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000302 <br /> CERTIFIED SURVEY ���1�/( /�1-11 p <br /> FOR PARCEL <br /> LOCATED IN THE NW Y4 OF THE SW 1/4, SECTION 34, T 7 N, R 11 E, TOWN OF COTTAGE <br /> GROVE, DANE COUNTY, WISCONSIN. <br /> NOTES: 1) Surveyed for Duane Swalheim, 436 Connie St.,Cottage Grove, WI 53527,the owner per record <br /> 2) Refer to building site information contained in the Dane County Soil Survey. 3) Bearings are referenced to Grid North <br /> from WIS.D.O.T.R/W Project No. 3080-00-21 on USH 12 re-location,the west line of SW'A of Section 34, brg. S 01 06' <br /> 02"E. <br /> ) li 75 <br /> L_ • <br /> • 1 <br /> 5.1c <br /> t1 11 <br /> ALUM MON. N 89° II' 52°E U S H 1 2 ti- 1 R �'- EX 15T C I L ?P.41 <br /> W 'I4 C OR.. I l <br /> SEC.3a-'I-11 N8B° 22_3�u 2107$•I ' E-tN '(4 LINE <br /> -NO IA.cC¢$5- EXIST. HWY 10 DE. RgMOVrp� ... •I <br /> .' 89° I .43211 E I8(2... 584 S9'3o E <br /> NO ACCESS • ��... ..�.. �� ;.• - - 82.98 <br /> RECORDED 11.4 1 ?••i�•P•f••••�•••••••*•vc•-• <br /> X v.919, P.too CT R.C . OF SEC.. <br /> N (-2 1\ �• \731 A SSE T� N 34- 1-11 FRoM <br /> \ 0 W #42.?.' \< loo' -o T1t_ SHEET of <br /> I , 1 r F. \ , • 1 �ecorco + HwY <br /> NI A.,'0 O` 0 ?LAN 14 ?AJT. <br /> 6'7 Z 2> DARN �)13/.e1/4\` NSe.� t 0 tso MON. <br /> 0 0 <br /> 7-1 C�ia .� 1,6".. `�` 1 ""'�—� .- s <br /> .o — 1 "rjAL to <br /> Z w�AGGC53 FoR1 ` N <br /> A �- ?o <br /> 0 & Q NEw ORIVEW Y - L 0 1 1 i D <br /> p p,.. 2.oo pc$ -ro E/1N LI <br /> ' -4 N N 81,110 SgF-rTo RN: f_ Z <br /> Y `I! O. 8. �� SHED g <br /> , 0 <br /> . -\ _ 5 89° 111 52." W 331. 381 <br /> to <br /> In <br /> 8.(01' Ak I N 52.443158°E m <br /> 33' I J,} ' <br /> Z <br /> N 38.GI' Q <br /> 6 m <br /> 27.'.9' ru 331 0 <br /> ALUM. MOw• W <br /> Ilit SW colt• <br /> 0 <br /> SEC. 34-7 - II <br /> lorimoremi <br /> 0 25 50 100 <br /> `��quu�uq SCALE 1`I= 00 <br /> , CO LEGEND: : GLEN L S= ,'"?;7> <br /> i 2 - / -/f ^7 <br /> 0 1 1/4"x 24"iron pipe set, <br /> NORTHROP _ <br /> 2.27 lbs. Per lin. ft. « r MADISON, a <br /> 0 1" dia. solid round iron rod %.9 WISCONSIN <br /> set, 2.67 lbs. per lin. foot. 'frI.-A s �� ,�► <br /> 4000000Denotes no vehicular access. *�� v , <br /> • Exist. 3/4" iron rod & WIS. DOT cap. �hftSUR 10►• <br /> ORDER NO. AB 2307-97 DOC. NO.,a9oV rf <br /> Drafted at ABEX Survey Company p <br /> 101 E Main St., P.O. Box 369 CSM NO. 677 d <br /> Cambridge,WI 53523 <br /> Phone: (608)423-3331 VOL. 4/O Q <br /> P g <br /> Drg. No. 2307 SHEET 1 OF 3 <br /> 14. <br />