1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KA1617 *********************************************************************** KA1617 DESIGNATION - L 178 RESET 1976 KA1617 PID - KA1617 KA1617 STATE/COUNTY- IL/EDGAR KA1617 USGS QUAD - PARIS NORTH (1979) KA1617 KA1617 *CURRENT SURVEY CONTROL KA1617 ___________________________________________________________________ KA1617* NAD 83(1986)- 39 38 17. (N) 087 42 36. (W) SCALED KA1617* NAVD 88 - 204.81 (+/-2cm) 671.9 (feet) VERTCON KA1617 ___________________________________________________________________ KA1617 GEOID HEIGHT- -32.05 (meters) GEOID99 KA1617 KA1617 VERT ORDER - THIRD (See Below) KA1617 KA1617.The horizontal coordinates were scaled from a topographic map and have KA1617.an estimated accuracy of +/- 6 seconds. KA1617 KA1617.The NAVD 88 height was computed by applying the VERTCON shift value to KA1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) KA1617.The vertical order pertains to the superseded datum. KA1617 KA1617.The geoid height was determined by GEOID99. KA1617 KA1617; North East Units Estimated Accuracy KA1617;SPC IL E - 330,000. 353,510. MT (+/- 180 meters Scaled) KA1617 KA1617 SUPERSEDED SURVEY CONTROL KA1617 KA1617 NGVD 29 (10/23/03) 204.90 (m) 672.2 (f) RESET 3 KA1617 KA1617.Superseded values are not recommended for survey control. KA1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KA1617.See file dsdata.txt to determine how the superseded data were derived. KA1617 KA1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ390878(NAD 83) KA1617_MARKER: DB = BENCH MARK DISK KA1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KA1617_STAMPING: L 178 RESET 1976 KA1617_PROJECTION: FLUSH KA1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KA1617+STABILITY: SURFACE MOTION KA1617 KA1617 HISTORY - Date Condition Report By KA1617 HISTORY - 1976 MONUMENTED NGS KA1617 KA1617 STATION DESCRIPTION KA1617 KA1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 KA1617'2.0 MI NORTH FROM PARIS. KA1617'FROM THE COURTHOUSE IN PARIS, GO 0.45 MILE WEST ALONG COURT STREET, KA1617'THENCE ABOUT 0.5 MILE NORTH AAONG JEFFERSON STREET, THENCE WEST ALONG KA1617'MAPLE AVENUE FOR 0.5 MILE, THENCE NORTH AND EAST ABOUT 1.4 MILE ALONG KA1617'A PAVED ROAD TO A T ROAD, THENCE NORTH FOR 0.4 MILE TO A CONCRETE KA1617'BRIDGE, 71 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 48 KA1617'FEET EAST OF THE CENTERLINE OF THE ROAD. KA1617'THE MARK IS 1 FT N FROM A WITNESS POST. KA1617'THE MARK IS 2 FT BELOW ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KA1619 *********************************************************************** KA1619 DESIGNATION - Q 178 RESET 1983 KA1619 PID - KA1619 KA1619 STATE/COUNTY- IL/EDGAR KA1619 USGS QUAD - GRANDVIEW (1982) KA1619 KA1619 *CURRENT SURVEY CONTROL KA1619 ___________________________________________________________________ KA1619* NAD 83(1986)- 39 37 09. (N) 087 45 15. (W) SCALED KA1619* NAVD 88 - 213.51 (meters) 700.5 (feet) RESET KA1619 ___________________________________________________________________ KA1619 GEOID HEIGHT- -32.01 (meters) GEOID99 KA1619 KA1619 VERT ORDER - THIRD KA1619 KA1619.The horizontal coordinates were scaled from a topographic map and have KA1619.an estimated accuracy of +/- 6 seconds. KA1619 KA1619.The orthometric height was computed from unverified reset data. KA1619.No vertical observational check was made to the station. KA1619 KA1619.The geoid height was determined by GEOID99. KA1619 KA1619; North East Units Estimated Accuracy KA1619;SPC IL E - 327,880. 349,730. MT (+/- 180 meters Scaled) KA1619 KA1619 SUPERSEDED SURVEY CONTROL KA1619 KA1619 NGVD 29 (10/23/03) 213.60 (m) 700.8 (f) RESET 3 KA1619 KA1619.Superseded values are not recommended for survey control. KA1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KA1619.See file dsdata.txt to determine how the superseded data were derived. KA1619 KA1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ352857(NAD 83) KA1619_MARKER: DB = BENCH MARK DISK KA1619_SETTING: 32 = RETAINING WALL KA1619_STAMPING: Q 178 RESET 1983 KA1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KA1619+STABILITY: SURFACE MOTION KA1619 KA1619 HISTORY - Date Condition Report By KA1619 HISTORY - 1983 MONUMENTED USGS KA1619 KA1619 STATION DESCRIPTION KA1619 KA1619'DESCRIBED BY US GEOLOGICAL SURVEY 1983 KA1619'2.6 MI WEST FROM PARIS. KA1619'2.6 MILES WEST ALONG THE CONRAIL RAILROAD FROM THE CROSSING OF THE KA1619'NEW YORK CENTRAL RAILROAD IN PARIS, ABOUT 0.25 MILE WEST-NORTHWEST OF KA1619'A DEAD END ROAD CROSSING, IN THE CENTER OF A CONCRETE RETAINING WALL, KA1619'34.0 FEET SOUTH OF THE SOUTH RAIL OF TRACK, 44.0 FEET EAST OF THE KA1619'CENTERLINE OF CONCRETE SPILLWAY, 34.0 FEET EAST OF LOCATION OF OLD KA1619'BM Q 178 1956, AND 13.0 FEET EAST OF WEST END OF CONCRETE RETAINING KA1619'WALL. KA1619'THE MARK IS 1.4 FT ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 KA2077 *********************************************************************** KA2077 DESIGNATION - R 183 RESET KA2077 PID - KA2077 KA2077 STATE/COUNTY- IL/EDGAR KA2077 USGS QUAD - DENNISON (1972) KA2077 KA2077 *CURRENT SURVEY CONTROL KA2077 ___________________________________________________________________ KA2077* NAD 83(1986)- 39 29 28. (N) 087 34 39. (W) SCALED KA2077* NAVD 88 - 181.59 (meters) 595.8 (feet) RESET KA2077 ___________________________________________________________________ KA2077 GEOID HEIGHT- -32.37 (meters) GEOID99 KA2077 KA2077 VERT ORDER - THIRD KA2077 KA2077.The horizontal coordinates were scaled from a topographic map and have KA2077.an estimated accuracy of +/- 6 seconds. KA2077 KA2077.The orthometric height was computed from unverified reset data. KA2077.No vertical observational check was made to the station. KA2077 KA2077.The geoid height was determined by GEOID99. KA2077 KA2077; North East Units Estimated Accuracy KA2077;SPC IL E - 313,770. 365,020. MT (+/- 180 meters Scaled) KA2077 KA2077 SUPERSEDED SURVEY CONTROL KA2077 KA2077 NGVD 29 (10/23/03) 181.69 (m) 596.1 (f) RESET 3 KA2077 KA2077.Superseded values are not recommended for survey control. KA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KA2077.See file dsdata.txt to determine how the superseded data were derived. KA2077 KA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDJ503714(NAD 83) KA2077_MARKER: DB = BENCH MARK DISK KA2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KA2077_STAMPING: R 183 RESET 1986 KA2077_MARK LOGO: NGS KA2077_PROJECTION: FLUSH KA2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KA2077+STABILITY: SURFACE MOTION KA2077 KA2077 HISTORY - Date Condition Report By KA2077 HISTORY - 1986 MONUMENTED NGS KA2077 KA2077 STATION DESCRIPTION KA2077 KA2077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 KA2077'1.0 KM (0.60 MI) SE FROM FERRELL. KA2077'0.6 MILE SOUTHEAST ALONG COUNTY ROAD S800 FROM ITS CROSSING IN KA2077'FERRELL, IN SECTION 13, T. 12 N., R. 11 W. AT THE JUNCTION OF COUNTY KA2077'ROADS S 800 AND E 575, 11.60 M (38.1 FT) SOUTHWEST FROM THE JUNCTION KA2077'OF THE TWO COUNTY ROADS, 9.90 M (32.5 FT) EAST FROM A FENCE CORNER, KA2077'5.80 M (19.0 FT) FROM THE CENTER OF COUNTY ROAD S 800, 0.80 M KA2077'(2.6 FT) WEST FROM A UTILITY POLE AND 0.31 M (1.0 FT) WEST FROM A KA2077'WITNESS POST.