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Y CER TIFIED SURVEY MAP
<br /> WILLIAMSON SURVEYING AND ASSOCIATES, LLC
<br /> NOA T. PRIEVE & CHRIS W. ADAMS, REGISTERED LAND SURVEYORS
<br /> \ = 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE; 608-255-5705
<br /> Part of Government Lot 1, Also known as the NE 1/4 of the NE 1/4, part of the NW 1/4
<br /> of the NE 1/4 and part of the S 1/2 of the NE 1/4, Section 36, T7N, R9E, Town of
<br /> Madison, Dane County Wisconsin including Lot 1 C.S.M. 5801 and Lot 1 C.S.M. 11532.
<br /> ,SURVEYOR'S CERTIFICATE
<br /> I, Chris W. Adams, Registered Land Surveyor hereby certify that In full compliance with the
<br /> provisions of Chapter 236.34 Wisconsin Statutes, the subdivision regulations of City of Madison,
<br /> and by the direction of the owners listed below, I have surveyed, divided, and mapped a correct
<br /> representation of all of -the exterior boundaries of the land surveyed, being part of Government
<br /> 1, Also known as the NE 1/4 of the NE 1/4, part of the NW 1/4 of the NE 1/4 and part of the
<br /> S 1/2 of the NE 1/4, Section 36, T7N, R9E, Town of Madison, Dane County Wisconsin including Lot 1
<br /> C.S.M. 5801, Vol. 27, Pg. 196, Doc. 2131983 and Lot 1 C.S.M. 11532, Vol, 70, Pg. 168, Doc. 4109880 more
<br /> particularly described as follows:
<br /> Commencing at the East meander corner of said Section 36, thence N 01'15'37' E, 10.00 feet to
<br /> East 1/4 corner; thence N 89'03'45' W, 662.32 feet to the point of beginning.
<br /> Thence continue N 89'03'45' W, 1261.86 feet; thence N 09'15'55' E, 90.87 feet; thence
<br /> N 39'04'26' E, 43.48 feet; thence N 09'13'57' E, 247.89 feet, thence N 35'38'34' W, 21.64 feet;
<br /> thence N 05'09'07' E, 55.12 feet; thence S 89'00'01' E, 36.43 feet; -thence along the arc of a
<br /> curve concaved southwesterly having a radius of 60.00 feet and a tong chord bearing
<br /> N 11'23'35' W, a distance of 113.55 feet; thence N 06'31'03' E, 168.98 feet; thence N 88'56'07' W,
<br /> 209.54 feet; thence N 89'06'58' W, 81.04 feet; thence N 00'18'12' E, 119.65 feet; thence
<br /> S 88'09'24' E, 81.15 feet; thence N 00'21'33' E, 80.24 feet; thence N 00'25'18' E, 400.00 feet; -thence
<br /> S 89'34'42' E, 10.00 feet; thence N 00'25'18' E, 10.00 feet; thence N 89'34'42' W, 10,00 feet; thence
<br /> N 00'25'18' E, 69.27 feet to the southerly right of way of Nob Hill Road; thence along said right
<br /> of way N 66'26'51' E, 50.45 feet; thence along -the arc of a curve concaved southeasterly having
<br /> a radius of 792,51 feet with a long chord bearing N 72'33'56' E, a distance of 173,76 feet;
<br /> thence S 11'08'27' E, 7,00 feet; thence along the arc of a curve concaved southeasterly having a
<br /> radius of 785.51 feet and a long chord bearing N 81'48'34' E, a distance of 80.86 feet; thence
<br /> S 85'15'33' E, 428.93 feet; thence along an arc of a curve concaved northerly having a radius of
<br /> 853.51 feet and a long chord bearing of S 87'06'27' E, 121.02 feet; thence N 88'46'51' E, 486.01
<br /> feet; thence along an arc of a curve concaved northeasterly having a radius of 254.41 feet and
<br /> a long chord bearing of S 56'04'09' E, 52.25 feet; thence S 00'28'24' W, 1,439.45 feet to the
<br /> point of beginning, This parcel contains 1,880,485 sq, ft. or 43.17 acres thereof.
<br /> Williamson Surveying an: associates, LLC
<br /> I by riev W. Adams
<br /> �4'
<br /> Date /" �i CZ f/7 c)G�
<br /> Chris W. Adams 5-2748
<br /> LINE TABLE CURVE TABLE Registered Land Surveyor - Owner
<br /> L# L.C, BEARING DISTANCE
<br /> LI N 09'15'55' E 90.87' 04 RADIUS LONG CHORD ARC DELTA TANGENT BEARING
<br /> L2 N 39'04'26' E 43.48' 0 60.00' N 11'23'35' W 113.55' 148.99' 142'16'20' N 59'44'36' E
<br /> L3 N 09'13'57' E 247.89' C2 792.51' N 72'33'56' E 173.76' 174,11' 12'35'15' N 78'51'33' E
<br /> L4 N 35'38'34' W 21.64' C3 785,51' N 81'48'34' E 80.86' 80.90' 05'54'02' N 78'51'33' E
<br /> L5 N 05'09'07' E 55.12' (5 87.38'17' 0
<br /> L6 S 89'00'01' E 36.43' C4 853.51' S 87'06'27' E 121.02' 121.12' 08'07'51'
<br /> (S 56'40'37' E)(53.83)
<br /> L7 N 06'31'03' E 168.98'
<br /> C5 254,41' S 56'04'09' E 52.25' 52.34' 11'47'14' S 50'10'34' E S 61'57'48' E
<br /> (N 00'00'13' E) (120.23')
<br /> LB N 00'18'12' E 119.65'
<br /> (S 89'18'17' E) (81.03') EASEMENT LINE TABLE
<br /> L 9 S 88'09'24' E 81.15'
<br /> (N 00'00'03' E) E#1 L.C. BEARING DISTANCE SURVEYORS SEAL
<br /> L10 N 00'21'33' E 80.24' El S 89'03'45' E 390.00'
<br /> L11 S 89'34'42' E 10.00' E2 S 01'02'13' W 150.00'
<br /> L12 N 00'25'18' E 1000' E3 N 89'03'45' W 390.00' r C
<br /> L13 N 89'34'42' W 10.00' E4 N 01'02'13' E 150.00'
<br /> L14 N 66'26'51' E 50.45' E5 S 01'06'03' W 25.01'
<br /> L15 S 11'08'27' E 7.00' E6 N 89'40'02' E 25.00' tA./ CHRIS W. 111.trilt.i
<br /> L16 N 89'30'35' W 197.78' E7 S 01'06'19' W 10.00' ( AD2748
<br /> L17 S 42'49'45' W 175.90' E8 S 88'56'47' E 41,45' l S-2748 J
<br /> WAUNAKEE, ovs
<br /> L18 S 00'42'08' E 200.00' E9 S 88'56'47' E 42.05' %cr ,. WI 0
<br /> L19 S 34'22'19' E 200.00'
<br /> L20 S 89'03'44' E 259.05' ���*I% 1 SUB,
<br /> ��\\�
<br /> Sheet 2 of 12 14W-59
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