|
ifil) CERTIFIED SURVEY MAP
<br /> WILLIAMSON SURVEYING AND ASSOCIATES, LLC
<br /> j NOA T. PRIEVE & CHRIS V. ADAMS, PROFESSIONAL LAND SURVEYORS
<br /> 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE 608-255-5705
<br /> Located in part of' the NW 1/4 of the NW 1/4 and part of the NE 1/4 of' the NW 1/4
<br /> of Section 3, and part of the NE 1/4 of the NE 1/4 of Section 4, all in T8N, R10E, Town
<br /> of Burke, Dane County, Wisconsin. Including all of Lots 1 and 2 C.S.M. No. 5744 and all of
<br /> Outlot 1 and part of vacated Kathy Lane, Terrace Parklands Plat.
<br /> ,S'URVEYOR'S CERTIFICATE
<br /> I, Noa T. Prieve, Professional Land Surveyor hereby certify that in full compliance
<br /> with the provisions of Chapter 236.34 Wisconsin Statutes, the subdivision regulations
<br /> of' Dane County, and by the direction of the owners listed below, I have surveyed,
<br /> divided, and mapped a correct representation of the exterior boundaries of the land
<br /> surveyed and the division of that land, llocated in part of the NW 1/4 of the NW
<br /> 1/4 and part of the NE 1/4 of the NW 1/4 of Section 3, and part of the NE 1/4 of
<br /> the NE 1/4 of Section 4, all in T8N, R10E, Town of Burke, Dane County, Wisconsin.
<br /> Including all of' Lots 1 and 2 C.S.M. No, 5744 and all of Outlot 1 and part of vacated
<br /> Kathy Lane, Terrace Parklands Plat, more particularly described as follows:
<br /> Commencing at the North 1/4 corner of said Section 3; thence S 89'23'52' W along
<br /> the North line of the Northwest 1/4, 1990.94 feet; thence S 20'52'14' W, 36.78 feet
<br /> to the point of beginning.
<br /> thence continue S 20'52'14' W, 544.15 feet; thence S 51'21'14' W, 417.30 feet; thence
<br /> S 83'30'20' W, 69.13 feet; thence S 00'37'36' E, 18.87 feet; thence S 79'43'48' W,
<br /> 610.29 feet; thence S 00'51'55' W, 762.92 feet; thence S 89'52'38' E, 530.42 feet;
<br /> thence N 88'52'26' E, 1800.52 feet; thence N 88'56'18' E, 200.00 feet; thence
<br /> N 03'55'50' W, 137.50 feet; thence along an arc of a curve concaved easterly having
<br /> a radius of 475.00 feet and a long chord bearing of N 00'44'26' W, 52.74 feet;
<br /> thence N 02'26'10' E, 64.00 feet; thence N 88'41'50' W, 179.10 feet; thence
<br /> N 02'57'34' E, 1343.35 feet; thence N 57'54'34' W, 38.25 feet; thence N 88'18'00' W,
<br /> 492.22 feet; thence S 87'45'41' W, 385.08 feet; thence S 86'47'52' W, 164.88 feet;
<br /> thence N 82'07'22' W, 140.69 feet to the point of beginning. This parcel contains
<br /> 3,131,176 sq. ft. or 71.88 acres thereof'.
<br /> Williamson Surveying and Associates, LLC
<br /> by Noa T. Prieve & Chris W. Adams
<br /> Date
<br /> Noa T. Prieve 5-2499
<br /> CURVE TABLE: Professional Land Surveyor
<br /> C-# RADIUS CHORD BEARING ARC DELTA
<br /> C-1 475.00 N 00'44'26' V 52.74 52.76 06'21'52'
<br /> LINE TABLE:
<br /> L-# BEARING DISTANCE
<br /> L-1 S 20'52'14' W 544.15
<br /> L-2 S 51'21'14' V 41Z30
<br /> L-3 S 83'3020' V 69.13
<br /> L-4 S 00'37'36' E 18.87
<br /> L-5 S 79'43'48' V 610.29
<br /> L-6 S 00'51'55' W 762.92 SURVEYORS SEAL
<br /> L-7 S 89'52'38' E 530.42
<br /> L-8 N 88'52'26' E 1800.52
<br /> L-9 N 88'5618' E 200.00 \7N(
<br /> L-10 N 03'55'50' V 13Z50 ������
<br /> L-11 N 02'2610' E 64,00
<br /> L-12 N 88'41'50' V 179.10
<br /> L-13 N 02'57'34' E 1343.35' r v
<br /> L-14 N 57'54'34' V 38.25' Y OQ
<br /> L-15 N 88'18'00' V 492.22' C
<br /> L-16 S 87'45'41' V 38508'
<br /> L-17 S 86'47'52' V 164.88'
<br /> L-18 N 82'07'22' V 140.69'
<br /> Sheet 2 of 2 I 17W-13
<br />
|