseded data were derived. KA1126 KA1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ609594(NAD 83) KA1126_MARKER: DB = BENCH MARK DISK KA1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KA1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT KA1126_STAMPING: K 293 1956 KA1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KA1126+STABILITY: SURFACE MOTION KA1126 KA1126 HISTORY - Date Condition Report By KA1126 HISTORY - 1956 MONUMENTED CGS KA1126 HISTORY - 20050722 GOOD JCLS KA1126 KA1126 STATION DESCRIPTION KA1126 KA1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 KA1126'1.6 MI NE FROM PRAIRIETON. KA1126'ABOUT 1.65 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE KA1126'METHODIST CHURCH AT PRAIRIETON, IN SECTION 19, T.11 N., R.9 W., KA1126'ABOUT 0.1 MILE NORTH OF A CURVE IN HIGHWAY WITH TANGENTS EXTENDING KA1126'NORTH AND SOUTHWEST AND THE JUNCTION OF A ROAD LEADING SOUTHEAST, KA1126'30 FEET EAST OF CENTER LINE OF HIGHWAY, 121 FEET NORTHWEST OF KA1126'NORTHWEST CORNER OF A WHITE FRAME HOUSE, 78 FEET NORTH-NORTHEAST KA1126'OF NORTH END OF EAST HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT KA1126'UNDER HIGHWAY, 26 FEET SOUTH OF POWER POLE NO. 307/138, 1 FOOT KA1126'WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS KA1126'POST, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP KA1126'OF A CONCRETE POST PROJECTING 2 INCHES. KA1126 KA1126 STATION RECOVERY (2005) KA1126 KA1126'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 KA1126'RECOVERED IN GOOD CONDITION.