|
<br />
<br />109
<br />
<br />1 I 106 105
<br />1 1 ____
<br />1 I 0" w 372.52...'_______ -~-102.50;-
<br />I IL ._5_85,,09'0--- -- 00'
<br />I _ --- -7 - ~-90. 116.3:J..'-_____
<br />\ " W ------;---- <?= 90.00 90.05' ____ __________
<br />\ "51 'Q~-- <?= 90.02 90.13' ___ _________
<br />5\ 72 -0-00' 7601 ' _~.________
<br />~-6 . 8' ~-----
<br />29.f!-------
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<br />~ U/JIity Easemenl :
<br />"" I
<br />, 5 89018'00" WI>
<br />~ 134.03' I
<br />
<br />~ 20' Wide ;;;;;;;;; Slorm 1
<br />(, ~~age Easemenl 1
<br />
<br />~ ~ ~ 103 i ~
<br />JJ' JJ' <Q ~.s 14,044 Sq. ft. I "
<br />~ . I 6 ~ 0.32 Ac. I ~
<br />-'"sio 10ang17,,- / J. ,';;; * ~---~ I ~
<br />t..~ S e DetaIl ,\//1 " ;> <fl /-- .........t..
<br />"" /'O~ <:IN> <J];D "'o"{' / I "
<br />7'" /0' .~ I
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<br />
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<br />'~ I ;" ") g"2" 6' <'TID
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<br />-<.o~ ~ CO ~
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<br />104
<br />
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<br />117
<br />14,430 Sq. ft.
<br />0.33 Ac.
<br />
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<br />
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<br />
<br />116
<br />12,132 Sq. ft.
<br />0.28 Ac.
<br />
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<br />"'"
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<br />6 ,..,
<br />",-
<br />"
<br />tf)
<br />
<br />
<br />115
<br />12,443 Sq. ft.
<br />0.29 Ac.
<br />
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<br />2~
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<br />6 '"
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<br />
<br />114
<br />14,235 Sq. ft.
<br />0.33 Ac.
<br />
<br />
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<br />?~4f
<br /><go)~
<br />~~
<br />-
<br />
<br />113
<br />12,325 Sq. ft.
<br />0.28 Ac.
<br />
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<br />
<br />Road
<br />583011 '00" W
<br />99.90'
<br />
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<br />~ ~~ I
<br />......." OQ I
<br />- ~ ~ * 135 I ;"
<br />'" .~ V> 3,747 Sq. ft. I ~
<br />'" '" ^b(jO) 0.32 Ac. II"
<br />J' J)! -.
<br />v , I
<br />
<br />:~
<br />I
<br />I
<br />
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<br />143.04
<br />29.23'
<br />
<br />97.56'
<br />
<br />
<br />
<br />""
<br />
<br />64.44J-~~?-
<br />./.:.~? ~
<br />Vision 1 riongl? '" ~
<br />
<br />~I ~~
<br />
<br />12,707 Sq. ft. " >t
<br />0.29 Ac. ~
<br />~
<br />
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<br />
<br />Cill>
<br />~
<br />
<br />_76.19"~ 13.91'
<br />
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<br />\2)
<br />
<br />@
<br />
<br />119
<br />12,057 Sq. ft.
<br />0.28 Ac.
<br />
<br />.2
<br />:0
<br />~
<br />0-
<br />J' ""
<br />
<br />~ ~ ~
<br />~
<br />~ .3 ~
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<br />" ~" N 84057'00" W
<br />/ CJ ~()S?
<br />;/; N 89056'00" E;:,; V);;S <>== /34.69' ==<> ~
<br />/( ,,'(,;/ 110.00' 'GQD ~ '" @J~411 : ~
<br />/'),0 ,09/ <Jo= ~ / \1.!/~C .! I h)
<br />___/':;~A!J/ \ ~ Ob ~i / i ~
<br />l' ~G,..o:iM~- ~~94~~;' ~(~/ 134 .~~/ j / s 014,2~f~q. ft. : ~ C\j
<br />
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<br />
<br />
<br />a' 132 ,P' nil ------'!!:~!..'---~_I 1// r----I!.~!.."!:'~'o~" W
<br />'::> Z; t 15,227 Sq. Ft. Ii -, 1 ==t> - -_____,
<br />
<br />
<br />
<br />
<br />
<br />
<br />
<br />~ --------- . @) - 19.0 /, I , I I
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<br />N 88055'00" E 'I a ~ub\ic (j]D 76:- ---------- ,Qj]) I II
<br />- - \ 0 10 1~e -49. 4J I1sio" r.. '''' "-> I II
<br />\leoicae cJ]Z:>~~~--:, .s: rIO"gle~t.\ b 9:,/ ,,) I ~
<br />588055'00" W ~~~~ 56.6JtIDr- ~ sq E,ITY140 attJ:~tal) '\'- <:fTID11 I}~ ~~I ,<Jl/ 111;g
<br />(j]D Cill>~~~~~ , ~ :x ;;S I} 16,288 Sq. ft. 1..../-/ ~ "v/ 137 .~1P ,..,
<br />'075'1926' ~ J ~<Q 0.37Ac. '1v!!1 I 116,083Sq.ft. S/~~.:
<br />~" . . -- .'C... . . ~ ". , . '/ '"Ok 'I
<br />\~ t') >t '1 "'<0& ~ ~I .V I ~
<br />~ . 141 I '0 Xl' 0 <:i I ,cfj( I ~
<br />>t ~ - 15,487 Sq. Ft. / I N 800/7'00" W ~,^/I h~/ ".~t:'<fl:
<br />. 142 :g ;~ 0.36Ac. I I 1.35,02' ." 'VI/II
<br />14'1~' 6,,1} I.'/;I ~ " "01 // I
<br />.J 2;;;~ -- I'" I !:l \ I
<br />'" '" 13,382 Sq. ft. " I' I 8<:5 ~ I / I
<br />~ 'l' 0.31 Ac.;:,; 1& ' ! I, . .J! 0) \)'!~ I " / I
<br />- ~ [ 12'. Wide Public /.:;. ~/ 139 ,~~ ~ / / I / A/ :
<br />~ Waf~'D~~a::bgs;~;~ Utility Easemen~/~ :il 15,595 sq" ft. . . I / ~ / .o~~<fl :
<br />_______J,,'V I 0.36 Ac. ~" I ! I ~~/\o ~ I
<br />-----:.- --------~:-- sr"1 -, / If/ I I / }/ l :
<br /><Jo= / / ~" I 1/ /; I
<br />90.02' ~ 90.03' ~ 54.27' ~) / 1 I I ,.'/ t! :
<br />
<br />N(~~~.~'!;.~"_,;~:g' ! N?~;;:~N k,/ i ;lit / N;'~:/:;.' wi
<br />I // '7 C) I :0/, I,," (Rocordod os
<br />! :1 ~O/ " I . 1 '" &' S 89"18'30" E, 110.00' )
<br />(If; I / &1 ~ q
<br />I ~ I I //1 iIJ!:ff ",! ~
<br />~ ::-. II 138 ~ / I tI 'I!" ~ "
<br />"<:::l v; 23,364 Sq. ft. , ~
<br />'" 0, I I I ' C\j "
<br />' ~ '" 0.54Ac. <> J3' JJ' I &1, '" "
<br />~!') ~ I ' iO~f:J. I Iyl Wslon Tdongfo t-.!& "" !!
<br />"C\j I Wslon Td.on . ~ ~ Soo Nololion In ~'" :t ~ ,1;
<br />~ See N%fton In ~. ~ I V1~fon Triongle DBtoil ~I (Q ..... , .....
<br />'- I t1sion Tnong/(J Detoil l.tJ I ~ _'!. ... l.) .1 48
<br />'" L. I '1 ' 6 6' \' ,I I() " ,{'!!'!.r!!.e..~J:.aJ/~___
<br />'" -TI ---~.!!f!.:e!:J~:L___r-I, 8 ~ 1,,,__c?:~9":-?1'.1~.f ____I ~ ~
<br />~ ~ r 133.02' / ". ~. ". , , , 110.00' 1 S1 8
<br />~ ~ I /.~' "" "! 0) " C) ~ ! -1-" ~ ....J ~
<br />c:__ I ~ Public Storm Water /()'~, ~ ~.~ ~ ~ N! 'Sr;~~ ~ 0::
<br />~ ~ I:;J Management Easement /~~~~. 'n" (, '" '" : "'~~ ;" <:::l '-
<br />'-- oj ~ ti ~ I C) C) ~~, to V)
<br />~ I --~*.!!~~L-.L~----ri:.;:,; V) ~ ""', M D' I" h' , A
<br />...... Vfmlcu/or Access / 51.66' \. ~ <m::> :-~? ~ 52.32' " 0 free Y8 ICUlor CC8$S
<br />
<br />~ 11876 """"" ~ N89051'16"W 192.10'
<br />N 89051 '~I;: W Gr~aly _ 96.100' _<:ID:>_1
<br />- - - - Road - - - ~ - Dedicated To The Public a
<br />_G!a~ ;:"'1 I~ '"
<br />---- "'I ,'" Road;;,
<br />
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<br />
<br />121
<br />12,202 Sq. ft.
<br />0.28 Ac.
<br />
<br />120
<br />12,401 Sq. ft.
<br />0,28 Ac.
<br />
<br />
<br />123
<br />
<br />" .
<br />2 ~~
<br /><0'
<br />",'"
<br />6 ,..,
<br />,,-
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<br />
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<br />lands
<br />
<br />~
<br />
<br />0" VI.........-
<br />,0 /
<br />1(>41....................
<br />56--
<br />--
<br />--
<br />
<br />.2!!:I!.~'___
<br />587'36'00" W
<br />
<br />
<br />~
<br />
<br />
<br />
<br />129
<br />
<br />
<br />,
<br />~
<br />
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<br />~
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<br />~,!-,!!f!e3J;.!!!!!..!!'J!.!'():_~!
<br />
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<br />
<br />Lol 1
<br />
<br />c.:.'!!'!!!L5:!!!!!..
<br />
<br />1!.'!P_f!'!:...?!!.
<br />
<br />",I N 89051 '16" W 359.79'
<br /><0: (RocordodC;S89'18'30" E, 360.00;-)1-
<br />
<br />;:"'1 I
<br />"'I
<br />
<br />
<br />-r;:---- I
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<br />~Oi~~~S~~~~~.?~~ 1 ~ ! .? ~
<br />I~_L_Q..S_~_J~ I ~~, I
<br />12 I
<br />
<br />N 89051'16" W
<br />
<br />408.14'
<br />
<br />;;"1
<br />"'I
<br />
<br />(Rl1cordQd 0$ N 89050'30" W)
<br />
<br />1/ ~ 3~X!~!f~~~!Q.. -1- - - - -1~~~H_~D"p~T~O!L~_~U_N.?~~~~~2- - - - T-
<br />1 1 ~~~S~~t~~~O~.? 2 1 I 2 / 3 1
<br />I 'LOf31! ! BL~CK~27/ j
<br />
<br />+-1
<br />~I
<br />'-I
<br />Vii
<br />33'
<br />
<br />lands
<br />
<br />LEGEND
<br />
<br />}__i- J
<br />~S
<br />
<br />10' 10' /2'
<br />
<br />vvvvvvvv
<br />
<br />NOTES:
<br />
<br />Found Aluminum Monument
<br />1-1/4" Iron Pipe Found
<br />3/4" Rebar Found
<br />1" X 24" Steel Pipe Placed. Weighing 1.13 Ibs/ln It
<br />2" X 30" Steel Pipe Placed. Weighing 3.65 Ibs/ln It
<br />
<br />~
<br />.
<br />
<br />o
<br />
<br />o
<br />@
<br />
<br />60
<br />I
<br />
<br />U11L1lY EASEMENTS. No POLES or BURIED CABLES
<br />are to be placed such that the installation would
<br />disturb any survey stoke, or obstruct vision along
<br />any lot line or street line.
<br />The distulbance of 0 survey stoke by anyone is 0
<br />violation of Section 236.32 of Wisconsin Statutes.
<br />Utility Easements os herein set forth ore for the use
<br />of PUBLIC BODIES and PRIVATE PUBLIC UTILITIES
<br />having the right to serve the area.
<br />
<br />DRAINAGE ARROWS. Arrows indicate the direc,tion 01
<br />surface drainage swale at individual property lines.
<br />Said drainage swale shall be graded with the con-
<br />truction of each principai structure and maintained
<br />by the lot owner, unless modified with approval of
<br />the TOWN ENGINEER.
<br />
<br /><i==
<br />
<br />No Direct Vehicular Access
<br />
<br />30
<br />1
<br />
<br />Scale
<br />
<br />1"
<br />60
<br />,
<br />
<br />60'
<br />120
<br />
<br />o
<br />1
<br />
<br />
<br />VOL
<br />
<br />57- J).7JJ
<br />
<br />PLA1'5
<br />
<br />P II GE
<br />
<br />50.2
<br />
<br />
<br />180
<br />I
<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />I, George A. Weir, registered professional land surveyor, hereby certify that in
<br />full compliance with the provisions 01 Chapter 236 of the Wisconsin Statutes and
<br />the Subdivision Regulations of the Town 01 Windsor and under the direction of
<br />John DeWitt, agent for the owners of said lands, I have surveyed, divided and
<br />mopped the plot of Holland fields, in the Town of Windsor, and that such plot
<br />correctly representsalJ exterior boundaries and the subdivision of the lands
<br />surveyed and this land is located and described to wit:
<br />
<br />Being 0 part of the Southwest 1/4 of the Southwest 1/4, part of the Southeast 1/4
<br />of the Southwest 1/4, part of the Northwest 1/4 of the Southwest 1/4 and all of
<br />the Northeast 1/4 of the Southwest 1/401 Section 20, Town 09 North, Range 10 East,
<br />Town of Windsor, Dane County, Wisconsin, more fully described as follows:
<br />
<br />Commencing at the Southwest Corner of said Section 20;
<br />Thence S 89651' 16" E, 892.00 feet along the South line 01 said Section 20, to
<br />the Easteriy Right-of-Way of the Chicago, Milwaukee, SI. Paul, and Pacific
<br />Railroad, and the point of beginning of this description;
<br />Thence along said Easterly Rlght-ol-Way being the arc of 0 curve to the left
<br />having a radius of 2897.79 feet and 0 chord bearing N 05621' 18" W, 221.13;
<br />Thence N 07032'30" W, 2455.24 feet along said Easterly Right-of-Way to the
<br />East-West 1/4 line of said Section 20;
<br />Thence S 89042'55" E, 2077.10 feet alon9 said East-West 1/4 line to the
<br />North-South 1/4 line of said Section 20;
<br />Thence S 00041 '43" E, 2433.71 feet along sold North-South 1/4 line, to the North
<br />line of Certified Survey Mop Number 547 Recorded In Volume 3 Page 48 of Dane
<br />County Certified Survey Mops;
<br />Thence N 89651' 16" W, 109.28 feet along said North line, to the West line of
<br />said Certified Survey Mop Number 547;
<br />Thence S 00630' 16" E, 214.82 feet along said West line, to the South line of
<br />said Section 20;
<br />Thence N 89651' 16" W, 408.14 feet along said South line, to the East line of
<br />Certified Survey Mop Number 621, Recorded in Volume 3, Page 135, of Done County
<br />Certified Survey Mops;
<br />Thence N 00657'10" E, 238.00 feet along said East line, to the North line of
<br />said Certified Survey Mop 621;
<br />Thence N 89'51' 16" W, 359.79 feet along said North line, to the West line of
<br />said Certified Survey Mop Number 621;
<br />Thence S 00057' 10" W, 238.00 feet along said West line, to the South line 01
<br />said Section 20;
<br />Thence N 89651' 16" W, 888.40 feet along said South line to the point 01
<br />beginning of this description.
<br />
<br />\ - Vision ,Triangle - I
<br />
<br />..,,~ )/ T J "(, <p
<br />
<br />~ ~ <) ,'J'
<br />/ 'Oo~ 1 1"') <t',
<br />
<br />/ -' L'
<br />
<br />1--30'--1 1 !--30'-+j
<br />
<br />I
<br />Vision Triangle Detail
<br />Scale: 1" :::: 50'
<br />Vision Triangle required at 011 Intersections. No structure of any
<br />kind shall be permitted within (] vision corner which exceeds (]
<br />height If 2-1/2 feet above the elevation of the inlersection except
<br />for necessary highway and traffic signs, approved public ulility
<br />Jines and open fences through. which there is c1eor vision, nor sholl
<br />any plant material except grasses and similar turf be permitted which
<br />obstruct. safe vision of the approaches to the intersection.
<br />
<br />All distances ore to the nearest hundredth of 0 foot
<br />All curve distances ore chord measure.
<br />All bearings ore MEASURED to the nearest 00 00' 05"
<br />Ail utility facilities within this subdivision sholl be installed underground
<br />
<br />pt - pt
<br />161-166
<br />166-167
<br />167-168
<br />168-169
<br />161-169
<br />
<br />170-171
<br />171-172
<br />172-173
<br />173-162
<br />170-162
<br />
<br />17f-175
<br />175-176
<br />176-177
<br />1H-177
<br />
<br />178-179
<br />179-180
<br />180-181
<br />18-181
<br />
<br />175-182
<br />
<br />183-176
<br />
<br />184-180
<br />
<br />187-188
<br />188-189
<br />189-190
<br />187-190
<br />
<br />191-192
<br />192-193
<br />193-194
<br />191-194
<br />
<br />190-195
<br />195-196
<br />196-197
<br />190-197
<br />
<br />198-199
<br />199-191
<br />198-191
<br />
<br />200-201
<br />
<br />202-203
<br />203-204
<br />202-204
<br />
<br />205-206
<br />206-207
<br />205-207
<br />
<br />208-179
<br />
<br />209-210
<br />
<br />211-212
<br />212-213
<br />211-213
<br />
<br />21f-215
<br />
<br />216-217
<br />
<br />218-219
<br />
<br />Del to
<br />02020'00"
<br />04051 '00"
<br />04051'0011
<br />020481000
<br />14050'0011
<br />
<br />04022'00"
<br />05010'OQ"
<br />05001'00"
<br />00017'00"
<br />14050'00"
<br />
<br />04008'02"
<br />05023'24"
<br />06052'58"
<br />16024'24"
<br />
<br />07015'34"
<br />05056'58"
<br />03955' 42"
<br />17008'14"
<br />
<br />88001' 02"
<br />
<br />86035'34"
<br />
<br />92011' 18ff
<br />
<br />040QO'50U
<br />16028'50"
<br />02032'20"
<br />23002'00"
<br />
<br />07048'20"
<br />12034'30"
<br />02039' 10"
<br />23002'00"
<br />
<br />14043'30"
<br />15052'10"
<br />08017' 20"
<br />38053'00"
<br />
<br />27'"'54'00"
<br />10059'OQ''
<br />38053'00"
<br />
<br />79001 '00"
<br />
<br />12036'QO"
<br />13051' 00"
<br />26027'00"
<br />
<br />09034'00"
<br />16053'00"
<br />26027'OQ"
<br />
<br />93045'40"
<br />
<br />25036'00"
<br />
<br />11030'201'
<br />14005'40"
<br />25036'00"
<br />
<br />90000' 16"
<br />
<br />89059'44"
<br />
<br />100'59'00"
<br />
<br />Curve Table
<br />
<br />Radius
<br />1066.00
<br />1066.00
<br />1066.00
<br />1066.00
<br />1066.00
<br />
<br />1000.00
<br />1000.00
<br />1000.00
<br />1000.00
<br />1000.00
<br />
<br />1006.00
<br />1006.00
<br />1006.00
<br />1006.00
<br />
<br />940.00
<br />9fO.00
<br />9fO.00
<br />9fO.00
<br />
<br />15.00
<br />
<br />15.00
<br />
<br />15.00
<br />
<br />350.00
<br />350.00
<br />350.00
<br />350.00
<br />
<br />416.00
<br />f16.00
<br />416.00
<br />416.00
<br />
<br />326.00
<br />326.00
<br />326.00
<br />326.00
<br />
<br />260.00
<br />260.00
<br />260.00
<br />
<br />15.00
<br />
<br />375.00
<br />375.00
<br />375.00
<br />
<br />Hl.00
<br />Hl.00
<br />Hl.00
<br />
<br />15.00
<br />
<br />375.00
<br />
<br />Hl.00
<br />Hl.00
<br />Hl.00
<br />
<br />15.00
<br />
<br />15.00
<br />
<br />15.00
<br />
<br />Tangent Bearings
<br />
<br />PI Bearing
<br />161 N 68021 '00" E
<br />162 S 68621'00" W
<br />175 N 87019'02" E
<br />176 S 87017'34" E
<br />177 S 80024'36" E
<br />178 N 79040'46" W
<br />179 N 86'56'20" W
<br />180 S 87006'42" W
<br />190 N 65'53'00" E
<br />191 S 65053'00" W
<br />
<br />length
<br />f3.41
<br />90.24
<br />90.2f
<br />52.09
<br />275.98
<br />
<br />76.21
<br />90.18
<br />87.56
<br />4.95
<br />258.89
<br />
<br />72.58
<br />94.64
<br />120.85
<br />288.07
<br />
<br />119.10
<br />97.61
<br />64.f5
<br />281.15
<br />
<br />23.04
<br />
<br />22.67
<br />
<br />2f.13
<br />
<br />24.52
<br />100.67
<br />15.51
<br />140.70
<br />
<br />56.67
<br />91.30
<br />19.26
<br />167.23
<br />
<br />83.78
<br />90.29
<br />47.16
<br />221.23
<br />
<br />126.61
<br />49.84
<br />176.45
<br />
<br />20.69
<br />
<br />82.46
<br />90.65
<br />173.11
<br />
<br />73.63
<br />129.95
<br />203.58
<br />
<br />2f.55
<br />
<br />167.55
<br />
<br />88.56
<br />108.48
<br />197.04
<br />
<br />23.56
<br />23.56
<br />
<br />26.H
<br />
<br />Bearing
<br />N 69631'00" E
<br />N 73006'30tJ E
<br />N 77057'30" E
<br />N 81047'00" E
<br />N 75046'00" E
<br />
<br />S 81000'00" W
<br />S 76014100" W
<br />S 71608'30" W
<br />S 68029'30" W
<br />S 75046'0011 W
<br />
<br />N 85015'Ol1t E
<br />S 89659' 16" E
<br />S 83051'0511 E
<br />S 88036'48" E
<br />
<br />N 83018'33" W
<br />N 8905+'+9" W
<br />S 85008'51" W
<br />N .8.s9:t:_'t:'::::'~';'.'.-.'!r
<br />
<br />N 43018'31" E
<br />
<br />S 43059'47" E
<br />
<br />S 46047'39" E
<br />
<br />N 86654'35" E
<br />N 76039'45" E
<br />N 67009' 10" E
<br />N 7r2f'00" E
<br />
<br />S 69047'10" W
<br />S 79658'35" W
<br />S 87635'25" W
<br />S 77024'00" W
<br />
<br />N 73014'45" E
<br />N 88032'35" E
<br />S 79022'40" E
<br />N 85019'301t E
<br />
<br />N 89011' 00" W
<br />S 71022'30" W
<br />S 85019'3011 W
<br />
<br />N 65015'30" E
<br />
<br />N 19027'OQ" E
<br />N 06013'30" E
<br />N12031'30"E
<br />
<br />S 04005'OOtl W
<br />S 17018'30" W
<br />S 12'31'30" W
<br />
<br />N 46010'50" E
<br />
<br />S 12057'00" W
<br />
<br />N 05054'10" E
<br />N 18042'10" E
<br />N 12657'00" E
<br />
<br />S 44051'08" E
<br />
<br />N 45008'52" E
<br />
<br />N 2foH'30" W
<br />
<br />Chord
<br />f3.41
<br />90.21
<br />90.21
<br />52.09
<br />275.21
<br />
<br />76.19
<br />90.14
<br />87.53
<br />4.95
<br />258.17
<br />
<br />72.57
<br />94.60
<br />120.78
<br />287.09
<br />
<br />119.02
<br />97.56
<br />64.H
<br />'"-~zt:n.:f:'Y"'r'/"
<br />
<br />20.84
<br />
<br />20.57
<br />
<br />21.61
<br />
<br />2f.51
<br />100.33
<br />15.51
<br />139.76
<br />
<br />56.63
<br />91.12
<br />19.26
<br />166.11
<br />
<br />83.55
<br />90.01
<br />47.12
<br />217.02
<br />
<br />125.36
<br />49.76
<br />173.08
<br />
<br />19.09
<br />
<br />82.30
<br />90.f3
<br />171.58
<br />
<br />73.55
<br />129.f8
<br />201.78
<br />
<br />21.90
<br />
<br />166.16
<br />
<br />88.fl
<br />108.21
<br />195.41
<br />
<br />21.21
<br />
<br />21.21
<br />
<br />23.15
<br />
<br />(l)O:::-
<br />.!::N~
<br />- c::
<br />~o'"
<br />~:t:iv
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<br />""''''
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<br />o 0
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<br />
<br />N ,,"-
<br />o~'O
<br />c~ "
<br />" '" E
<br />~ " ~
<br />-'"",
<br />".<= '"
<br />I..'!) 0
<br />"'a",
<br />0", c
<br />..c (l)'C
<br />1::'<=0
<br />o~ "
<br />2'0.0
<br />
<br />\\\11111/11I'"1(1,
<br />\\\,\ sCON,,"',,-
<br />~~'" ~\ ",tlt'~"~'4t"" I tV"'.
<br />~ ,...\\\\ .,,;\~
<br />~ "", ~
<br />~ .t ~
<br />i l GEORGE A.. .?
<br />~ *,' WEIR '* l'
<br />~ S,0643 J ~
<br />- . ,
<br />~, Madi~o". ~
<br /><:; \-" \'1', ...~ ~
<br />~ /;~; t~,~.. ~
<br />~ '...rt~;.r,.# ,....,.':.~ ,~
<br />;..:./: "J t\l D ........CUH\" ",: ~'
<br />'1'1111 SUR\j~ \\\\~
<br />Ifl(r~nj,'ll\\"\'
<br />
<br />There are no objecllons 10 Ihls pial wllh Ihe respecl 10 Secs. 236,15,
<br />236,16.236,20 and 236.21 (1) and (2). Wls, Slalules.
<br />
<br />
<br />Certified Ihls 1..1 SJ- day of 0t.d ~
<br />/17 ;;: \.J
<br />IL..., 'M. Vok!tt(7 ~'~
<br />l' ~~partm8n~ of Admln~lon
<br />'--J
<br />
<br />19 '14 .
<br />
<br />I
<br />I.
<br />I~
<br />""
<br />- "
<br />I'" ~
<br />>t~
<br />I ~ ~
<br />::>'ll
<br />1 ~ j
<br />"",
<br />1 ~ '-
<br />I
<br />~ ----t-
<br />~I i:i: Gray I ~~ad
<br />I :1 1I::~- ~:: II4Corner
<br />
<br />N 89"51' 16" W Seclion 20, T 09 N. R 10 [
<br />(R8COrd~d (JS S 890181JO" E) Found Aluminum Monument
<br />
<br />Said porcel contains 4,973,703 square feet, or 114.18 acres.
<br />
<br />- ',>
<br />tee:"'" , t..C~
<br />George A. Weir, Prolesslonal land Surveyor S-0843
<br />
<br />Doted this 2./
<br />
<br />.ItA'-'?
<br />
<br />, 1999
<br />
<br />day of
<br />
<br />CORPORATE OWNERS CERTIFICATE
<br />Windsor. Development Corp., .Jnc.,0 .corporation .?l!~y..?~g9f1f~~~gnde)(istiflg.by
<br />,.1:nS Ylf1:l:'~.pt-,.,tb.ela\'{~of the State of. Wisconsin;;. as owner does hereby certify
<br />~?.;Jhii'd1?gmWte"<fq\W85S'a'~~~~1P~~o;:'':;'fe~~~t~~e~h.o;;'i:h~\tt~at to be surveyed,
<br />
<br />Windsor. Development Corp:, Inc., does further certify thot this plot is required
<br />by Sedlon 236.10 or Seclion 236.12, Wisconsin Statutes to be submitted to the
<br />follOWing for approval or objection.
<br />
<br />Department of Administration
<br />Done County Zoning and Natural Resources Committee
<br />Village Boord of the Village of DeForest
<br />Town Boord of the Town of Windsor
<br />
<br />IN WITNESS WHEREOF, the said Windsor Development Corp., Inc., has caused
<br />these presents to be, executed, signed John R. DeWitt, President, a~ison,
<br />
<br />W cons ,a d ts corporote seal to be hereto affixed this 1_1- day
<br />
<br />
<br />STATE OF WISCONSIN)
<br />COUNlY OF DANE ) ss.
<br />Personally c?me before me this ;I~ day of ~\\A.\?s 1999
<br />John R. DeWitt, to me known to be the President of the Win sor Development '
<br />Co~p., Inc. and acknowled.ge that he executed the foregoing instrument os surf?
<br />offlc~r os th~ deed of said corporation, by its authority, for the purposes -.
<br />therein contOlned,
<br />
<br />vi< Q ~O.0V\ , <i~
<br />\
<br />
<br />Notary Publlc,Dane Count1, Wisconsin
<br />My Commission 16\1.< O:::J
<br />,
<br />
<br />Holland Fields
<br />
<br />Being part of the Southwest 1/4 of the
<br />Southwest 1/4, part of the Southeast 1/4 of
<br />the Southwest 1/4, part of the Northwest 1/4 of
<br />the Southwest 1/4 and all the Northeast 1/4
<br />of the Southwest 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 />Rogal {f)alr iEnginl'l'ring, .snr. 1Raoi.son, iIIi.sron.sin
<br />
<br />Sheet 2
<br />
<br />6 Sheats
<br />
|