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CERTIFIED SURVEY MAP
<br /> WILLIAMSON SURVEYING AND ASSOCIATES, LLC
<br /> (411 NOA T. PRIEVE b CHRIS V. ADAMS, REGISTERED LAND SURVEYORS
<br /> 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE: 608-255-5705
<br /> LOCATED IN PART OF THE NW 3'4 & SW A OF THE NE A, 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 DEL TA
<br /> CS 18'27'29' V) (265.00') (27010') (38'4122')
<br /> C-1 400.00' S 18'27'51' V 26506' 270.16' 38'41'52'
<br /> CS 17'38'54' 0 C816.76) (959.72') C110•54'08')
<br /> C-2 49582' S 17'39'10' E 816.60' 959.44' 110'52'14'
<br /> CS 43'05'58' £) (510.00') 0535.199 (6119'40')
<br /> C-3 500.00' S 43'06'04' E 510.10' 535.30' 61'20'26'
<br /> CS 07'16'19' E) C90.00) (9012') 01019'38')
<br /> C-4 500.00' S 07.19'44' E 89.91' 9003' 10'1900'
<br /> ,SURVEYOR'S CERTIFICATE LfNE TABLE
<br /> I, Noa T. Prieve, Registered Land Surveyor hereby L-# BEARING DISTANCE
<br /> certify -that in full compliance with the provisions of (15000')
<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 CS 00'53'12' E) (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 CS 37.4810' V) (104.00')
<br /> division of that land, being part of the Northwest J4, L-3 S 37'48'01' W 103.97'
<br /> and Southwest A of the Northeast Y4, Section 1, T6N, CS 07'16'19' E) 0185.35')
<br /> R7E, Town of Springdale, Dane County, Wisconsin L-4 S 76'1927' E 18531'
<br /> including all of Lots 3 and 4, Certified Survey Map Cs 02'06'30' E) 0230.009
<br /> No. 8897, more particularly described as follows: L-5 S 02'0326' E 229.98'
<br /> Commencing at the North Y4 corner of said Section it (N 89'57'52' £)
<br /> thence N 889'06'48' E 205.27 feet to the Northwest (N 89 53'4 £) (15..44''
<br /> corner of said Certified Survey Map 8897 and the L-6 S 89'53'45' E 11544'
<br /> point of' beginning. CN 15'47'37' £) (316.55)
<br /> (N 15.49'30' £) (316.61)
<br /> thence continue N 89.06'48' E, 150.03 feet thence S L-7 N 15'4923' E 316.70'
<br /> 00'52'44' E, 130.03 feet thence along an arc of' a CN 00'53'12' V)
<br /> curve concaved westerly having a radius of 400.00 L-8 N 00.55'08' V 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 CS 00.53'12' £) (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 87.54'05' W,
<br /> 1,086.31 feet; thence N 00.40'57' W, 2,176.25 feet to SURVEYORS SEAL j
<br /> the south line of Lot 4 Certified Survey Map 63741
<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
<br /> the point of beginning. This parcel contains 1,438,438 .e"-r"
<br /> sq. ft. or 33.02 acres and Is subject to a 33 foot df esdOiltio,,,•
<br /> r
<br /> /
<br /> oad right of way on the northerly side thereof. ' y0 , f
<br /> Williamson Surveying and Associates, LLC
<br /> by Noa T. Pr/eve & Chris W. Adams g * PRIEV"
<br /> Date -Z,.., /0 1 Z[,1-3 S-24! !
<br /> Ll �e oin9
<br /> T. Prleve S-2499 �`14 0
<br /> Registered Land Surveyor - Owner I
<br /> Sheet 2 of 4 13W-93
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