|
<br />WINDSOR CORNERS
<br />
<br />LOT ~ CERTIFIED SURVEY MAP NO. 9369;
<br />LOCA TED IN THE NE 1/4 OF THE SE 1/4 OF SECTION 3~
<br />T9~ R10~ TOWN OF WINDSO~ DANE COUNTY; WISCONSIN
<br />
<br />FIRST ADDITION TO BULL RUN
<br />
<br />0::1
<br /><>:lleJl
<br />1--1::>'1
<br />V) I""""" j
<br />-lIQ!
<br />leJlClI
<br />hi
<br />78'
<br />
<br />ClI~
<br />
<br />~ilG
<br />
<br />83' :r:
<br />
<br />~i'\:
<br />-.11~
<br />
<br />--~----i2-
<br />
<br />FIRST ADDITION TO FULL RUN
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />,
<br />
<br />,
<br />
<br />,
<br />
<br />---------------------------------~
<br />
<br />--------------------------
<br />
<br />WINDSOR
<br />
<br />ROAD
<br />
<br />'"
<br />'"
<br />
<br />-i%---------~
<br />
<br />
<br />-------------------,
<br />--,----------,---------- ,,2-, 11"'51 96 'rOO , R 15,90.00' I ~ I
<br />" I f. 251. 00 , 15' 6' r '5' t '" 0 I
<br />I 0 '''''''I i ~~~'o~ 1~6' I '" 0 133'
<br />: ~~I!~~~~ ~~~~ : ~~I!~~~~ ~~~~~ _ ~~ :.. t" c; 2 ,,' \ ... '" ~ CER T I F I ED :
<br />: CONDOMINiUMS : CONDOMINIUMSC:::: . 1 I~ ~ ~ ~ ~}tJ S-UR-VE-Y-MA-P I lJ.J
<br />1 ------------ 1-------:---_. a . "<;;f 18.788 S. P. :0 """"\ 18.797 S. F. ~j ~ ~ ______ ___ I ~
<br />I WEST I ~~~~ ~ ~...-\ 19 I ~I' <.:J ('no. ! NO. 6438 I :: a
<br />~\<: 12.5' ~:~ "" 23 I ~ l..() I "' 0
<br />: ~~~~~~~~~: SURVEY N I ~ -. F12~ ~~(-:~~ I~ 23'937J ~:::: 2 : ~ 0.)
<br />I MAP NO 1 9369 ~ - r- _.J ----- -~ - - --, -.", (\J ,_ _" () , "\JJ.
<br />I . I 30 131. 19 1 . 66 ~::t0'> It\j S. F. \Q V) t (; t\j
<br />I j 2 lN89"32'3"S-E 26].85.< _C'\J ~h0! 12' Ifl-::.:--~~-----~------l V)
<br />\ \ '" _ --257 ACCESS EAs6iENl ---------;r '-;: I ?' I. \E I 0 1
<br />j \0",,,<\ I~a \\jw...t I 1-0
<br />! -O"lO 3 .":tI)' \\j.......H~ I oV) t
<br />: : ;:001 28.089 S.F. ~;::t01Lu~~5? !f;I$-T'~IGl +1 Vl;;a9-J1'50"E 208.17' :
<br />-~r--j \ <:o2h-1 ~ 21 ~g~c;~ / HI
<br />, ' '~'" ''""_,,,_,; N89032~40"E)(208.00 )
<br />\ I 12' I ""C:::If.... E
<br />I , , S88058~ JO"W 256.1J_'_ -L::::; Cl!:: '" ~8. 0 1~ Q~- -- - - -- ;\-,
<br />' L __ - ~ - " I 0 IV) 108. 13 4-- ,_
<br />! l__~____~__ ~-------- ti ~c t 8' 40' 86.97 \ 0 r- ChI
<br />I 589.32'38"11' _~ "--'- . ,. -' ,- ;;;:::=-.-:;;,.- 0 a
<br />I , '" "2' t~I4---::.w (t 2'O''IIJDE ~ ~ en "'~. SANITARY SEWER <n
<br />I go I ~ '" "t:SANITARY I'" '- AND WATER MAIN 22 '"
<br />I BULL I RUN (<:;89"31'52"l/J ~f ~~ SEWER ~Q') . 4 ~ EASrEMENT Q)
<br />! I V\ .... t. ,^ [4SEMfNT.. 0! Q) 6'
<br />'" 4- - - 1-0 Be CO ~ 107,048 SJ.
<br />\ : : '~o ~RdEASED) a ~ 6 ~l CD r17\ ~
<br />: 21 I 20 I 19 ~ 12.033 ~ ~ 5 \ ~::: 12.109:r @/ ~I -I~ -'0 -----;;s9-;;31-;5~1;;, 10' 4'69 --~
<br />: : S.F. 5; 12S.~59 ~ S.F. ~//~~I :: Ie;) _ t') ~9::"'3r..:.5~52.!!l'--iC;36"~:
<br />! I I C .r. i/~;".? :;;/ IE__~___~_~_ " ::-o~ /y<o G
<br />I \ \ I, - -fLf:l6 -, ~/, $lj;f3>. 0,' 1; 20' WfDE SANfTARY SEWER EASEMENT-78.
<br />I 1 I ~ V84.00/ 15' 'V46.99{))::!..1~ ~ W" 12,vOL. 718 OF DEEDS P.348 DOC. NO. J C;1~/
<br />I _ ----B --- _ ':-",-<" .~ ~':Jt,. ' 1015703,& VOL. 771 OF DEEDS P.217 (),~~ <:>
<br />_______..1_______...l_______________ 588"5840'W 153. 5w-~ -., ;;;"';;.. .,r'v~~ DOC. NO.i092185 (TO BE RHEASEDi'<)./).'
<br />MEL"VOOD 0 MELWOOD~, '4' " ,.;? -'; "", WETLANDS ,1""
<br />~i 0 DE:OICATrJL.l!..88"5S-40dE '.0 '\.2.J (); .f1.I") (\' . fVSS SETBACK ')'0 <;...,
<br />-l_-A~N-E-- ~ ~P0BfJ{ <~LANE <>>. @~~6- " .6;3~r,f ^- ~ I l.~f',J?'E. L lNE,~0\:0;{)7:,-
<br />_______________ N88"58'40"E 153.45' 0~ @ If::O;....~/~, ?-5i?6i~
<br />, '90.00' 63--:45'41,~'~0 '::t!,7S" ' -
<br />I _I -\ i ,-38"09~'
<br />
<br />I ~_ ~I@JB
<br />gj 0 '" 8 'T' @'6
<br />~l 7 'r-- ~ 64!
<br />'" 14.381:;-:;; 17;459 b:1 \'2'
<br />~I S.F. ~J..
<br />I- Ci I;". :J,
<br />UO.OO' ,,'"110.00'
<br />
<br />23
<br />
<br />22
<br />
<br />en
<br />en
<br />
<br />
<br />--------...
<br />
<br />\
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />\
<br />\
<br />\
<br />)
<br />/ ,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />,
<br />
<br />66'
<br />
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L ~ ___
<br />I
<br />I
<br />I
<br />I 17
<br />I ~
<br />I :s -
<br />I ~ IN28" 42' 56"ETf200. OQ..;,.:-I :::i
<br />
<br />I ----------"'-- ~I 9 01 .
<br />
<br />:--~~LL RUN~O'I 16,002SJ. g;;;
<br />I <> co......-- --.. 1
<br />l --- ...... N88042'56/f[
<br />
<br />I 16 200.00'
<br />I
<br />lItO
<br />Ii; .
<br />
<br />:--------------~- '1~
<br />I -
<br />I Q) --
<br />I 15 ~ I 200.00'
<br />- !
<br />I ....... 3t '
<br />I ~. 0 11 9
<br />'t - - - - - - - - - - - - ~ - ':: 'l;' .l 16. 000 S. F. _ 0
<br />.. cQ-- ,0;)1
<br />I "" N88" 42' 56 "E 200.00
<br />I -
<br />o
<br />I _
<br />I 1 4 0 rgo: 00 '
<br />I '" I
<br />~---------------- ~
<br />
<br />I 0
<br />\ I
<br />, 13 ~I
<br />\
<br />,
<br />,
<br />,
<br />
<br />'"
<br />""
<br />
<br />18
<br />
<br />12'
<br />
<br />-.11
<br />~I
<br /><>:1
<br />0::1
<br />hi
<br />
<br />~l
<br />
<br />"'I
<br />N8S0 42' 56 liE _______
<br />
<br />0::1
<br />lUl
<br />-.11
<br />lUl
<br />=>1
<br /><>:1
<br />Q:I
<br />>-1
<br />
<br />10
<br />16,522 S.F.
<br />
<br />66'
<br />
<br />13
<br />14.454
<br />SJ.
<br />
<br />, 1:10.00' ':
<br />s 0:. co .
<br />, "
<br />2;0 12 '\.
<br />- "'! /
<br />~a 14.784//
<br />, Q)
<br />~~
<br />o
<br />'"
<br />
<br />,
<br />
<br />......---------
<br />
<br />TRAVELER
<br />
<br />TRAIL
<br />
<br />en
<br />en
<br />
<br />10
<br />
<br />,
<br />, ,
<br />,
<br />,
<br />I
<br />,
<br />,
<br />I BULL
<br />,
<br />,
<br />
<br />RUN
<br />
<br />----,-------
<br />,
<br />,
<br />I
<br />,
<br />CONDOM I N IUM '
<br />__~~_______ I
<br />,
<br />,
<br />,
<br />,
<br />,
<br />I
<br />,
<br />,
<br />,
<br />,
<br />I
<br />~----------l
<br />,
<br />,
<br />,
<br />,
<br />
<br />IRA VELERS /fRA IL
<br />~------_..../ -----
<br />,
<br />,
<br />
<br />11
<br />
<br />12
<br />
<br />OWNER
<br />
<br />DELLA WINDSOR. LLC
<br />c/o BRAD ZIEGLER
<br />104 HILL STREET
<br />HAR TL AND WI 53029
<br />
<br />,
<br />,
<br />,
<br />I
<br />SIMONSON 'ADDITION
<br />
<br />,
<br />I
<br />I
<br />WINDSOR GOLF :
<br />-------
<br />VENTURES. INC.
<br />
<br />N89046' l7NIt'
<br />'IN89045~44"W '
<br />, 3 '
<br />, - ,
<br />, FORE US ,
<br />
<br />638.66'
<br />639.04' }
<br />4
<br />
<br />,
<br />I
<br />I
<br />SIMONSON' ADDITION
<br />
<br />GOLF ROAD CONDOMINIUM
<br />
<br />2
<br />
<br />5
<br />
<br />SUBD I V IDER:
<br />
<br />LLC
<br />
<br />WINDSOR CORNERS.
<br />c/o BRAD ZIEGLER
<br />104 HILL STREET
<br />HARTLAND WI 53029
<br />
<br />TO LAKF WINDSOR
<br />
<br />CONDOM I N IUM '
<br />
<br />TO LAKE WINDSOR
<br />
<br />---- - --
<br />D'ONOFRIO KOTTKE AND ASSOCIATES. INC.
<br />
<br />7530 Westward Way, Madison. WI 53717
<br />Phone: 608.833.7530 . Fax: 608_833.1089
<br />YOUR NATURAL RESOURCE FOR LAND DEVELOPMENT
<br />
<br />This instrument was drafted by D'Onofrio. Kottke & Associates. Inc.
<br />
<br />FN:
<br />
<br />07-07-102
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L________
<br />
<br />"'-
<br />en
<br />
<br />
<br />I
<br />I
<br />33' I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />r--------
<br />I
<br />I
<br />I
<br />N89"'31'50/l[
<br />:50.00'
<br />
<br />'---------
<br />I
<br />33' I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />J.._________
<br />I
<br />I
<br />I I
<br />I~ I'
<br />=> I I
<br />101'
<br />I'
<br />I
<br />l:r: I
<br />
<br />II~ ~-------
<br />10 I
<br />i I :
<br />'I' I ClI: ~ I
<br />1<>: I'
<br />I Cl \ I
<br />10:: II
<br />I, \CWlr-------
<br />"" I,
<br />I \<:::t II O;)!
<br />\ -J 11 "":;
<br />
<br />I <: ,
<br />,----Q..-)-
<br />I <( I
<br />0>,
<br />I
<br />I
<br />I
<br />I" I
<br />
<br />~ \~N :
<br />~ 0~'
<br />w~ I
<br />; IVlJ; I
<br />a \~~ ~
<br />;: "- I
<br />~ :~ I
<br />"'~ I
<br />a \lJ.}:- I
<br />>: \';:: ~ I
<br />"- - I
<br />og I
<br />~ I
<br />I:; I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I "" ,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />50' \ 33' ~
<br />
<br />I
<br />81~. :____
<br />6' I
<br />I
<br />I
<br />I
<br />
<br />6
<br />
<br />FOJND 1/2"
<br />SOLID ROUND
<br />IRON STAKE
<br />[. 1/4 CORNER
<br />SEC. 30. T9N, R10E
<br />
<br />6
<br />
<br />\~
<br />
<br />>-
<br />CD
<br />:>-
<br />0:
<br />::J
<br />en
<br />
<br />0'
<br />~!
<br />
<br />Le'
<br />-I
<br />1--,
<br />0:1
<br />CJI
<br />0'
<br />
<br />\3
<br />
<br />t
<br />
<br />NW 1/4 SE 1/4
<br />SEe. 30
<br />T9N R10E
<br />
<br />SW 1/4 SE 1/4
<br />SEe. 30
<br />T9N R10E
<br />
<br />
<br />SE 1/4 SE 1/4
<br />SEe. 30
<br />T9N R10E
<br />
<br />LOC"ATION MAP
<br />NOT TO SCALE
<br />
<br />t OF 20' WIDE SANITARY SEWER EASEMENT
<br />(/0 BE RELEASED)
<br />
<br />LINE
<br />
<br />BEARING
<br />
<br />015 T ANCE
<br />
<br />A-B
<br />B-C
<br />C-D
<br />D-E
<br />E-F
<br />F-G
<br />G-H
<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />N88058'40"E
<br />N630 23' 45 "E
<br />N890 36' 25 /IE
<br />N89' 36' 25 "E
<br />N89' 36' 25 "[
<br />N89' 20' 18 "E
<br />NO 1 0 16 ,. 1 4 /fW
<br />
<br />36.11 '
<br />58.81'
<br />154.20'
<br />69.21~
<br />76.05 '
<br />249.99'
<br />141. 11 '
<br />
<br />?L
<br />
<br />V 01- r?9 - 0 t~L13
<br />TIocu \'Y\VV\ T -:#-
<br />
<br />LEGENO
<br />
<br />TS
<br />
<br />'"PAGE
<br />
<br />o
<br />
<br />41'?(O~'l1
<br />
<br />e
<br />
<br />Found 1-1/4# diameter iron pipe.
<br />
<br />Found 3/4" diameter sol id round iron stoke.
<br />Placed 1-1/4" X 18" solid round iron rebar stake. weighing 4.30 Ibs/ft.
<br />All other lot and outlot corners are marked with 3/4" X 18" solid
<br />round iron rebor stokes. weighing 1.50 Ibs/ft.
<br />Arrows indicate the direction of surface drainage swale at
<br />individuof property I ir.es and said drainage swole sholl be graded
<br />with the construction of each principal structure and maintoined
<br />by the Lot Owner unless modified with the approval of the City Engineer.
<br />Pub I i c ut i I i ty easement (w! dths shown on p I at).
<br />
<br />@
<br />
<br />o
<br />
<br />-
<br />
<br />) Recorded os
<br />
<br />[2Q;jEnvironmental
<br />
<br />CURVE
<br />NUMBER
<br />
<br />RAD IUS
<br />(FEET!
<br />
<br />LOT
<br />
<br />1-2
<br />3-4
<br />4-5
<br />
<br />6
<br />
<br />5
<br />
<br />6-7
<br />7-8
<br />8-9
<br />10-11
<br />
<br />12
<br />13
<br />
<br />12-13
<br />
<br />14
<br />15
<br />16
<br />
<br />17
<br />18
<br />19
<br />
<br />14-15
<br />
<br />OL2
<br />22
<br />
<br />16-17
<br />18-19
<br />20-21
<br />22-23
<br />24-25
<br />
<br />I. Wayne D. Barsness. Registered Lond Surveyor. 5-1561. do hereby certify
<br />thot in full compliance with the provisions of Chopter 236 of the Wisconsin
<br />Statutes and the subdivision regulations of the Town of Windsor. and under
<br />the direction of the owner listed below~ J hove surveyed~ divided
<br />and mopped WINDSOR CORNERS and that such pfat correctly represenTs ell
<br />exterior boundaries and the subdivision of the fond surveyed and is 0 redivision
<br />oT Lot 3. CertiTied Survey Mop Number 9369. recorded in Volume 53 of Certified
<br />Survey Maps on Pages 136-138. Dane County Registry os Document Number 3134334.
<br />located in the NE 1/4 of the SE 1/4 of Section 30. T9N, Rl0E, Town of Windsor.
<br />Done County. Wisconsin. to-wit: Commencing ot the eost quarter corner of soid
<br />Secticn 30: thence 501016'14"E. 258,00 feet: thence 589031'50"W. 50.00 feet to
<br />the poi nt of beg Inn i ng: thence 501 016' 14 "E. 1 069.69 feet: thence N89" 46' 17 "w.
<br />638.66 feet: thence N01"17'04"W. 1036.80 feet: thence S89"32'38"W. 6.12 feet:
<br />thence NOI019~17"'W, 250.11 feet: thence N89032'38"E. 437.00 feet: thence
<br />SOI"15~16"E, 224.89 feet: thence N89031'50"E, 208.17 feet to the point of
<br />beginning. Contains 779,003 square feet ( 17.88 acres).
<br />
<br />Doted this /77# day of JUt! Y 2007.
<br />
<br />Rev i sed
<br />Revised
<br />Revised
<br />Revised
<br />Revised
<br />
<br />this
<br />this
<br />this
<br />this
<br />this
<br />
<br />5th day of September. 2007.
<br />23rd day of October. 2007.
<br />21st day of November. 2007.
<br />29th day of November. 2007.
<br />15th day of March, 2010.
<br />
<br />j(/~ 2). ~~
<br />
<br />Wayne D. Barsness. Registered Land Surveyor. 5-1561
<br />
<br />fill FOUND
<br />" ALUMINUM
<br />'- MONUMENT
<br />SE COR SEC. 30
<br />T9N RIDE
<br />
<br />NOTES
<br />
<br />,~v1f~;~f~s;8:1~~1r~~~\
<br />
<br />:'~.:, <f,,7 V]f.\\n:F: D. <:} ,5~1
<br />
<br />{r~ ( eu,~;'~ '~');:TH. l;r'j
<br />~ \ \NiB. lP hj
<br />"~(~l':~;;tti:;:,"'':.::''~~::'''f;.,,~~~~&l'
<br /><7~f' ',J "., \Je."~ \" .~~';;~
<br />~'"d?~i:f&:?~J:fE~i~~~i}::~\~~ ~
<br />
<br />167.00
<br />15.00
<br />183.00
<br />183.00
<br />183.00
<br />117.00
<br />15.00
<br />233.00
<br />117.00
<br />117.00
<br />117.00
<br />183.00
<br />183.00
<br />183.00
<br />183.00
<br />183.00
<br />183.00
<br />183.00
<br />167.00
<br />167.00
<br />167.00
<br />233.00
<br />150.00
<br />200.00
<br />200.00
<br />150.00
<br />
<br />1. County Trunk Highway "CVH is a control fed access highway pursuant
<br />to Chapter 79. Done County Code of Ordinonces.
<br />2. Wetland areas locoted on any buildable lots within the plot
<br />sholl be permanently restricted from development and disturbance. and no
<br />impervious surface is allowed within the 75' wetland setback on any
<br />bui Idable lot.
<br />3. Distances shown along curves ore chord lengths.
<br />4. Distances. lengths and widths ore measured to the nearest hundredth of a foot.
<br />
<br />Corridor
<br />
<br />CURVE DATA
<br />
<br />CHORO
<br />IFEET )
<br />
<br />60.43
<br />20.83
<br />61.58
<br />46.99
<br />14.76
<br />41.29
<br />19.17
<br />40.70
<br />166.57
<br />160.43
<br />8.57
<br />260.53
<br />
<br />19.47
<br />
<br />66.00
<br />66.00
<br />66.00
<br />67.40
<br />3.56
<br />62.80
<br />30.90
<br />32,18
<br />84.31
<br />213.55
<br />75.21
<br />72.37
<br />55.73
<br />
<br />ARC
<br />(FEET)
<br />
<br />60. 76
<br />23.03
<br />61. 88
<br />47.12
<br />14.76
<br />41. 51
<br />20.79
<br />40. 75
<br />185.35
<br />176.78
<br />8.57
<br />289.91
<br />19.48
<br />66.36
<br />66.36
<br />66.36
<br />67.79
<br />3.56
<br />63.17
<br />30,95
<br />32.22
<br />84.77
<br />237.63
<br />75.66
<br />72.77
<br />56.06
<br />
<br />C.IiORD
<br />BEARINC
<br />
<br />509"58'01 "w
<br />S64022;15NW
<br />N81020'07"W
<br />N790 01' 27"W
<br />N88" 42' 40 "w
<br />580" 51 ' 30 "E
<br />530058'" 45 liE
<br />503043' 33 '''w
<br />S44'05'58"W
<br />S41059'59"W
<br />587023'01 "w
<br />N4400S'58"E
<br />N86" 26' 05 "E
<br />N720 59' 50 "E
<br />N52" 13/ 10/1E:
<br />N31 " 26' 30 "E
<br />NJo026'28"E
<br />NOo043'39"W
<br />N09"33'"10'"'E
<br />N04001' 28 "E
<br />N14"51'42/1E
<br />N09"58I011'f
<br />N44"05' 58 "E
<br />N090 33' 10"E
<br />N09" 58' 01 "E
<br />580" 18' 58 "E
<br />
<br />
<br />CeNTRAL
<br />ANGLE
<br />
<br />T p.NGENT
<br />BEARING
<br />
<br />020'>50'46'"'
<br />08r57~42"
<br />019022' 26 J"I
<br />014045'"0611
<br />004037'20"
<br />020'19'40'"
<br />079025'50"
<br />010001'14"
<br />090" 46' 04'~
<br />086"34'06"
<br />0040 11 '58 "
<br />090" 46' 04"
<br />006' 05' 50"
<br />020"46'40"
<br />020"4f)'401/
<br />020046' 40"
<br />021013'24/1
<br />001 Q 06'50"
<br />021040'"28"
<br />010037'04"
<br />011'03'24"
<br />020050' 46"
<br />090046' 04 ".
<br />021"40'28"
<br />020050' 46"
<br />021"24'44"
<br />
<br />4-N71 0 38 '54 "w
<br />
<br />7-570041 '"40/[
<br />8-508" 44' 10 "W
<br />
<br />BEARiNGS REFERENCED TO THE EAST LINE
<br />OF THE SE 1/4 OF SECTION 30, T9N, Rl0E.
<br />ASSUMEO BEARING SOI"16'14"E AS SHOWN
<br />ON CERT iF lED SURVEY MAP NO. 9369.
<br />
<br />o 100 200
<br />~_ _,_~--d
<br />
<br />Scale 1" ~ lOa ~
<br />
<br />There are no objections to this plat with respect to
<br />Secs. 236.15,236.16,236.20 and 236.21(1) and (2).
<br />Wis. Stab:;r~oVided b~ 236_12. Wis Stats_
<br />
<br />Certified I \ \1.:, 20~
<br />
<br />/f7JJA1: A. .1J~
<br />11~;a~{~dniinistratio
<br />
<br />
<br />SHEET 1 OF 2
<br />
|