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<br /> CERTIFIED SURVEY MAP
<br /> ALL OF LOTS 1 & 2, CSM #11125, LOCATED IN THE NORTHWEST AND SOUTHWEST
<br />QUARTERS OF THE SOUTHWEST QUARTER OF SECTION 1, TOWNSHIP 7 NORTH, RANGE
<br /> 8 EAST, CITY OF MIDDLETON, DANE COUNTY, WISCONSIN.
<br />SURVEYORS CERTIFICATE
<br />I, Richard S. Lawrence, Registered Land Surveyor, hereby certify that under the direction of Erdman-Lynch
<br />Enterprises, LLC, owner, I have surveyed, divided, and mapped Lots 1 and 2, CSM #11125 as recorded in Volume
<br />67 of Certified Survey Maps on Pages 58-61, Document No. 3942749 Dane County Registry, located in the
<br />northwest and southwest quarters of the southwest quarter of Section 1, Township 7 North, Range 8 East, City
<br />of Middleton, Dane County, Wisconsin, more fully described as follows:
<br />Commencing at the southwest corner of said Section 1; thence North 89 degrees 16 minutes 07 seconds East
<br />along the south line of the southwest quarter of said Section 1, 823.30 teet; thence North 00 degrees 43
<br />minutes 53 seconds West, 823.58 feet to the northeasterly right-of-way line ot Century Avenue and the point
<br />of beginning; thence North 44 degrees 53 minutes 59 seconds West along said right-ot-way line, 550.97 feet;
<br />thence North 43 degrees 50 minutes 37 seconds East, 232.25 feet; thence South 45 degrees 01 minute 20
<br />seconds East, 134.87 feet; thence North 48 degrees 23 minutes 21 seconds East, 42.07 feet; thence North 35
<br />degrees 43 minutes 31 seconds East, 256.95 feet to the southwesterly right-of-way line of Fronk Lloyd Wright
<br />Avenue; thence South 54 degrees 16 minutes 32 seconds East along said right-ot-way line, 30.97 teet to a
<br />point of curvature; thence 110.01 feet Southeasterly along said right-of-way line and the ore of 0 curve to the
<br />right, through 0 central angle of 32 degrees 59 minutes 58 seconds, 0 radius of 191.00 feet, and 0 chord
<br />bearing South 37 degrees 46 minutes 33 seconds East, 108.49 feet; thence South 21 degrees 16 minutes 34
<br />seconds East along said right-of-way line, 223.92 feet to a point of curvature; thence 48.87 teet Southerly
<br />along said right-of-way line and the arc ot a curve to the right, through 0 central angle ot 28 degrees 00
<br />minutes 02 seconds, a radius ot 100.00 feet, and 0 chord bearing South 07 degrees 16 minutes 33 seconds
<br />East, 48.39 feet; thence South 06 degrees 43 minutes 28 seconds West along said right-ot-way line, 121.49
<br />feet to a point of curvature; thence 126.01 feet Southwesterly along said right-of-way and the arc ot curve to
<br />the right, through a central angle of .38 degrees 00 minutes 02 seconds, a radius of 190.00 feet, and a chord
<br />bearing South 25 degrees 4.3 minutes 29 seconds West, 123.72 feet; thence South 44 degrees 4.3 minutes 30
<br />seconds West along said right-of-way line, 149.63 feet to a point of curvature; thence 60.73 feet Westerly
<br />along said right-of-way line and the arc of a curve to the right, through 0 central angle of 90 degrees 22
<br />minutes 31 seconds, 0 radius of 38.50 feet, and a chord bearing South 89 degrees 54 minutes 45 seconds
<br />West, 54.63 feet to the point of beginning, containing 238,784 square feet or 5.4817 acres :l:: and subject to
<br />any and 011 easements or agreements recorded or unrecorded.
<br />I turther certify that the map on sheet one (1) is a correct representation of the exterior boundaries of the
<br />lands surveyed and that I have tully complied with the provisions of Chapter S.236.34 of the State Statutes and
<br />the Subdivision Ordinance of the City ot Middleton in surveying, dividing and map~in~ the some.
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<br /> :JUNE: '"2... \ \ "Loot; : l RICHARD S. ...... -:.
<br />Dated: =*! LAWRENCE \*~
<br /> fAS.~ - i 5-2364 : -
<br />Signed: :. \. STOUGHTON../ ~
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<br /> Richard S. Lawrence, RLS 2364 ':. ." .... WI S. .... "
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<br /> LINE T ABLES ~, ~ .......... ~ "
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<br /> NUMBER DIRECTION DISTANCE NUMBER DIRECTION DISTANCE
<br /> L1 N 48'23'21" E 42.07' L13 N 06'41'05" E 95.96'
<br /> L2 S 54'16'32" E 30.97' L14 N 83'16'58" W 36.89'
<br /> L3 S 21'16'34" E 223.92' L15 S 06'43'28" W 81.31'
<br /> L4 S 06'43'28" W 121.49' L16 S 06'43'28" W 40.17'
<br /> L5 S 44'43'30" W 149.63' L17 S 64'27'53" E 140.4 7'
<br /> L6 S 55'12'24" E 75.64' L18 N 44'43'28" E 151.04'
<br /> L7 S 83'34'19" W 15.81' L19 S 45'21'39" E 15.00'
<br /> L8 S 55'16'32" E 9.06' L20 S 45'30'28" W 38.95'
<br /> L9 S 45'13'01" E 39.27' L21 N 68'43'26" E 35.47'
<br /> L10 S 45'19'59" W 19.84' L22 S 21'16'34" E 129.16'
<br /> L11 S 45'51'52" E 86.42' L23 S 21'16'34" E 94.76'
<br /> L12 S 20'15'07" E 111.46'
<br /> CURVE TABLE
<br /> NUMBER ARC LENGTH CENTRAL ANGLE RADIUS CHORD DIRECTION CHORD LENGTH
<br /> C1 110.01' 32'59'58" 191.00' S 37'46'33" E 108.49'
<br /> C2 48.87' 28'00'02" 100.00' S 07'16'.33" E 48.39'
<br /> C3 126.01' 38'00'02" 190.00' S 25'43'29" W 123.72'
<br /> C4 60.7.3' 90'22'31" 38.50' S 89'54'45" W 54.63'
<br /> //'1-33 C5 76.64 23'06'47" 190.00 S 18'16'51" W 76.13
<br />MAP NO. C6 49.37 14'53'15" 190.00 S .37'16'52" W 49.23
<br />DOCUMENT NO. '-/- 6 7 O{,.." 2-
<br />VOLUME (; Cj PAGE 2 t..f 3 MAVlcorporation
<br />PLOT DATE: 06-21-05
<br />LAYOUT: SHT3 OB-14-04
<br />101: \OB1404\SURV\CSOB14-1.0WG DRAWN BY: SJK CHECKED BY: RSL SHEET 3 OF 4
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