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<br /> CERTIFIED SURVEY MAP
<br /> WILL IAMSON SURVEYING AND ASSOCIATES, LLC
<br /> NSA T. PRIEVE & CHRIS W. ADAMS, REGISTERED LAND SURVEYORS
<br /> ---- 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE: 608-255-5705
<br /> LOCATED IN PART OF THE NW Y4 & SW 74 OF THE NE V4, SECTION 1, T6N, R7E, TOWN
<br /> OF SPRINGDALE, DANE COUNTY, WISCONSIN, INCLUDING ALL OF LOTS 3 AND 4,
<br /> CERTIFIED SURVEY MAP 8897.
<br /> CURVE TABLE
<br /> C-# RADIUS L.C. BEARING L.C. DISTANCE ARC DELTA
<br /> CS 18'27'29' V) (265.00') (270.10') (38'41'22')
<br /> C-1 400.00' S 18'27'51' W 26506' 270.16' 38'41'52'
<br /> CS 17'38'54' 0 0816.769 (959.72') (110'54'089
<br /> C-2 495.82' S 17'39'10' E 816.60' 959.44' 110'52'14'
<br /> CS 43'05'58' E) (510.00) (53519') (61'19'40')
<br /> C-3 500.00' S 43'06'04' E 510.10' 53530' 61'20'26'
<br /> CS 07'16'19' E) 090.009 (90.12') (10'19'38')
<br /> C-4 500.00' S 07'19'44' E 89.91' 90.03' 10'19'00'
<br /> SURVEYOR'S CERTIFICATE LINE TABLE
<br /> I, Noa T. Prleve, Registered Land Surveyor hereby L-# BEARING DISTANCE
<br /> certify that in full compliance with the provisions of (150.00')
<br /> Chapter 236.34 Wisconsin Statutes, the subdivision L-1 N 89.06'48' E 150.03'
<br /> regulations of Dane County, and by the direction of (S 00'53'12' 0 (130.00')
<br /> the owners listed below, I have surveyed, divided, L-2 S 00'52'44' E 130.03'
<br /> and mapped a correct representation of the
<br /> exterior boundaries of the land surveyed and the (S 37.48'10' W) 0104.00')
<br /> division of that land, being part of the Northwest Y4, L-3 S 37'48'01' W 103.97'
<br /> and Southwest Y4 of the Northeast I'4, Section 1, T6N, (S 07'16'19' 0 (18535)
<br /> R7E, Town of Springdale, Dane County, Wisconsin L-4 S 76'19'27' E 185.31'
<br /> Including all of Lots 3 and 4, Certified Survey Map CS 02'06'30' 0 (230.00')
<br /> No. 8897, more particularly described as follows, L-5 S 02'03'26' E 229.98'
<br /> CN 89'57'52' E)
<br /> Commencing at the North 3'4 corner of said Section 1; (N 89'51'41' 0 (11525')
<br /> thence N 89'06'48' E 205.27 feet to the Northwest L-6 S 89'53'45' E 11544'
<br /> corner of said Certified Survey Map 8897 and the
<br /> point of beginning. (N 15.47'37' 0 (316.55)
<br /> CN 15.49'30' 0 (316.61)
<br /> thence continue N 89'06'48' E, 150.03 feet; thence S L-7 N 15'49'23' E 316.70'
<br /> 00'52'44' E, 130.03 feet; thence along an arc of a CN 00'5312' V)
<br /> curve concaved westerly having a radius of 400.00 L-8 N 00'55'08' W 33.00'
<br /> feet and a long chord bearing of S 18'27'51' W,
<br /> 265.06 feet; thence S 37'48'01' W, 103.97 feet; L-9 N 89'06'48' E 150.00'
<br /> thence along an arc of a curve concaved easterly
<br /> having a radius of 495.82 feet and a long chord (S 00.5312' E)
<br /> bearing of S 17'39'10' E, 816.60 feet; thence L-10 S 00'52'44' E 33.00'
<br /> S 76'19'27' E, 185.31 feet; thence along an arc of a (S 00'53'12' 0 (97.00')
<br /> curve concaved southwesterly having a radius of L-11 S 00'52'44' E 97.02'
<br /> 500.00 feet and a long chord bearing of S 43'06'04'
<br /> E, 510.10 feet; thence S 12'25'22' E, 511.11 feet;
<br /> thence along an arc of a curve concaved westerly
<br /> having a radius of 500.00 feet and a long chord
<br /> bearing of S 07'19'44' E, 89.91 feet; thence S
<br /> 02'03'26' E, 229.98 feet; thence S B7'54'05' W,
<br /> 1,086.31 feet; thence N 00'40'57' W, 2,176.25 feet to ` SURVEYORS SEAL I
<br /> the south line of Lot 4 Certified Survey Map 6374;
<br /> thence S 89'53'45' E, 115.44 feet; thence N 15'49'23'
<br /> E, 316.70 feet; thence N 00'55'08' W, 33.00 feet to d�„y, ;, Nuns
<br /> the point of beginning. This parcel contains 1,438,438 bry,,
<br /> sq. ft. or 33.02 acres and is subject to a 33 foot s'OiC®RIe'Q,4/ 14'
<br /> road right of way on the northerly side thereof. . 1 . i
<br /> Williamson Surveying and Associates, LLC NOA - ,
<br /> by Noa T. Prleve & Chris W. Adams
<br /> �'�' �RIEV' ,,\ IC: 13
<br /> D/2----
<br /> to S,,.v� /v ! 71)i3 �
<br /> S-24'
<br /> L NVI l 0�T. Prleve S-2499 N''.® SU��
<br /> Registered Land Surveyor - Owner Sheet 2 of 4 I 13W-93
<br />
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