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<br />SURVEYOR'S CERTIFICATE
<br />
<br />I, JAMES R. GROTHMAN, Registered land Surveyor, do hereby certify that in full compliance with the Provisions of Chapter 236 of the
<br />Wisconsin State Statutes and the Village of Belleville Subdivision Ordinance and under the direction of Richard Francois of THEA Group,
<br />Inc. I have surveyed, monumented, mapped and divided the plat of Bell West, that such plat correctly represents all exterior boundaries of
<br />the land surveyed and subdivision thereof being a part of the Northeast Quarter of the Northwest Quarter, the Southeast Quarter of the
<br />Northwest Quarter, the Southwest Quarter of the Northwest Quarter, the Northeast Quarter of the Southwest Quarter and the Northwest
<br />Quarter of the Southwest Quarter of Section 33 located in Town 5 North, Range 8 East, Village of Belleville, Dane County, Wisconsin,
<br />described as follows:
<br />
<br />Commencing at the north quarter comer of said Section 33;
<br />thence North 89.49'18" West along the north line of the Northwest Quarter of said Section 33,491.78 feet to the northeast comer of lot 1,
<br />Certified Survey Map, No. 6107;
<br />thence South 00.18'22" West along the east line of said lot 1, 311.56 feet to the southeast comer of said lot 1 and the point of beginning;
<br />thence continuing South 00.18'22" West, 3,633.48 feet to a point in the north right-of-way line State Trunk Highway 69 and 92;
<br />thence Northwesterly along a 22,855.00 foot radius curve to the right in the north right-of-way line State Trunk Highway 69 and 92 having a
<br />central angle of 00.36'24" and whose long chord bears North 89.57'46" West, 241.94 feet to the southeast corner of lands described and
<br />recorded in Volume 178 of records, page 206;
<br />thence North 01.10'30" East along the east line of lands described and recorded in Volume 178 of records, page 206, 194.71 feet to the
<br />northeast corner thereof;
<br />thence North 89.24'30" West along the north line of lands described and recorded in Volume 178 of records, page 206, 335.80 feet to the
<br />northwest corner thereof;
<br />thence South 00.37'30" West along the west line of lands described and recorded in Volume 178 of records, page 206, 203.72 feet to a
<br />point in north right-of-way line of State Trunk Highway 69 and 92;
<br />thence Northwesterly along a 22,865.00 foot radius curve to the right in the north right-of-way line State Trunk Highway 69 and 92 having a
<br />central angle of 00.21'44" and whose long chord bears North 88.38'30" West, 144.50 feet;
<br />thence North 88.27'38" West along the north right-of-way line State Trunk Highway 69 and 92, 839.45 feet;
<br />thence North 42.17'52" West along the northerly right-of-way line State Trunk Highway 69 and 92, 131.48 feet;
<br />thence North 03.51'57" East along the east right-of-way line of County Trunk PB, 98.01 feet;
<br />thence . North 86.08'03" West along the easterly right-of-way line of County Trunk PB and the westerly extension thereof, 50.00 feet to a
<br />point in the center line of County Trunk Highway PB;
<br />thence North 03.51'57" East along the center line of County Trunk Highway PB, 2,234.48 feet to the southwest corner of Certified Survey
<br />Map, No. 12174;
<br />thence South 87.04'05" East along the south line of Certified Survey Map, No. 12174, 829.96 feet to the southeast comer of lot 3, Certified
<br />Survey Map, No. 12174;
<br />thence North 01.13'12" East along the east line of said lot 3,408.75 feet to a point in the center line of an intermittent stream, said point
<br />being the beginning of a meander line along said intermittent stream and the Sugar River;
<br />thence North 74.19'35" East along said meander line, 211.01 feet;
<br />thence North 54.31'51" East along said meander line, 635.09 feet to a point which lies South 00.18'22" West, 22 feet more or less from the
<br />southerly water's edge of the Sugar River;
<br />thence North 00.18'22" East along said meander line, 110.00 feet to a point which lies North 00.18'22" East, 35 feet more or less from the
<br />northerly water's edge of the Sugar River;
<br />thence South 73.42'59" West along said meander line, 108.11 feet;
<br />thence North 46.42'24" West along said meander line, 76.92 feet;
<br />thence North 15.51'42" West along said meander line, 169.13 feet;
<br />thence North 22.14'14" West along said meander line, 106.94 feet to a point in the south line of lot 1, Certified Survey Map, No. 6107, said
<br />point lies South 89.49'18" East, 35 feet more or less from the easterly water's edge of the Sugar River and the end of the meander line
<br />along said intermittent stream and river;
<br />thence South 89.49'18" East along the south line of said lot 1, Certified Survey Map, No. 6107, 247.97 feet to the point of beginning.
<br />Containing 4,527,029 square feet, (103.93 acres), more or less. And intending to include all lands lying between the meander line herein
<br />described and the northerly and westerly water's edge of an intermittent stream and the Sugar River, also being the easterly line of Certified
<br />Survey Map, No. 12174 lying between true northerly and westerly extensions of the westerly and northerly lines herein described.
<br />
<br />
<br />
<br />CERTIFICATE OF COUNTY REGISTER OF DEEDS
<br />
<br />/) +h .0
<br />Received for record this ^ '-{ day of Sl'/f +e ~ b..vr , 20jL, at .3; ;( '1 o'clock, L. M. and recorded in Volume S,,~~;;v..
<br />of Plats on Pag~ .'\ tb- as Document Number '1 (p q 6 0 'I 7
<br />~,?>
<br />
<br />k~ (MPflko.-tUA/~_. ~~.\V\.Ah~,~
<br />Kristi Chlebowski, Register of Deeds
<br />
<br />CERTIFICATE OF COUNTY TREASURER
<br />
<br />STATE of WISCONSIN)
<br />SS)
<br />COUNTY OF DANE)
<br />
<br />I, David Worzala being duly elected, qualified and acting Treasurer of the County of Dane, do hereby certify that the records in my tax
<br />office show no unredeemed tax sales and no unpaid taxes or special assessments as of ~.,. "2-0 , 20& affecting the
<br />lands included in the plat of Bell West.
<br />
<br />
<br />Bell West
<br />
<br />BEING A PART OF THE NE1I4 OF THE NWl/4, THE SEl/4 OF THE NWl/4, THE SWl/4 OF THE
<br />NWl/4, THE NEl/4 OF THE SWl/4 AND THE NWl/4 OF THE SWl/4, SECTION 33, T.5 N., R.S E.,
<br />VILLAGE OF BELLEVILLE, DANE COUNTY, WISCONSIN.
<br />
<br />VilLAGE BOARD RESOLUTION
<br />
<br />Resolved that the plat of Bell West in the Village of Belleville, Richard Francois of THEA Group, Inc., is hereby approved by the Village
<br />Board and the Village Board hereby accepts the dedications shown on said Plat.
<br />
<br />Dated this the I /.,
<br />I~
<br />
<br />Te~ ~~~ie, villa~
<br />
<br />day of S4?fe i'~ be.r
<br />
<br />, 2olLL.
<br />
<br />
<br />resident
<br />
<br />I hereby certify that the foregoing is a copy of a Resolution adopted by the Village Board of the Village of Belleville.
<br />Dated this the I (o-/t-t day of SW~ b-er , 20 I () .
<br />
<br />Oi~-Y but!
<br />
<br />April little, Administrator.. Clerk - Treasurer
<br />
<br />CERTIFICATE OF VilLAGE TREASURER
<br />
<br />STATE of WISCONSIN)
<br />SS)
<br />COUNTY OF DANE)
<br />
<br />I, April Little, being duly elected, qualified and acting Treasurer of the Village of Belleville, do hereby certify that in accordance with the records
<br />in my office there are no unpaid taxes or assessments as of 9~ WlW r /0, 20JJ2 affecting the lands included in the plat of Bell
<br />West. k
<br />
<br />~J fj
<br />
<br />April Little, Administrator - Clerk .. Treasurer
<br />
<br />OWNER'S CERTIFICATE OF DEDICATION
<br />
<br />As Owners, we hereby certify that we caused the land described on this plat to be surveyed, divided, mapped, and dedicated as represented on
<br />the plat. We also certify that this plat is required by Sections 236.10 or 236.12 to be submitted to the following for approval or objection:
<br />
<br />,2010.
<br />
<br />(J[~
<br />~ss
<br />
<br />
<br />JXJ
<br />Richard Francoi , Member
<br />
<br />Personally came before me this
<br />Inc.,
<br />same.
<br />
<br />~-((
<br />
<br />Notary Public
<br />Dane County, Wisconsin
<br />
<br />2.-0 day of Se..r~ ,20~, the above named Richard Francois of THEA Group,
<br />to me known to be the persons who executed the foregoing instrument and acknowledged the
<br />
<br />My commission expires: IS ~""-a.Me-,^*
<br />
<br />
<br />We, of Johnson Bank of Janesville, Mortgagee of the above described land do hereby certify to the surveying, dividing, mapping, and
<br />dedication of the land described on this plat, and we do consent to the above certificates of Richard Francois of THEA Group, Inc" Owner.
<br />\.'\"
<br />Witness the hand and seal of Johnson Bank of Janesville, Mortgagee, this \ ~ day of S<. ~\.<........ ~ V' , 20 \ I).
<br />
<br />~~nson Bank of Janesville
<br />
<br />~\~~
<br />Phil Whitehead
<br />
<br />STATE of WISCONSIN)
<br />
<br />COUNTY OF':if~ )
<br />
<br />Personally came before me this I~~ay of ~ ,20E, the above named yJ-lidt.:t:J/~.
<br />known to be the persons who executed the foregoing ins ument and acknowledge the same.
<br />
<br />~~
<br />~ County, Wisconsin
<br />My commission eXPires:~Md 3~_;Zo/..3
<br />
<br />to me
<br />
<br />There areno objections to this plat with respect to
<br />s. 236.15,236.16, 236.20 and 236.21 (1) and (2), Wis.
<br />Stats. as provided by s. 236.12, Wis. Stats.
<br />
<br />cerlillcd~~~_l~-t 1-0 ~~
<br />/\~:lt- po~_~ . "'~-1+_
<br />
<br />Dc artment ofAdministratIon.J
<br />
<br />
<br />~-i'
<br />
<br />9/15/10
<br />9/9/10
<br />8/17/10
<br />5/10/10
<br />
<br />DEPT. OF ADMINISTRATION REVIEW COMMENTS
<br />DEPT. OF TRANSPORTATION REVIEW COMMENTS
<br />STORM WATER EASEMENTS, LOT CONFIGURATION, REVIEW GOMMENTS
<br />SEAL DATE
<br />RE.ViSiON
<br />
<br />JJA
<br />JJA
<br />JJA
<br />JRG
<br />BY
<br />
<br />DATE"
<br />
<br />DL
<br />
<br />5' ~ - O<l;l fl
<br />
<br />:,~3
<br />
<br />\'L AT '::>
<br />
<br />fA 6 E-
<br />
<br />CURVE DATA TABLE
<br />
<br />CURVE LOT # DELTA ARC RADIUS BEARING DIST TAN. IN TAN. OUT
<br />Cl 00'36'24" 24 L9~ 22855.00 N89'57' 46"W 241.94 589' 44'02"W N89'39 '34 "W
<br />C2 00'21'44" 144.50 22865.00 N88'38'30"W 144,50 N88' 49'22"W N88'27'38"W
<br /> ROAD 00'09'56" 66.00 22865.00 N88'44'24"W 66.00
<br /> 30 00'11 '48" 78.50 22865.00 N88'33'32"W 78.49
<br />C3 5 09'59'26" 58.41 335.00 581'08'21"E 58.34 586'08'04 "E 576'08'38"E
<br />C4 5 72'16'52" 3L54 25.00 N67' 42'56"E 29.49 531'34'30"W N76'08'38"W
<br />C5 58'44'24" 292.18 285.00 N60'56' 42"E 279.56 N31'34'30"E 589'41'06"E
<br /> 6 02'47'22" 13.88 285.00 532'58'11 "W 13,87
<br /> O.L. 2 23'40'42" 117.7E 285.00 546'12'13"W 116.94
<br /> 7 32'16'20" 160.52 285.00 574'10'44"W 158.42
<br />C6 7 89'57'24" 39.25 25.00 N45'20'12"E 35,34 500'21 '30.W N89'41'06"W
<br />C7 25'03'00" 196.31 449.00 N12'53'OO"E 194.75 NOO'21'30"E N25'24'30"E
<br />(A) 8 09'41'40" 75.97 449.00 505'12'20"W 75.88 ..
<br />(B) O.L. 3 07'39'58. 60.08 449.00 513'53'09"W 60.03
<br />(C) 8 05'38'26" 44.20 449.00 520'32'21 "W 44.18
<br />(D) E.C. 02'02'56" 16.06 449.00 524'23'02"W 16.06
<br />C8 9 23'00'30" 100,79 25LOO Nl3'54'15"E 100.12 502'24'OO"W 525'24'30"W
<br />C9 81'24'20" 260.01 183.00 N43'06'10"E 238.68 N02'24'OO"E N83' 48'20"E
<br /> 11 21'48'20" 69.65 183.00 513'18'10"W 69.23
<br /> 12 28'1 0'40" 90.00 183.00 538' 17' 40"W 89.09
<br /> 13 28'10'46" 90.00 183.00 566'28'23"W 89.10
<br /> 14 03'14'34" 10.36 183.00 582'll'03"W 10.36
<br />Cl0 15 81'24'20" 166.23 117.00 543'06'10"W 152.60 N02'24'00"E N83'48'20"E
<br />Cll 23'00'30" 127.30 317.00 513'54'15"W 126.44 502'24'OO"W 525'24'30"W
<br /> 17 07'02'00" 38.91 317.00 N05'55'OO"E 38.89
<br /> 18 15'58'30" 88.39 317.00 Nl7'25'15"E 88.10
<br />C12 25'03'00" 167.45 383.00 512'53'OO"W 166.12 NOO'21 '30"E N25'24'30"E
<br /> E.C. 00'30' 48" 3.43 383.00 N25'09'06"E 3.43
<br /> 19 24'32'12. 164.02 383.00 Nl2'37'36"E 162.77
<br />C13 20 90'02'36" 39.29 25.00 544'39'48"E 35.37 N89' 41'06"W NOO'21'30"E
<br />C14 22 58'44'24" 220.42 215.00 560'56' 42"W 210.89 N31'34'30"E 589' 41'06"E
<br />C15 23 90'00'00" 39.27 25.00 513'25' 30"E 35.36 N58'25'30"W N31'34'30"E
<br />C16 23 31'03'00. 63.41 117.00 573'57'OO"E 62.63 N89'28' 30"W N58'25' 30"W
<br />C17 89'50'00" 286.92 183.00 544'33'30"E 258.42 N89'28'30"W NOO'21'30"E
<br /> 24 25'32'30" 8L58 183.00 N76'42'15"W 80.91
<br /> 25 42'03'30" 134.33 183.00 N42'54'15"W 13L34 .
<br /> 26 22'14'00" 7L01 183.00 Nl0'45'30"W 70.57
<br />C18 27 89'57'00" 39.25 25.00 544'37'00"E 35.34 N89'35'30"W NOO'21'30"E
<br />C19 29 89'47'00. 39.18 25.00 545'31 'OO"W 35.29 NOO'37'30"E 589'35'30"E
<br />C20 30 90'13'00" 39.36 25.00 N44'29'00"W 35.42 589'35'30"E 500'37'30"W
<br />C21 29'26'20" 248.17 483.00 N74'52'20"W 245.45 N89'35'30"W N60'09'10"W
<br /> 31 25'15'18" 212.90 483.00 576'57'51"E 211.18
<br /> 32 04'11 '02" 35.27 483.00 562'14'41"E 35.26
<br />C22 32 25'58'54" 120.17 265.00 N73'08' 37"W 119.14 586'08'04 "E 560'09'10"E
<br />C23 33 91'43'40" 40.02 25.00 N14'17'20'W 35.88 N60'09'10"W N31'34'30"E
<br />C24 33 90'00'00" 39.27 25.00 N76'34'30"E 35.36 N31'34'30"E 558'25'30"E
<br />C25 33 31'03'00" 99.17 183.00 573'57'OO"E 97.96 589'28'30"E N58'25'30"W
<br />C26 36 89'50'00" 183.4' 117.00 544'33'30"E 165.22 589'28'30"E 500'21'30"W
<br />C27 35 90'03'00" 39.29 25.00 545'23'OO"W 35.37 500'21'30"W N89'35'30"W
<br />C28 29'26'20" 214.26 417.00 N74'52'20"W 211.91 N89'35'30"W N60'09'10"W
<br /> 33 24'16'30" 176.68 417.00 572'17'25"E 175.36'
<br /> 34 05'09'50" 37.58 417.00 587'00'35"E 37.57'
<br />
<br />NOTE: SELECT LOTS WITHIN BELL WEST SUBDiViSION REQUIRE INFILTRATION BMPS THAT
<br />WILL ACHIEVE 99% OF THE PRE-DEVELOPMENT INFILTRATION (STAY-ON) VOLUME FOR
<br />THE LOT). THE FOLLOWING AREA SHALL BE RESERVED ON EACH LOT FOR INFIL TRA TlON
<br />REQUIREMENTS.
<br />
<br />. LOTS 5, 26, 27, 29, 30, 31, 32, 33, 34, 35, AND 36 SHALL RESERVE 4,165 SF
<br />PER ACRE FOR INFILTRATION.
<br />. LOTS 2, 3, AND 4 SHALL RESERVE 2,350 SF PER ACRE FOR INFILTRATION.
<br />. LOTS 6 AND 7 SHALL RESERVE 3,189 SF PER ACRE FOR INFIL TRA TION.
<br />. LOT 28 SHALL RESERVE 4,385 SF PER ACRE FOR INFIL TRA TION,
<br />. THESE INFILTRATION AREA ESTIMATES ARE BASED ON 70% IMPERViOUS SURFACE
<br />AREA, THE INFILTRATION REQUIREMENTS MAY BE REDUCED WITH LESS THAN
<br />70% IMPERVIOUS COVER. HOWEVER, THE 99% OF PREDEVELOPMENT INFIL TRA TION
<br />(STAY-ON) VOLUME REQUIRED MUST STILL BE ACHIEVED.
<br />. THE MAINTENANCE FOR THE INFILTRATION AREA SHALL BE IN ACCORDANCE TO
<br />THE LONG TERM MAINTENANCE PLAN AS INCLUDED IN THE COVENANTS &
<br />RESTRICTIONS.
<br />. THE VILLAGE IS AUTHORIZED TO MAINTAIN PRiVATE INFILTRATION AREAS IF
<br />OWNER FAILS TO COMPLY WITH THE SITE PLAN APPROVAL. THE COST
<br />ASSOCIATED TO THE MAINTENANCE IS THE RESPONSIBILITY OF THE LOT OWNER.
<br />
<br />THESE INFilTRATION STANDARDS ARE A REQUIREMENT OF THE CAPITAL AREA REGIONAL
<br />PLAN COMMISSION.
<br />
<br />SURVEYOR
<br />
<br />JAMES R. GROTH MAN
<br />P.O. BOX 373
<br />625 E. SLIFER STREET
<br />PORTAGE, WI 53901
<br />PHONE PORTAGE: (608) 742-7788
<br />PHONE SAUK PRAIRIE: (608) 644-8877
<br />FAX: (608) 742-0434
<br />e-mail: surveying@grothmon.com
<br />
<br />OWNER/SUBDIVIDER
<br />
<br />THEA GROUP, INC.
<br />C/O RICHARD FRANCOIS,
<br />EDWARD FRANCOIS
<br />& DARYL FOX
<br />128 W. MAiN STREET
<br />BELLEVILLE, WI 53508
<br />PHONE: (608) 424-3303
<br />
<br />A FINAL PLAT OF
<br />
<br />
<br />JRG
<br />JRG
<br />JRG
<br />
<br />Bell West
<br />
<br />GROTH MAN
<br />& ASSOCIATES S.e.
<br />
<br />LAND SURVEYORS
<br />
<br />625 EAST SUFER STREET, P.O. BOX 373 PORfAGE, WI. 53901
<br />PHONE: PORfAGE: (608) 742-7788 SAUK: (608) 644-8B77
<br />FAX: (608) 742-0434 E-MAIL: surveyingOgrothmon.com
<br />
<br />FILE NO. 308.103
<br />
<br />PROJ, NO. 308-103
<br />
<br />DWG NO, 308103 final
<br />
<br />SHEET 4 OF 4
<br />
<br />APV'Q
<br />
<br />THIS iNSTRUMaa DRAFTED BY JERON ABEGGLEN
<br />
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