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P P R—2 4—0 0 01 :3 6 PM L U N L 25. Y t I n U v o c n .. <br /> r .- <br /> t <br /> t <br /> ••••••• • . <br /> •�� FOAM NO.VU-A <br /> Stook No. 26273 <br /> • <br /> DANE . COUNTY CERTIFIED SURVEY . MAP , . gC05q <br /> LOCATED IN THE SE 1/4 OF THE NW 1/4, OF SECTION 2, • <br /> T9N, R10E, TOWN OF WINDSOR, DANE COUNTY, WISC•3 SIN <br /> V S(a • Nw CORNER N4 SECTION I20 <br /> LANDS BY OWNERS \�� <br /> NO3'37'23'E \\1„,, • <br /> I 105.08 \--- <br /> sVE"r f1 J z <br /> 6• VENr9 1► <br /> 'I ' <br /> � <br /> I( O. t <br /> Jl a. . <br /> WELL <br /> E o BASIS OF BEARINGS <br /> I <br /> • THE NORTH LINE•OF THE NW <br /> O/►I1AGE IS ASSUMED TO BEAR 589'35'S1"E. 0 <br /> •fr.�' <br /> IL4 s <br /> 80' ' M' <br /> ii 1}.7' 1 <br /> Iv, 1 I 10 \ 'b <br /> - •LOT i 1 �� , Q�(l-;. k;, �Q' <br /> 4b +/- 109,450 S.F. I ,.� (-c �'I�'�". '+, /1 .i, <br /> 4. 4 (+/- 1.1113 Ac.) 1§ rn I <br /> 1 96112x• 1 1 . , a .�. <br /> J . <br /> Iii R-IJ13.14' 1 i I % <br /> di LC-N IO I a J'E 1 / '�y ' ' 1• <br /> A-8'1750' f'- '' <br /> • 'b 8p' \ N I <br /> • <br /> 9 474:Allure _ i • <br /> I_ * ED • N 1/4 CORNER <br /> i1 —t ir PVg�„ 4 SECTION 12-......\ SOOIO'42'E 147878- ---f_ - _ _ - _ _CT 4 \___R-1348.•1(4' R.1j48.14' I <br /> LC-S 10'14'4rw Lc-soya 1'orW <br /> 107.36' <br /> 150.36' • SCALE <br /> Q-8'23'44' a-e�save• . <br /> 1" • 100' <br /> LEGEND ' 0 50 . 100 200 <br /> O 3/4• x 24" ROUND IRON RE—BAR (SET) I <br /> WEIGHING 1.50 LBS/LF 1 <br /> 0 DANE COUNTY ALUMINUM <br /> MONUMENT (FD) OWNER/SUBDIVIDER <br /> o UTILITY POLE. RANDY & PHYLLIS REIGSTAD <br /> 216 EVERGREEN LANE <br /> DEFOREST, WI 53532 <br /> NOTE: REFER TO BUILDING SITE INFORMATION CONTAINED <br /> IN THE DANE COUNTY SOIL SURVEY. SURVEYOR <br /> TOWN ROAD VACATED BY TOWN BOARD ACTION PAULSON & ASSOCIATES, LLC <br /> DATED MARCH 16, 2000 DANIEL A, PAULSON <br /> SEE COUNTY HIGHWAY RECORDS, PAGE 98 FOR DE HOLU STREET <br /> �� DEFOREST, •WI I 53537 <br /> w <br /> CTH C ROAD RICHT-OF-WAY DESCRIPTION. <br /> . I <br /> PAGE 1 OF 3 FILE NO. 1199-76 _ • <br /> .0% <br />