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<br />'I
<br />J
<br />1
<br />
<br />-.
<br />~
<br />~
<br />"t
<br /><\j
<br />
<br />'"
<br />'"
<br />0;
<br />'"
<br />
<br />~ of'ds
<br />
<br />4.,
<br />i'<)
<br />~
<br />
<br />-.
<br />
<br />,;'
<br />
<br />"".
<br />o
<br />~
<br />~
<br />V)
<br />
<br />"
<br />0..!
<br />'0
<br />0,
<br />',n
<br />
<br />".
<br />
<br />Ii
<br />
<br />h
<br />'"
<br />1'0
<br />''0
<br />"
<br />
<br />10,
<br />"
<br />0,
<br />
<br />6j
<br />
<br />":}- -"
<br />:;:; ~
<br />o
<br /><
<br />~ ~
<br />C)
<br />
<br />"-
<br />" b
<br />" "
<br />l'
<br />" b
<br />'" t
<br />.' Q
<br />, (S -..~
<br />
<br /><i
<br />
<br />Road
<br />
<br />d,iJi umd'
<br />.'-......, Sou;,,
<br />
<br />LEGEND
<br />
<br />~ Fo"no .AhJrr:ir;\JfY' Monurnen~
<br />
<br />~ 1--1/4" Iron P:pc Found
<br />
<br />o
<br />
<br />o -J/4" '\ebar FO.J'ld
<br />
<br />X 24" Steel P;pe Piaced.
<br />
<br />
<br />30
<br />
<br />Scale 1"
<br />o 60
<br />
<br />50'
<br />120
<br />
<br />
<br />@ 2" X 3e" Steel PiDe Placed. Weigr,'rg '; ti::) ,tis/:n ft
<br />
<br />';
<br />
<br />L_
<br />
<br />---"1"
<br />
<br />_ L ___ .l_.
<br />
<br />- -',
<br />,
<br />
<br />;r-- 4-
<br />
<br />10' iG' /2'
<br />
<br />V L' FASE.MCNfS. No POLES or ~j0R ;,,:.: CJdLlS
<br />are to :;e p:Jced SJCY; that t~e :;-\5:,: ::::- <'<(<Jid
<br />c;:;lvrb or;j survey stake, or oDstr,jct ';::-f' Q.ong
<br />ony lot line x street 'ine.
<br />T rjC d:sturocflce of a survey staKe DJ is a
<br />v:c>oti:)n of Secror, 236.J2 or W'scons n
<br />
<br />
<br />~ aser"er!,s os rrerein set fort...., Qrf
<br />8; ;J~8,-<~ :3::;:)'~S and PRiVA:E Pl;~5~
<br />serve the C{,C
<br />
<br />'c :he
<br />
<br />cJse
<br />
<br /><.;- - :)RA:~~AGE APR-::;WS. Arows indicate ~ne ::<~cc~:cr: of
<br />~urfGce drainage swc;e at individJG ;:::r-:);:;;;T: :....cs,
<br />SOid crc~rGge swc:e 3"Qd De grc'::::c:::: r,"> '~,C ~or--
<br />tr "c;orc 0, eoe}"> pr;f\C:pO; str "C"..)"8 C':::: ,;'"'~;~;;tc<;ed
<br />'::) be lot Ofire;-, .;n;ess T:o~H'BC ,<;:th c:::.:YO;0, of
<br />:.10 rOWN f"NG 01EER.
<br />
<br />NOTES:
<br />
<br />'L.. ,Y._L..Y.__> i Y.._ :':0 uirect Vehicu'or Access
<br />
<br />Ad dis:of1ces ore to tilc necr8st :l;.mcrec:;; of G icet
<br />X: Clifve d:stor;ccs are chord ;0cosure.
<br />A: becr:ngs 8fC l>.EASlJRED to the nearest 00 :}J' ,^',,'
<br />Ai; ut;;itj foci:jt:es within this sJbcivision s:;0!1 De ~r:stc {";.:; 0~cc;g~O,,'id
<br />
<br />pt - pt
<br />'6'--'66
<br />;66--:6'
<br />16":-165
<br />165--'69
<br />: 6'~" 09
<br />
<br />, '0
<br />, :v
<br />
<br />11i
<br />
<br />1 ~,?2--' ' j
<br />173 _1 b2
<br />'70--' t3?
<br />
<br /><'"74 /::.J
<br />
<br />"5 - - ~16
<br />
<br />i ,0"
<br />
<br />,-,",
<br />"
<br />
<br />A'
<br />0." . ~,;.r:;~
<br />~~ vv\~';.
<br />.;;' g 135' Y1"
<br />,;.@~(~
<br />
<br />
<br />'" <~__ /f 84067'Of!" VI"
<br />.'~' /34.69"
<br />
<br />~;4--'
<br />
<br />1 -:8 ~. ~'q
<br />
<br />"77), 'be
<br />
<br />'8C-'b'
<br />
<br />1 ~r'e .18'
<br />
<br />;7j~152
<br />
<br />;8.3 -176
<br />
<br />154--'80
<br />
<br />15"7-186
<br />'88.'89
<br />189--190
<br />,57- '90
<br />
<br />'9'-'92
<br />'92,'93
<br />19..5-'94-
<br />19' --l'Jk
<br />
<br />'90- '9:)
<br />'90 . S6
<br />< 96~-' 97
<br />'90, 'g'
<br />
<br />'95 '99
<br />199 "'91
<br />'95--19:
<br />
<br />200-20'
<br />
<br />202~2Cj
<br />20.5--204-
<br />202,20',
<br />
<br />20S-2G6
<br />206-207
<br />205--207
<br />
<br />205~179
<br />
<br />209-210
<br />
<br />21 '~2: 2
<br />212--2; 3
<br />21' -2' 3
<br />
<br />214--215
<br />
<br />216-2'-'
<br />
<br />2'8?'9
<br />
<br />Cornor
<br />Sect/or! 20, J 09 i'J, R ?O [
<br />found Aiu(f;lnUm Mor'dment
<br />
<br />~onas
<br />
<br />Del to
<br />02020'00"
<br />04-05' 'OC"
<br />0405~'OO"
<br />
<br />02048'CO"
<br />'40:<:;' 00"
<br />
<br />~;40 ,:';2' 'X;"
<br />('::;0',../ ,,,G
<br />'J~)OC)' . CO"
<br />000' 7' OD"
<br />',1050'0(;"
<br />
<br />()40:J5':J2"
<br />0502,3' ;::4"
<br />C6052':)6"
<br />16024-'24"
<br />
<br />:);0' J' j4"
<br />C;jCSo':)ij"
<br />
<br />03055' 4-2"
<br />
<br />1--'008' '4"
<br />
<br />650{)' '02"
<br />
<br />560 jy ~)4"
<br />
<br />9201'" 8"
<br />
<br />04"()O' 50"
<br />16025'50"
<br />02032'20"
<br />2j002'0()"
<br />
<br />0:"'4R' 20"
<br />12034'30"
<br />020j9< '0"
<br />
<br />2,j.(l02'C~)"
<br />
<br />< 4-04.)' jO"
<br />
<br />, .=.,o:)?'
<br />
<br />080' -;'20"
<br />
<br />38Q53'C('''
<br />
<br />2 "O~/~' J<-"
<br />,coS9'00"
<br />35055'00"
<br />
<br />7goc;l' 00"
<br />
<br />:2056'00"
<br />
<br />13051 '00"
<br />2602':' 00"
<br />
<br />89054'00"
<br />1605YOO"
<br />
<br />26027'00"
<br />
<br />9304~'40"
<br />
<br />2:-;036'00"
<br />
<br />l' 0,:)0' 20"
<br />
<br />1400j'40"
<br />
<br />250.56'00"
<br />
<br />90000'"6"
<br />
<br />89059' 4.-+"
<br />
<br />,\J\ Q~9'rf ,.
<br />
<br />Curve Table
<br />
<br />Radius
<br />'066.00
<br />'066.00
<br />1066.00
<br />'066,00
<br />'066.00
<br />
<br />10ce.oo
<br />'coo.oo
<br />'CGO.oo
<br />'000.00
<br />, OQ(),OO
<br />
<br />';"J(..H3.(:C
<br />
<br />'0;:6.00
<br />~006.CC
<br />1006.00
<br />
<br />9+0,00
<br />
<br />S}4-0 .00
<br />
<br />9AO.OO
<br />
<br />940.00
<br />
<br />'5.00
<br />
<br />'5.00
<br />
<br />15.00
<br />
<br />3':0.00
<br />.3:JO.OO
<br />350.00
<br />350.00
<br />
<br />4'6.00
<br />4-\6,00
<br />416,00
<br />4'6.00
<br />
<br />326,00
<br />:\26.00
<br />326.00
<br />::526.00
<br />
<br />26C , 'JO
<br />260.00
<br />260 00
<br />
<br />15 GO
<br />
<br />3"::::.00
<br />3'"5.00
<br />375.08
<br />
<br />4-4-1.00
<br />44' ,00
<br />4-41.00
<br />
<br />15.00
<br />
<br />375.00
<br />
<br />44-1.00
<br />441.00
<br />441 00
<br />
<br />15,00
<br />
<br />'5.00
<br />
<br />, :O.OJ
<br />
<br />Tangent Bearings
<br />
<br />pt Bearing
<br />'6' N 6802~ '00" E
<br />162 S 6802"00" W
<br />175 N 87019'02" ~
<br />:76 S 87017'34" E
<br />'7': S 80"24'36" E
<br />176 N 79040'46" W
<br />179 ~i 56056' 20" W
<br />180 ,~87006' 4-2" W
<br />:90 N 65053'00" ~_
<br />19' S 65053'00" W
<br />
<br />Lengtr\
<br />{;., '+
<br />
<br />Cf',
<br />
<br />90
<br />
<br />52 , r~~,
<br />2--':).QS
<br />
<br />-'G
<br />
<br />6' c
<br />
<br />2:::,::' 0"',
<br />
<br />:)" ;/
<br />
<br />2Be
<br />
<br />e
<br />20'
<br />
<br />:;>
<br />
<br />~'4- ::;:~
<br />
<br />'oe,
<br />
<br />. :J
<br />
<br />- ,1-(.
<br />
<br />;J6
<br />
<br />'0
<br />,(C"
<br />
<br />'t'" ,is
<br />
<br />p,
<br />
<br />:.::,:- '/\
<br />
<br />4- 'f)
<br />
<br />2)
<br />
<br />,,~c ~
<br />
<br />I<~ _"
<br />
<br />:'..'::'_4:,
<br />
<br />;<c: ,/
<br />
<br />~2
<br />
<br />, '. (" ,~
<br />
<br />';9 '..)
<br />20..': .:)8
<br />
<br />:-:4 '-,'"
<br />
<br />1 6 . )~)
<br />
<br />S5. )c;
<br />< ;'8 o.H
<br />
<br />23 :;0
<br />
<br />~1' :,0
<br />
<br />Bearing
<br />N 690.)1'00"
<br />(\J ';j006' jG"
<br />N 7'7057'30"
<br />N 81"47'00" t
<br />~~ /5046'00" ,
<br />
<br />3' 0 co ' ~:'C~
<br />
<br />-76014-' r"'"
<br />-J --< "Ce:' ~V 'j;
<br />
<br />c; 68029' S:;" Vi
<br />,/ -5c46'00" Vi
<br />
<br />'> 55":5'0"
<br />
<br />'-.. 89059' 16"
<br />C; 5Y:}Y'C~'J
<br />
<br />_, 880 ~)6' 48" E
<br />
<br />~; 830' 8 I 33" w
<br />'-,j 89" 54' 4g" <<
<br />8S008'5:" Ii
<br />1 SBo' ,t '53" VI
<br />
<br />430'8'31" t
<br />
<br />.I'd 0 59 , 4~" E
<br />
<br />'5
<br />
<br />S 4604-;'39" E
<br />
<br />
<br />;.;
<br />:'!'
<br />J;
<br />.&
<br />'"
<br />~
<br />~
<br />If
<br />(p
<br />(j'
<br />.::;0
<br />i;
<br />l'
<br />f
<br />~
<br />...,
<br />o
<br />~
<br />'i'
<br />Q
<br />
<br />',56054'35" .
<br />;-.j 76039'45" t
<br />'-..j 67"09'10" F
<br />N T/024'00" E
<br />
<br />S 69047' '0" W
<br />S 79058'35" Vi
<br />5 87035'20" 11
<br />c: T7"24'OO" W
<br />
<br />'~ '3"'4.'4~>"
<br />
<br />'o' 88"'j2' 5:j"
<br />S 79"'22'+0" E
<br />''''; 6:)DI9'30" E
<br />
<br />''''; 8901' '00" 'Ii
<br />S '71022' 30" 'II
<br />C; 8::;019' .j()" W
<br />
<br />'o; 65"'5'30" ~_
<br />
<br />19027'00" t
<br />'~ 060;3'30" E
<br />\~ ;203' 'jO"
<br />
<br />-,04005'00" W
<br />, 7018' 30" "Ii
<br />S '2"31' 30" VI
<br />
<br />N 460'0.:)0" E
<br />
<br />S 12057'00" N
<br />
<br />',-: 05"54' 10" '--
<br />
<br />, "
<br />
<br />0, 18042' 10" -
<br />N '2057'00" E-
<br />
<br />S 44051'08" ~
<br />
<br />N 4500B'52"
<br />
<br />"
<br />
<br />2404-t~1 3C" w
<br />
<br />-
<br />
<br />
<br />
<br />\--'~; ~ -- Vision 1Tno!lg/e
<br />,
<br />
<br />\ If"
<br />'j./ ;
<br />0/ r.fuQ
<br />/ 00_ ,T:'
<br />@y"--=:/ J i.
<br />30'---1
<br />
<br />c,,<i!>,
<br />'(1'
<br />'(
<br />j L''-..
<br />
<br />"@J,
<br />'3D'
<br />
<br />Vision Triangle Detail
<br />
<br />Scale: :" "'"\'
<br />
<br />Vis;on Tr:o%,e reqJired at 0'1 !f")tersectio0s. No str-.;ct:..re of ony
<br />x,nc s1',o:: :'"c perm;tted w:\hn c v;sio" COi "C( \'Ihid: exceeds ~
<br />he:gh~ if 2~ i j 2 feet Gbove ~he elevetion of tl1e intersed:or exceot
<br />for necessorj highway cnd traffic sig:",s, approved p,lb!!c ut:;;ty
<br />;;nes and open fences th~ough Which there ;5 Cleer v;sion, nor ShOo
<br />cry ptcnt material except grasses end s;mi;or ~Jrf De permitted wh;cn
<br />obstruct sofe vision Of the approacres to the :".tersection.
<br />
<br />~~>
<br />
<br />;i;
<br />
<br />c: :
<br />->--' 0 ..,r,
<br />tj.~ .j
<br />LJ u-
<br />o~
<br />~ U1 'T
<br />:~ 'O~")
<br />s~o
<br />0~Z
<br />o v
<br />~
<br />c
<br />
<br />Chord
<br />4-.5.4'
<br />90.21
<br />90.2'
<br />:)2_09
<br />27~) 2;
<br />
<br />(1) (J)
<br />c, 0
<br />." .
<br />0i:f;
<br />, .'
<br />::J U
<br />'I) n
<br />o 0~
<br />
<br />,
<br />,
<br />
<br />:'b '~J
<br />
<br />I
<br />I
<br />'I:
<br />
<br />c 0
<br />tic
<br />0"
<br />z"
<br />o
<br />
<br />~;JC 'I;.
<br />tL' ':h)
<br />
<br />'.,9;J
<br />
<br />"
<br />"
<br />
<br />255,' -r
<br />
<br />-,'2.57
<br />94.60
<br />12C.7B
<br />267 09
<br />
<br />: 19.02
<br />9'.56
<br />64.4.1-
<br />280.
<br />
<br />20.84
<br />
<br />20,57
<br />
<br />21 61
<br />
<br />;>4.51
<br />'00.33
<br />'5 5'
<br />'39.76
<br />
<br />56.63
<br />91,12
<br />'9.26
<br />'of.
<br />
<br />6,~ . J~)
<br />q:; .C'
<br />-+ 7. '2
<br />2' ') .02
<br />
<br />12j.36
<br />49.'6
<br />, 73.05
<br />
<br />19.09
<br />
<br />82.30
<br />90,43
<br />1~1 .')8
<br />
<br />73.55
<br />'29.48
<br />201.78
<br />
<br />21.90
<br />
<br />166.16
<br />
<br />88,41
<br />108.21
<br />'95.41
<br />
<br />\\\\\\ll II '11If/1!
<br />"",,, \ S C U Iv r d!I')'~
<br />,.:::. ",N "..."........, vIA, ~
<br />~ .,,\ -',,'V ~
<br />o ~", '<~ ~
<br />~ ,..' '\ '"
<br />~ ", ~
<br />.::- l C::ORGE A. " -:;
<br />::: '* i V/EiR \ -:k ~:
<br />I, S0843 Ji.
<br />~~ \ lAwJison
<br />- '> Vii-, ,,'
<br />~~ /""" .,.J:'"
<br />.~"':''l i~/ /I:,.''''h'<"",,,,,,,,~ (:~-'\;'
<br />Ei :....) \' .., Ie, ,...'
<br />~/(lf '.-l)~: ~ - \\\
<br />(lit~~ ~ ,I:; H ;\\%
<br />
<br />2' .21
<br />
<br />2' .2'
<br />
<br />23 . j
<br />
<br />
<br />There are no objedions to lhis plat wilh Ihe resped 10 Secs, 236.15,
<br />236,16,236.20 and 236,21 (1) and (2), Wis, Slalules,
<br />
<br />
<br />Certified lhis lIst day afd~!~__m~.._ 19'1'1
<br />
<br />~'d()I~~
<br />~U fJl. y O'tJ/t . ~.
<br />Department' of Admin' r'qtion
<br />-..>
<br />
<br />~
<br />
<br />VOL
<br />
<br />P,/1
<br />
<br />50
<br />
<br />. "
<br />J&<
<br />
<br />PLAl
<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />180
<br />-,
<br />
<br />!, George A. weir, rC(jistered professionoi rand surveyor, hereby certify t1"ot :n
<br />fui! compLance w~th tre Vovis;ons of Chapter 2-36 of the W;sC00sin Sta-::des ODd
<br />the Subdiv:sion Regulations of tr.r: fown of W:ndsor and ur,der the Girec:ior of
<br />John DeWitt, agent 'or the owners of sojd londs, i hove siJrveyed, divided C10
<br />maDDed ire o:ot of h)t;c'1d Fieids, ;'1 the -Iown of '/{Gdsor, 00d that suer> plot
<br />cor~~ct:y rep~csents 01: e:<te..-ior boundaries Jrid :ne subc.1:viston of the :oros
<br />surveyed and this lend is loco tee and described ~o w:t.
<br />
<br />Being a part 01 the Sou~r;west 1/4 of the Southwest 1/4, port of the Southeast 1/4-
<br />of th,e SOJtflwest 1/4, pvt of ':.r:e Northwest ; /4- of the Southwest 1/4 c:1d al! of
<br />the Northeast 1/4 of the So,"~hwest :/4 of Section 20, Town 09 North, Range 10 Eost.
<br />Town of Windsor, Done County, Wisconsin, more fully described os follows:
<br />
<br />ComMencing at the Soutt"lwest Corner of soie Section 20;
<br />1hence S 890S-:' 16" E, 892.00 feet oiong the Soutn tine of soid Section 20, to
<br />the Eoster:y Right-~of-Way of the Chicago, Milwaukee, SL Paul, and Pocific
<br />Railroad, and the point of beginning of this description;
<br />Thence alonQ said Easterly Right-~of-Way being the arc of a curve to the left
<br />havina 0 "-adius of 2897.79 'eet end a chwd bearing N 0::; 0 21 ' 18" Ifi, 221. i 3;
<br />rrlenc~e N 07052' 30" A', 7L'~5~.;:4 feet along said Easterly F:';ight~-of- Woy to the
<br />'G::,: ,,'<est ~ 4- I;~~e of soid Sectior 2
<br />lnCLC '':; GcL"~':;2" f, 7077.10 c?et o!ong SOlO Eos:~ \\'8::,: :/4 :ine to the
<br />Nort~' So ,:;' 're of <:;0:0 ~~cc:,:on ):~;
<br />Thence:::' 00" '4j"~, 24jj./l feet o:o~,g so,o Nort,:-Soutn ~/4 ::ne, :.0 t'"1e ~~ortr,
<br />'ine of c...ert:~ied Survey Veop Number :)4} f:.(ccordC(j in \!oiUrY1e 3 Page 48 of Done
<br />COd~lty CerV:eci lo.J,ops;
<br />:he~~cc ~'j 89G~~ , '.09.28 fee~ 010'1g so:d '\or}~ line. to the /vest itr:c of
<br />80:0 Certif'cJ Survey Meo Number ~47;
<br />Tnence S 000 jQ' 16" ~:,' ) 14.82 feet c:ong so:d West i:ne, to the Sou:r, i;"0 of
<br />said Sccto..-! 20;
<br />fhe,;ce N 89":::: I 16" V;, 4-08,",4 feet along soia Soutn ~;ne, to the Eost ;ir:e of
<br />CvW:ed Sur-ley Mop NJr~lber" 621, Recorded >"1 Volume 3, Page 135, of DO'"1C Courty
<br />Certified S:.;:--vey ~Aops;
<br />:nence N 00057' ~O" E, 238.00 feet oiong SOtd Eost line, to the North line 0'
<br />said Certified Survey Mop 621;
<br />Thence N 890;:'11'1E" W, 3~9.79 feet along said Nod:r :inc, to the West line of
<br />sc;d CerU;ed Survey Mep Numbs"" 621;
<br />7he:"ce S Ooo.j7' 10" lV, 238.00 feet olong sc'c "lyes: line, to he Sout", !:ne of
<br />said Section 2:=:;
<br />Thence N 89 G;j 1 ' 16" W, 888. 40 ~eet olong said Sou:h line to the point of
<br />beg:nn:r-".g of this descr:D:ion,
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<br />SOtO Dorcel conto:ns 4,973,703 sqt;ore feet, or '-:4.18 acres,
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<br />-L'o::;b,.!.""''::cJJ. r..--L~'-L"=__m.._.m~....~
<br />George A, Weir,! Professional Lana Surveyor 5--0843
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<br />Doted ti-,s
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<br />cay' Of
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<br />j ',-,
<br />___,~~l_LL~i____~_,_~___, ~999
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<br />CORPORATE OWNERS CERTlFlCATE
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<br />\\':,,0301' Deve!oomert Corp., Inc., 0 corporat;on cv'!y organized and ex;sting by
<br />the virtue of tne lows of the State of Vvisc:or'sin, os owner does hereby certify
<br />7.nct said corDoro~;on caused t~e ionds descrioed on ti,is p'a1: to be surveyed,
<br />divided, moppea o"d ded:cated os represeiltca on, ~h,s pot.
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<br />V'''-:ndsor Deve1opmen: Corp., :nc., does fwther eert:fy that this pict is required
<br />by Sec!.ion 236,10 or Seeton 236" 12, Wisconsin Statutes to De submitted to the
<br />following for approvo. or ob~edion,
<br />
<br />Department of Admin:stration
<br />~jane Cou;:ty Zon;ng ond NaturQi Resources ComMittee
<br />V;',age Boord of t:Je Village of Deforest
<br />T 0,/,';1 Boord of the T 0'.',"1 of Windso~
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<br />IN V.,i,TNESS WHEREOf', the said Windsor Development Corp., Inc., has caused
<br />these t=resents to be executed, signed John R. DeWitt, President, o~isorJ,
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<br />w.i~~' r~ a,Mts cooporate sea: to oe cereto ofhed this 2L.. doy
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<br />O~t -\J,~Jr't-- ._. ___ , : 999
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<br />(/' (f/~ .rr\ /
<br />bL, 1~=\r~1<,c/~llj ~Vl
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<br />,,:ohr De"Yt!, Presiderit '
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<br />STATE OF WISCONSIN)
<br />~~~o~:~ ~:cn~~~f~re m~ thS:.,;~~.. day o'_~'0l~.__,.-: 1999,
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<br />JOfl~; R. Oe\'ntt, ~o me KnOlJm to De he preS'dent of tne N,nosor Devc10pment
<br />Corp" Inc. and ocKno....ieage tnot he exec~ted the foregoing :nstrL.:IT'wlt os such
<br />officer os the deee of soia corpo:--ot:on, by ;ts authority, for the purposes
<br />:,r;erein contained.
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<br />u~AQ&:;;J\~~.-_~
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<br />Notary Public, Dane count{ \'Ssco0sin
<br />My Cor-lmission ---------.lQ\'--4.. 0 ~~_~
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<br />Being part of e So thwest 1/4 of e
<br />Southwest 1/4, part of the SoutIJeast 1/4 of
<br />the Southwest 1/4, part of the Northwest 1/4 of
<br />tJ~e Southwest 1/4 d e Northeast 1/4
<br />of tile So thwest 1/4 of Section 20,
<br />Township 09 North, Range 10 East,
<br />Town of Windsor, Dane County, Wisconsin
<br />George A, Weir, Professional Land Surveyor 5-0843
<br />i1?ogal (ffid iEugiouriug, flu!'. 1IJaldsou, UlifJroufJiu
<br />Sheet 2 of 6 Sheets
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