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U. S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> CENTER Corner of Section 15 _ <br /> I <br /> I <br /> Township 9 North, Range 8 East - 4 <br /> Town CORNER <br /> own o f DANE <br /> S <br /> DANE County S!ECTI'ON 15 <br /> i <br /> - rt r <br /> i'9N, R8E <br /> DESCRIPTION OF EVIDENCE: <br /> I found no evidence of the Center of Section 15 or any ties per Chris Adams's Tie <br /> Sheet dated March 7, 2016. It appears section corner and ties were wiped out <br /> during utility work on the American Transmission Company's lines. <br /> Reestablished corner from Plat of Survey by Williamson Surveying and Associates <br /> signed March 2, 2016 and under 2016-00448 in Dane County Files. Set 1 1/4" <br /> Rebar and set 4 new ties as shown below. <br /> 1 <br /> • <br /> 3272' 1 ROCK PILE <br /> S 19'24'21' E <br /> LOCATION OF CENTER OF SECTION PER <br /> RON WILLIAMSON PLAT OF SURVEY <br /> 2006-00 91 9 IN DANE COUNTY FILES IiHU—QHU—QHU— <br /> (NO REBAR FOUND) <br /> OHU <br /> N 88'11'28' E 0 87.94' 8 <br /> 13. S 89'44'22' W 108.58' <br /> 87.94' i TBWE' I SET 1 1/4' REBAR <br /> 0 I CENTER OF SEC. 15 T9N, R8E <br /> I 10' OAK c QHU—QHU—QHU <br /> o <br /> 01 <br /> _ _ <br /> � Ci )��_ _ --. L <br /> c <br /> LEGEND I I I LA <br /> 0 <br /> 0 = SET 3/4'x24' REBAR c oI V <br /> WT 1.5 LB PER UN FT I W <br /> S = SET 1 1/4' REBAR c Co <br /> (U <br /> o i N <br /> I o <br /> II • <br /> � ` r gOWNN , <br /> I, 1Vf7'4 [fit E✓� , certify that the corner C} } h� 1 <br /> location ion shown nn this record was U.S.y me or �\ •���j�///,y�y <br /> Public Land Survey Monument Record is correct and •I <br /> complete to the best of my knowledge and belief. NOA <br /> PRIEVE <br /> S-2499 = <br /> LODI, its <br /> ...., d( :::) <br /> Signature Date 4y� 4 <br /> /i /nnnouul��au� <br /> 9 0ck cs 53 OD,0 <br />