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NOTE:
<br /> THIS IS A REDUCED COPY OF
<br /> THE ORIGINAL RECORDED
<br /> CERTIFIED SURVEY MAP. THIS
<br /> REDUCTION IS NOT TO SCALE
<br /> 1111 CERTIFIED SURVEY M/�1ND SHOULD NOT BE USED
<br /> /''(FOR ANYTHING OTHER THAN A
<br /> 'VISUAL AID TO THE AFFADAVIT
<br /> F CORRECTION IT IS
<br /> WILLIAMSON SURVEYING AND ASSOCIATES, LL
<br /> NOA T. PRIEVE d CHRIS V. ADAMS, REGISTERED LAND SURVEYThrtn
<br /> 104 A VEST MAIN STREET, VAUNAKEE, VISCONSIN, 53597 PHONE, 608-2
<br /> "
<br /> Part of Government Lot 1, Also known as the NE 1/4 of the NE 1/4, port TO._
<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 Vlsconsln Including Lot 1 C.S.M. 5801 and Lot 1 C.S.M. 11532.
<br /> SURVEYDR'S CIIRTIIPICATS
<br /> 1, Chris W. Adores, Registered Land Surveyor hereby certify that in full compliance with the
<br /> provisions of Chapter 236.34 Vlsconsin Statutes, the subdivision regulations of City of Madison,
<br /> and by the direction of the owners listed below, I hove surveyed, divided, and mopped o correct
<br /> representation of oil of the exterior boundaries of the land surveyed, being port of Government
<br /> I, Also known as the NE 1/4 of the NE 1/4, port of the NW 1/4 of the NE 1/4 and port 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 /> porticuiorly 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 0915'55' 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' V, 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 orc of a
<br /> curve concaved southwesterly having a radius of 60.00 feet and a long 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' V,
<br /> 209.54 feet; thence N 89'06'58' V, 81.04 feet; thence N 0018'12' 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 feel; 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 o
<br /> radius of 78551 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 on 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 BB'46'51' E, 486.01
<br /> Feet; thence along an arc of a curve concaved northeasterly having o radius of 254.41 feet and
<br /> a long chord bearing of S 56'04'09' E, 52.25 feet; thence S 00'26'24' 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 o ssoclates, LLC
<br /> � � / by , rte V. Adorns
<br /> Dote /�/a, /( )o/c
<br /> Chris V. Adams S-2748
<br /> LINE TABLE CURVE TABLI�' Registered Land Surveyor - Owner
<br /> LA L.L. BEARING DISTANCE CI RADIUS LONG CHORD ARC DEL TA TANGENT BEARING
<br /> LI N 09'15'55' I 9087'
<br /> L2 N 39'04'26' E 43.48' C1 60.00' N 11'23'35' V 113.55' 148.99'142'16'20'N 59'44'36' E
<br /> L3 N 09'13'57' £ 247.89' C2 792.51' N 72'33'56'C 173.76'174.11' 12'35'15' N 78'51'33'I
<br /> 1.4 N 35'38'34' V 21.64' C3 785.51' N 81'48'34' E 8086' 80.90' 05'54'02' N 78'51'33' E
<br /> 1.5 N 05'09'07'E 55.12' (S 87'38'17•E)
<br /> L6 5 89'00'01' E 36.43' C4 853.51' S 87'0627' E 121.02' 121.12' 08'07'51'
<br /> 1.7 N 06'31'03' f 168 (S 56'40'37'f)(53.83')
<br /> LB (N 08'3073• S 89°09'24"J S 56'04'09'I 52,25' 52.34' 11'47'14' S 50'10'34' C S 61.57'48'C
<br /> 119,
<br /> S 89'1 ' a (9).039 EASEMENT LINE TABLE
<br /> S 88'0 4'F 81.15' - -
<br /> �• EJ El L.C. BEARING DISTANCE SURVEYORS SEAL
<br /> LI0 1'33' E 80.24' E1 S 89'03'45' E 39000'
<br /> L11 S 89'34'42' E 10.00' f2 S 01'02'13' V 15000'
<br /> LIE N 00'25'18' E 10.00' f3 N 89'03'45' V 390.00' ► ,'
<br /> L13 N 89'34'42' V 1000' E4 N 01'02'13' E 150.00'
<br /> L14 N 66'26'51' E 50.45' E5 S 01'06'03' V 25.01'
<br /> L15 S 11•08'27' E 7.00' E6 N 89.'40'02' C 25.00' CHRIS W. 71
<br /> L16 N 89'30'35' V 197.78' E7 S 01'0679' V 10.00' ; ADAMS g
<br /> L17 S 42.49'45' V 17590' E8 S 88'56'47' E 41.45' 5-2748
<br /> AW UNAICEE, Q'
<br /> LIB S 00'42'08'C 200.00' E9 S 88'56'47' E 42.05' WI O
<br /> L19 S 34'22'19' E 200.00' A. • -/ !�
<br /> L20 S 89'03'44'E 259.05' "5fO SUFOrC1
<br /> Sheet 2 of 12 I14W-59
<br />
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