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r. _- .. _. ,, - <br />"' f PLAT OF SURVEY <br /> BRIDWELL ENGINEERING COMPANY, INC. . <br /> MADISON, WISCONSIN <br /> C, <br /> 0 <br /> • <br /> ZS co <br /> o n <br /> Lm m a, <br /> L L1 �,� <br /> it I <br /> o °- _t•'N• <br /> 0 / 1\ <br /> G / <br /> o / <br /> 33' <br /> GIK . <br /> 0. <br /> / . <br /> JJ arE © F 5U 2 VE Y f `///9/77 /1 , <br /> i � , <br /> i I ,i , <br /> LEGEND 1 I <br /> • I I r„ , . <br /> ).-1- --P. K. NAIL SET LI .� • <br /> 1 <br /> O- --3/4 X 24" SOLID ROUND IRON -- -� • •A <br /> ROD SET _ <br /> a •~ <br /> a <br /> v <br /> io ' <br /> w :4 ... . <br /> N OTE <br /> • ∎ ._� <br /> BEARINGS REFER TO THE N-S <br /> 1/4 LINE OF SEC. 6 , SAID LINE nt t. MI <br /> HAVING A BEARING OF N 0° 33'30"E o Z t <br /> PER GEORGE A. WEIR MAP NO. 6713-L Pi w <br /> DATED I/19 / 70. n N (o <br /> 10 <br /> , I O'A•• ri <br /> w r„ <br /> 2 <br /> x I I. <br /> .Iwi.7•,,•,, I r �- <br /> /�., L_ _ 2 __4 <br /> /.� 0,' N 033130N E 122.83' • <br /> • <br /> • s D, :; co <br /> 3. •N V o CAA Its O <br /> .) Si <br /> (1.\( ., O o V s 0 0 <br /> . PI <br /> Iw W 4+i33' . <br /> R/W LINE ( 122.83' •t ,,. <br /> S. 1/4 COR. SEC. 6, T6 N, R 6 E, 0 w <br /> VILLAGE OF BLUE MOUNDS, w w <br /> DANE CO., WISC. o <br /> ' / ' <br /> BRASS CAP MON. IN CONC. FND. O O <br /> 4 11 N 0° 33' 30" E . 630.80' Ch t 122.1 REC'D. ) vf_ <br /> f627d REC'D.1 S 0.33'30" W 122.83' <br /> 753.63' <br /> (RECb. N O°19'30"W , 949. 1') <br /> PUBLIC STREET <br /> R/W LINE <br /> a <br /> DWG. NO. C-1107(1)-1 <br /> SHEET 1 of 2 e4 <br /> • <br />