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Last modified
7/6/2024 4:49:48 PM
Creation date
6/6/2017 12:53:11 PM
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• <br /> — tLu ant. a a1vvaiv S•T <br /> _ —: . <br /> • <br /> : , <br /> SURVEY PLAT • <br /> ALEX W. ELY . <br /> DANE COUNTY SURVEYOR <br /> DANE COUNTY COURT HOUSE <br /> MADISON• WISCONSIN <br /> DIAL 5.9411 Err. 56 <br /> Name ELDON STENJEM Map No.3209 L <br /> O <br /> Address /34 W. WILSON ST. MADISON cb <br /> Descript;-• PART OF LOTS, 10,1/,8 /2, BLK, /5, PLAT OF BLKS. /5 8 /6, NAKOMA V N co <br /> 57, 'S7 <br /> SCALt✓ .,r MAP -- 1 INCH — /0 FEET I STONE WALL M M N I <br /> In <br /> • IRON STAKES tOUND S 50°08'E 2272' I'� ^� O <br /> State of Wisconsin 0 C� ! ,.� <br /> CountyIf Dane } s'` X x X X X X X a X �` /O.O <br /> ° IRON STAKES DRIVEN 117. 6 PP EE 109.6 <br /> I, Alex W. Ely, a registered en;ineer of the State of Wisconsin, do hereby certify that on✓UL Y 6 19 59 , �� ,. �¢ <br /> I survey;d the above described and napped property according to the official records and that the accompanying map is a • 1; ��E �6 �C EE corre:tly dimensioned representation to scale of the boundaries. that all buildings and improvements lie wholly within the .�� IP 0) <br /> boundary lints, and that no encroaciments by adjoining ownecs ,appear from said survey. ,• 1$ ?P�� PP�� IRE <br /> Surveyed by DWK <br /> ...,c)TG `• �g P0 9 P a; <br /> PPS <br /> P <br /> Detailed by • 0‘ I <br /> 'fated Icy T6 • ` 1, 4 /0 ;i ti <br /> Page Order No. 4084 t+ QQ�Field Book 3/6 g 38 <br /> -_ i P IS <br /> • —t--- 33.0'-\\--0— NOTE CONTOUR INTERVAL CHANGE AT 35' - 41• t <br /> I1 E <br /> �' <br /> �• .1 le <br /> • PP P <br /> I.A 't pPP1,6 2A <br /> ., 0 (1 I <br /> w <br /> R <br /> N♦ I_ 6 i ,� PP�� �E <br /> — • #. ' ' 0 <br /> ID <br /> w NI tk P It N tQ C.) N ��>r i <br /> in tsr) <br /> s: • .1 C--- I "") 0 i'‘'\6 <br /> '. ,' . tb tc h IV) , PP <br /> �r CtN <br /> •1 ~ V' <br /> • co 4 <br /> Cl' ► 11 .; <br /> II e <br /> Id lir <br /> �p�N06E i2£ ,FO 0� �1 .i s� <br /> OIL• <br /> RE ��; <br /> • �u �1 �: ;; e PPP PPP PPP <br /> b• dot <br /> , / / Ct ;,, <br /> 45. <br /> O. <br /> ( 11 Vt./ C11:9 <br /> 2,3 <br /> 6-1 <br /> Z P 1� 'AI ii �� O <br /> tra <br /> o <br /> a, U• d A' <br /> R N <br /> `, �11:• it <br /> 111 <br /> 411 <br /> 41 <br /> �� 'Iv P yrwe <br /> 1S <br /> In K <br /> fel <br /> • <br /> • <br /> i LU Np <br /> J. <br /> JP di <br /> OP <br /> • <br /> t <br /> 40 <br /> li Ct �� <br /> N <br /> IP It <br /> III k <br /> II <br /> J/ .1.ff , . M <br /> in in <br /> _kg tll <br /> 14:17 <br /> 41 <br /> 111 �. PO X <br /> Oil •• <br /> • <br /> (1)e'C' <br /> P\1 i• a <br /> r <br /> if. • <br /> i� , Pr <br /> CIS cv 6 <br /> 1 O PO , . I <br /> V pP E <br /> 056 S R l6 t XlµEAi • Pty'1 <br /> t6ke. oipR <br /> 4 <br /> 1e t b 5�E0 <br /> tO . <br /> i 2 . , 110 ffi) . <br /> �6 E �E6 ic <br /> �$ I <br /> �‘� SEE <br /> <r:N <br /> • <br /> co <br /> M M O <br /> 1 1RF� V , 5qiSS N M <br /> in <br /> co <br /> 1 //4.90s • _ 11'� 107.06' /O.O' <br /> 62 9 0 N 50° 08' W 22/96' 3 186. TO MANHOLE ON A GAWA <br /> PATH R/M=36.04 <br /> 'i' <br /> FLOWL INE =34,83 <br />
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