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<br />~FOUND CITY OF MADIS~N-BR~SS CAP IN CONCRETE
<br />~ MONUMENT AT THE NW 1/4 CORNER OF SECTION 5,
<br />TOWNSHIP 8 NORTH, RANGE 10 EAST
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<br />REPLAT
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<br />OF HIGHWAY 19
<br />
<br />COMMERCIAL
<br />
<br />PLAT
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<br />NW 1/4 OF SECTION~NUMENT TO MONUMENT ~ 89'\1'45" ~2,686~R' _""
<br />
<br />1 1933.88' (0 ~8 /
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<br />
<br />DOCUMENT #242
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<br />. '. . I fXJCUMEf/T #2486816 .' I
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<br />L, EX c' 20: PUBLIC,;!fATER MAIN EASEMENT
<br />oncirMENT #2486816
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<br />A T
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<br />gX - 12' UTILITY EASEMENT
<br />DOCUMENT #2486816'
<br />
<br />S T H. 19
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<br />HIG'
<br />COM.
<br />
<br />DEPARTMENT OFADMINISTRA TION
<br />
<br />There arc no objections to this p;at with respect to
<br />Sees. 23615, 236,16,236.20 and 236.21 (1) and (2),
<br />Wis. Stats.
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<br />Ccrtif,cd \.JVi V)~ ~ ~
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<br />SECONO
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<br />ADDITION
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<br />AGE &35"
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<br />CURVE TABLE
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<br />323 CfLf} 9'
<br />
<br />NUMBER
<br />C1
<br />C2
<br />C3
<br />C4
<br />
<br />ARC LENGTH
<br />145,05
<br />84.66
<br />183.78
<br />39.27
<br />
<br />CENTRAL ANGLE
<br />138'30' 33"
<br />48"30' 33"
<br />90'00'00"
<br />90'00'00"
<br />
<br />RADIUS
<br />60.00
<br />100.00
<br />117.00
<br />25,00
<br />
<br />CHORD DIRECTION
<br />N 19'56'27.5" E
<br />N 25'03'32.5" W
<br />N 44'11'44" E
<br />S 45'48'16" E
<br />
<br />CHORD
<br />112.22
<br />82.16
<br />165.46
<br />35.36
<br />
<br />LENGTH
<br />
<br />TAN, BEARING BACK
<br />S 89'11'44" W
<br />N 49'18'49" W
<br />
<br />LEGEND
<br />
<br />.
<br />
<br />3/4" SOllO IRON ROD FOUND
<br />1-1/4" SOLID IRON ROO FOUND
<br />3/4" X 24" SOLID IRON RE-ROO 'MTH CAP SET,
<br />WT. 1.50 Ib../ft.
<br />DISTANCES ARE GROUND AND MEASURED TO THE NEAREST HUNDREDTH OF A FOOT,
<br />OA TE OF SURVEY : MARCH 9, 2000
<br />
<br />.
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<br />
<br />SURVEYOR'S CERllFICA TE
<br />
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<br />
<br />I, Richard S. Lawrence, registered land surveyar, hereby certify. That in
<br />full compliance with the provisions of Chapter 236 of the Wisconsin Statutes and
<br />the Subdivision Regulations of the Town of Burke ond the Land Division and Subdivision
<br />Reguiations of the County of Done, and under the direction of Glenn J, Hovde, owner
<br />of soid land, I hove surveyed, divided and mopped REPLAT OF HIGHWAY 19 COMMERCIAL
<br />PLA T; that such plot correctly represents all exterior boundaries and the subdivision
<br />of the land surveyed; and that this plot is a redivision of Lots 6 and 7 of HIGHWAY
<br />19 COMMERCIAL PLAT os recorded in Volume 56-147 A of Plats, on pages 439-440,
<br />os Document Number 2426075, and 0 redivision of l.ots 8 and 9, FIRST ADDITION TO
<br />HIGHWAY 19 COMMERCIAL PLAT as recorded in Volume 56-159B of Plots on pages
<br />479- 480, os Document Number 24Bh 16. also locote,j in the Northeast Quarter and the
<br />Northw,,:st Quarter of the Northwest '..uorter of Sect'{j(l 5, Township 8 North, Range 10 East,
<br />Town or Burke. Done County, Wisco,;",;; more fully de,:cribed os follows:..
<br />
<br />ilq
<br />
<br />COrY,mencing at the N6rth'quor ler corner of sa'o Section 5; thence South 89
<br />degrees 11 minutes 45 seconds West along the north line of the Northwest Quarter of
<br />said Section 5, 753,00 feet; thence S()uth 00 degrees 48 minutes 16 seconds East
<br />416:27 feet to a point on the westerly right-of-woy line of Pepsi Way and the poi~t of
<br />beginning; thence South 00 degrees 48 minutes 16 seconds East along said westerly
<br />right-of-way line, 516.47 feet to the north line of Outlot 1 of said FIRST ADDITION
<br />TO HIGHWAY 19 COMMERCIAL PLAT; thence South 89 degrees 11 minutes 44
<br />seconds West along said north line, 606.00 feet; thence North 00 degrees 48
<br />minutes 16 seconds West, 62.62 feet to the southerly right-of-way line of Ro~tad
<br />Circle. also being a point of non-tangential curvature; thence continuing along ..
<br />said right-of-way of Rostad Circle, 145.05 feet along the arc of a curve to the left,
<br />through 0 central angle of 138 degrees 30 minutes 33 seconds, 0 radius of 60,00
<br />feet, and a chord bearin9 North 19 degrees 56 minutes 27,5 seconds East, 112.22
<br />feet to a, point of reverse curvature; thence continuing along said right-of-way of
<br />Rostad Circle, 84.66 feet along the arc of a curve to the right, through 0 central
<br />angle of 48 degrees 30 minutes 33 seconds, a radius of 100.00 feet, and a chord
<br />bearing North 25 degrees 03 minutes 32,5 seconds West, 82.16 feet; thence
<br />continuing along said right-of-way of Rostad Circle, North 00 degrees 48 minutes
<br />16 seconds West. 182.00 feet to a point of curvature; thence continuing along said
<br />right-of-way of Rostad Circle, 183.78 feet along the arc of a curve to the right.
<br />through 0 central angle of 90 degrees 00 minutes 00 seconds, a radius of 117,00
<br />feet, and a chord bearing North 44 degrees 11 minutes 44 seconds Eost, 165.46
<br />feet, around to the southerly right-of-way of said Rostad Circle; thence North 89
<br />degrees ". minutes 44 seconds East along said right-of-way of Rostad Circle,
<br />458.00 Jeet .to a point of curvature; thence continuing along said ri9ht-of-way
<br />of Rostad Circle, 39.27 feet along the arc of a curve to the right, around to
<br />said easterly right-of-way of Rostad Circle, through ,0 central angle of 90
<br />degrees 00 minL!tes 00 seconds, a radius of 25,00 feet, and 0 chord bearing
<br />South 45 degrees 48 minutes 16 seconds East, 35.36 feet to the point of
<br />beginning. This description contains 316,792 squorefeet or 7,2726 acres',
<br />
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<br />DATE:
<br />
<br />'tE,TII
<br />
<br />2000.
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<br />day of
<br />
<br />SIGNED:
<br />
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<br />
<br />Rirh"rrl '3
<br />
<br />Lawrence; Rl.s; s- 2354
<br />
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<br />
<br />REVISED:
<br />
<br />t;>,Trl
<br />
<br />2000.
<br />
<br />'day of
<br />
<br />:J<.J^f€
<br />
<br />SURVEYED BY
<br />
<br />SURVEYED FOR :
<br />
<br />
<br />Hovde Development Corp.
<br />900 Shasta Orlve
<br />Madison, Wi 53704
<br />
<br />ENGINEERS SURVEYORS ARCHITECTS
<br />
<br />600 GRANO CANYON DRIVE, MADISON. WI 537\9-1044
<br />PHONE: (608) 833-0628 FAX. (608) 833-0746
<br />E-MAll.MAYOCOOMAYOENGI\S.COM
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