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<br />C.S.M. NO. 844
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<br />J:.Q~~Jd.U HEIGHTS I
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<br />COUNTY TRUNK HIGH\VAY "TI"
<br />IS A CONTROLLED ACCESS HIGHWAY
<br />PURSUANT TO CHAPTER 79. .
<br />DANE COUNTY CODE Of ORDINANCES.
<br />
<br />DANIEL V,
<br />BIRRENKOTf
<br />S. 1531 .
<br />Mil PralrlG
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<br />([CORDED AS S 88'26'24' E 583 70' )
<br />S 88'26'24' E C = 583.72'
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<br />LOT 4
<br />1.02 ACRES
<br />44,608 SQ.
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<br />0.94 ACRES
<br />40,904 SQ. Fr.
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<br />LOT :2
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<br />C.S.M. NO. 6918
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<br />S 88' 14 '230 'vi
<br />255.41'
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<br />LOT 5
<br />2.45 ACRES
<br />106,951 SQ. Fr.
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<br />NO Fill IS ALLOWED WITHIN
<br />150.0' FEET SOUTH OF BOMKAMP
<br />CIRCLE J'OR lOT 6, ONLY EXCEPTION
<br />IS FOR ORlVEWAY PURPOSES. INTENT IS
<br />TO PRESERVE STORM WATER DETENTION
<br />AREA.
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<br />4.20 ACRES
<br />183,007 SQ. Fr.
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<br />LOT 4
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<br />-----------
<br />CURVE TABLE--------------
<br />
<br />C.S.M. NO. 6918
<br />
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<br />S 3
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<br />1
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<br />BOMKAtl
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<br />C RCLE
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<br />BEING A PART OF THE SifTHrlES 1/4 OF SOUTHEAST 1/4
<br />OF SECTION 32, T8N,rU TOWN OF SUN PRAIRIE,
<br />DANE COUTY, WISCONSIN,
<br />
<br />SURVEYORS CERTIFICATE
<br />I, Daniel V. BirrenkottZeaistered Lond Surveyor, S-1531, hereby
<br />certify that in full complian<:l with the provisions of chapter 236 of
<br />Wisconsin Statutes and the.ibdivision Regulations of the Town of
<br />Bristol, and under the diredn of the owners listed hereon, I have
<br />Surveyed, Divided, and Mapp! "Bomkamp Circle" and that correctly
<br />represents all exterior bounqies and subdivision of the land surveyed
<br />and is a parcel of land Cls!i,scribed below.
<br />
<br />ESCRIPTION
<br />
<br />Redivision of Lot 3,G~ified Survey Map No. 6918 as recorded
<br />in Vol. 34, Pages 265 cmdeS6, also being part of Lot 1, Certified
<br />Survey Map No. 6342 os reprded in Vol. 30, Page 343 and 344 of
<br />Dane County Certified Surve)Maps. Being 0 Part of the Southwest
<br />1/4 of the Southeast 1/4ilSection 32, T8N, R11E, Town of Sun
<br />Prairie, Done County, Wisconil1. More fully described as follows:
<br />Commencing at the Southeqt corner of said Section 32; Thence
<br />N88'20'37'W, along the SOU] line of said Southeast 1/4, 1224.99
<br />Feet; Thence N05'18'30"E, <:>:5.Z7 Feet; Thence along a curve to the
<br />right with a Radius of ZZ,9~.33 Feet and a long chord bearing
<br />N88'32'18"W, 160.36 FeettCithe point of Beginning; Thence along a
<br />a C~rve to the rillht withciRodius of 22,918.33 Fe~t and a long. Chord
<br />bearing N87'56'29'W, 317.1:qFeet being the North Right-of-way Ime of
<br />Interstote Highway >>94"; Th~pe N87'37'OrW along said North Right-of-
<br />way of Interstate Highwoy"r, 286.16 Feet (Recorded os N87'33'00"W,
<br />286.34 Feet); Thence NOZ'4126"E along the East line of Certified Survey
<br />Mop No. 2746, 521.21 Feet/Recorded as N05'21'04"E, 521.04
<br />Feet; Thence 587'21'Ol"E, ~:24 Feet along the South Line of
<br />Certified Survey Mop No. 81 (Recorded as S87'23' 10" E and
<br />587'17'34"E); Thence NOU3;39"E, along the East line of said
<br />Certified Survey Map No. 8'1, 299.65 Feet (Recorded os NO'29'40"E,
<br />300.00 Feet); Thence alona;) Curve to the left with 0 Radius of
<br />23,035.00 Feet and a long~hord Bearing S88'26'24"E, 583.70
<br />Feet along the South Rightof-woy line of County Trunk Highway "TI;
<br />Thence S01'05'11"E, olano .,e West line of Lot 2, Certified Survey
<br />Map No. 6918, 254.41 Fee! Thence S88'54'49"W, along the North
<br />Right-of-way line of Bomk'np Circle, 239.55 Feet; Thence along a
<br />Curve to the left with 0 Rdius of 75.00 Feet and 0 long Chord
<br />Bearing S01'05'11"E, 66.00Feet; Thence N88'54'49"E. along
<br />the South Right-of-way lin of Bomkamp Circle, 207.43 Feet; Thence
<br />S02'05'OO"W, along the We, line of Lot 4, Certified Survey Map No.
<br />6918, 505.35 Feet to the oint of Beginning.
<br />
<br />
<br />Land Surveyor
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<br />531
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<br />The above OiSC there ore no slopes exceeding a
<br />20% gradiant on those lots lesignated for conventional sub-surface septic
<br />systems. Nor ore there on) slopes exceeding 6% on those lots conditionally
<br />designated as suitable only .br at surface system.
<br />
<br />LEGEND
<br />
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<br />
<br />IRON STAXE FVNO. r' IRON PIPE.
<br />Al1. OTHEFI LdcORNERS ARE ful,ARXEO WITH 1. X 24" IRON PlPE
<br />MIN. wr. 1.6$.ibo/ln. fl.
<br />DENOTES PRE'OOS RECOODtD BEARINGS AND DISTANCES.
<br />DENOTES NO ItHICUVR ACCESS.
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<br />THIS PLAT ISSU!lJECT TO IN'! AND Al1. EASEMENTS AND AGREEMENTS
<br />RECOROCD MID UNREWROCD.
<br />
<br />DENOTES ARfA WrlleH IS UNSUfTABUE FOR THE INSTALlATION Of SOIL
<br />ABSORPTION ~Sl"EMS.
<br />
<br />lfljUTY EASE~l'llT UNlL.."S OTHEllI'IISE SHO'IIN, NO POLES 00 SURlEO
<br />CAllLES ARE TO BE Pl.ACED SUCH THAT THE INSTft.lJ.ATlON WOULD
<br />lllSTURll POW SURVEY STA.~E OR OOSlRUCT 'IIS1ON AlONe mY LOT UNE.
<br />THE DlSTURliWiCE Of ft. SURVEY MONUMENT fiN STft.TIm:S. l1!lUlY EASE-
<br />MENTS ftS Hm:lN SET FORTH ARE FOR THE USE Of PUElUC OODlES AND
<br />PRI\IAIT PUBUC l1!lUTlES HAVlNe THE RIGHT TO SERVE THE AREA.
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<br />(1) ALl DlSTANCo; >~ tQ TH~ NEP--REST HUNDRWTH Of AFOOT.
<br />(2) ALL CURVE D1$7';\J+e~ t1J?:E CHORD MEASURE.
<br />i/Tic/7Y
<br />(3) ALL~FACILJTIE8 \HFh;;<j THiS SUBDIV;S!QN SHALL BE INSTALLED UNDERGROUND.
<br />
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