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U. S. PUBLIC LAND SURVEY MONUMENT RECORD <br /> WEST 1/4 Corner of Section 15 _ <br /> Township 9 North, Range 8 East 4 <br /> Town o f DANE WEST 1/4 CORNER <br /> DANE County SIECTIQN 1$ <br /> � <br /> T9N, R8E: <br /> Y t <br /> I <br /> I <br /> DESCRIPTION OF EVIDENCE: <br /> I found 2" iron pipe laying on its side that was wiped out during re—grading of <br /> the ditch. Reestablished corner from. Plat of Survey by Williamson Surveying and <br /> Associates signed March 2, 2016 and under 2016-00448 in Dane County Files. <br /> Location checked with 3 previous ties from Chris Adams's Tie Sheet dated January <br /> 22, 2010 and Ron Williamson's Tie Sheet dated October 8, 1982. I Set 1 1/4" Rebar <br /> at the West 1/4 corner and set 1 new ties as shown below. <br /> C 4.0 • <br /> `41 S 18'40'19' E <br /> C4 � I♦ (6.37') <br /> 6.86' <br /> N 87'29'43' E <br /> 18.0 <br /> APPEARS REBAR WAS MOVED DURING <br /> — <br /> GRADING�� GRADING FROM PERVIOUS TIE SHEET.ril <br /> liti <br /> II i SET 1 1/4' REBAR <br /> cj��j'3 WEST 1/4 SEC. 15 T9N, R8E <br /> 0, (41.63') <br /> N S 41.54' <br /> N 17'54'05' E <br /> 2.0 <br /> ' 3.0 <br /> '`� LEGEND <br /> GRAVEL DRIVE 0 = SET 3/4'x24' REBAR <br /> WI <br /> WT 1.5 LB PER UN FT <br /> w • = FOUND 3/4' REBAR <br /> ~ <br /> 3 3 = FOUND 1 1/4' PIPE <br /> Y <br /> • O <br /> m `' S = SET 1 1/4' REBAR <br /> W <br /> 3 xa = RECORDED AS <br /> , <br /> I, 'vok�RAE✓ certify that the corner r 441011 ) hT//� <br /> location shown on this record was determined by me or Z ``\\�`� V Irs/ // � <br /> under my direction and control and that this U.S. /� <br /> Public Land Survey Monument Record is correct and <br /> complete to the best of my knowledge and belief. NOA <br /> tf" IEV \E <br /> W S-2499 <br /> LODI, <br /> S <br /> ,,,� 3-g-17 <9 WI <br /> A.Slgnatur Date L �/© S_U F1\14�! ` <br />