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<br />WHISPERING PINES
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<br />CONDOMINIUM
<br />
<br />BEING A PART OF THE NORTHEAST QUARTER OF SECTION 4, AND PART OF THE NORTHWEST QUARTER OF
<br />SECTION 3, ALL IN TOWNSHIP 6 NORTH, RANGE 9 EAST, CITY OF FITCHBURG, DANE COUNTY, WISCONSIN.
<br />
<br />CONDOMINIUM DESCRIPl'ION
<br />
<br />Being 0 port of the Southeast Quarter of the Northeast Quarter of Section 4 and port of the Southwest
<br />Quarter of the Northwest Quarter of Section 3 aii in Township 6 North, Range 9 East, City of Fitchburg,
<br />Done County, Described os foiiows:
<br />
<br />Beginning at the East Quarter corner of said section 4; thence South 88 degrees 28 minutes 37
<br />seconds West along the East-West Quarter line of said Section 4 and the Northerly iine of the Second
<br />Addition to Highlands of Seminole, 1,300.37 feet; thence North 02 degrees 18 minutes 35 seconds East
<br />along the East line of Lot 121. Second Addition to Highlands of Seminole and the West line of the
<br />Southeast Quarter of the Northeast Quarter of said Section 4, 174.36 feet to a point of curvature.
<br />said corner also being the Northeast corner of said Lot 121, Second Addition to Highlands of Seminole,
<br />said corner also being in the Southerly right-of-way line of the Chicago Northwestern Railroad
<br />right-of-way; thence 138.48 feet Northeasterly along the arc of 0 curve to the left, through 0 central
<br />angle Qf 06 degrees 31 minutes 11 seconds, 0 radius of 1,217.00 feet. and 0 chord bearing North 87
<br />degrees 18 minutes 05 seconds East. 138.41 feet; thence North 02 degrees 21 minutes 13 seconds
<br />East. 20.22 feet to 0 point of curvature; thence 129.93 feet Northeasterly along the arc of 0 curve to
<br />the left, through 0 central an91e of 06 degrees 13 minutes 10 seconds, 0 radius of 1,197.00 feet, and 0
<br />chord bearing North 80 degrees 47 minutes 31 seconds East, 129.87 feet to 0 point of compound
<br />curvature; thence 554.67 feet Northeasterly along the arc of 0 curve to the left, through 0 central
<br />angle of 16 degrees 25 minutes 20 seconds. 0 radius of 1,935.20 feet. and 0 chord bearing North 69
<br />degrees 28 minutes 16 seconds East, 552.77 feet to 0 point of compound curvature; thence 914.60
<br />feet Northeasterly along the arc of 0 curve to the left. through 0 central angle of 27 degrees 08
<br />minutes 30 seconds. 0 radius of 1930.72 feet. and chord bearing North 47 degrees 41 minutes 20
<br />seconds East. 906.08 feet to 0 point of compound curvature; thence 200.35 feet Northeasterly along
<br />the arc of 0 curve to the left, through 0 central angle of 00 degrees 38 minutes 32 seconds. 0 radius
<br />of 17.874.54 feet. and 0 chord bearing North 33 degrees 47 minutes 49 seconds East. 200.35 feet;
<br />thence North 33 degrees 28 minutes 33 seconds East. 152.50 feet to 0 point in the South
<br />right-of-way line of Post Rood; thence North 85 degrees 29 minutes 37 seconds East along said
<br />Southerly right-of-way line of Post Rood. 56.40 feet; thence South 33 degrees 22 minutes 58 seconds
<br />West along the Westerly line of Lands described and recorded in Volume 94 of Records. Page 72 os
<br />Document No. 1236846, 699.58 feet; thence South 02 degrees 21 minutes 13 seconds West along the
<br />Northerly extension of the West line of Fitchburg Springs Plot, 214.00 feet; thence South 87 degrees 38
<br />minutes 47 seconds East, 205.35 feet to 0 point in the East right-of-way line of Leopold Way; thence
<br />South 02 degrees 21 minutes 13 seconds West along said Easterly right-of-way line of Leopold Way,
<br />49.50 feet; thence North 87 degrees 38 minutes 47 seconds West along the Northerly line of Lot 5,
<br />Fitchburg Springs Plot and the Easterly extension thereof. 205.35 feet to the Northwest corner of said
<br />Lot 5; thence South 02 degrees 21 minutes 13 seconds West along the West line of Fitchburg Springs
<br />Plot, 441.99 feet, to the Point of Beginning.
<br />
<br />PLOT DATE: 10-20-05
<br />PLOT VlEW:PAGE 2 VlEWlOO LAYOUT:PAGE 2
<br />M: \PR050S\SURV\CPPR05-1.0WG DRAWN BY: SJK CHECKED BY: RSL
<br />
<br />o 100
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<br />SCALE : ONE INCH =
<br />
<br />200 300
<br />,I I
<br />ONE HUNORED FEET
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<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />I, Richard S. Lawrence, Registered Land Surveyor, No. 2364. hereby certify that: In
<br />fuii compliance with the provisions of Chapter 703 of the Wisconsin Statutes, and under
<br />the direction of the client. the plat shown herein is 0 correct representation of the
<br />condominium described and the identification and location of each unit and the
<br />common elements con be determined from the plot.
<br />
<br />Dote: oc.T08€.1t 2. C , 2.00~
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<br />:' RICHARD S. ".
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<br />: LAWRENCE . * :
<br />. * S-2364 , .
<br />.... STOUGHTON, :
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<br />56.40'
<br />N 85'29'37" E
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<br />Richard S. Lawrence. R.L.S. 5-2364
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<br />Signed:
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<br />CURVE TABLE
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<br />
<br />NUMBER ARC LENGTH
<br />Cl 138.48
<br />C2 129.93
<br />C3 554.67
<br />C4 914.60
<br />C5 200.35
<br />
<br />CENTRAL ANGLE
<br />06'31'11"
<br />06'13'10"
<br />16'25'20"
<br />27'08'30"
<br />00'38'32"
<br />
<br />CHORD LENGTH
<br />138.41
<br />129.87
<br />552.77
<br />906.08
<br />200.35
<br />
<br />RADIUS
<br />1217.00
<br />1197.00
<br />1935.20
<br />1930.72
<br />17874.54
<br />
<br />CHORD DIRECTION
<br />N 87'18'05" E
<br />N 80'47'31" E
<br />N 69'28'16" E
<br />N 47'41'20" E
<br />N 33'47'49" E
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<br />.AYlcorporation
<br />ENGINEERS SURVEYORS ARCHllECTS PlANNERS
<br />600 GRAND CANYON DRIVE, MADISON, WI 53719-1044
<br />PHONE: (608) 833-0628 fAX: (60B) 833-0746
<br />E-MAIL: infoOmoyocorporotlon.com
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