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)1r\ CERTIFIED SURVEY MAP <br /> WILLIAMSON SURVEYING AND ASSOCIATES, <br /> OA T. PRIEVE & CHRIS V. ADAMS, REGISTERED LAND SURVEYORS <br /> 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE' 608-255-5705 <br /> Part of Government 1, Also known as -the NE 1/4 of -the NE 1/4, part of the NW 1/4 of <br /> the NE 1/4 <br /> Dane County Wisconsin 1/2 <br /> also being Lot 1/4, <br /> 1 C.S.M.Section <br /> 5801 and Lot R9E, Town of Madison, <br /> C.S.M. 11532 <br /> NOTES: <br /> 1.) THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS AND AGREEMENTS RECORDED AND <br /> UNRECORDED. <br /> 2.) ALL LOTS CREATED BY THIS CERTIFIED SURVEY MAP ARE INDIVIDUALLY RESPONSIBLE FOR <br /> COMPLIANCE WITH CHAPTER 37 OF THE MADISON GENERAL ORDINANCES IN REGARDS TO STORM WATER <br /> DETENTION AT THE TIME THEY DEVELOP. <br /> PUBLIC.) UTILITIES EASEMENTS HAVING THE RIGHT TOO TH ARE FOR <br /> AREA.T E USE OF PUBLIC BODIES AND PRIVATE <br /> 4.) IN THE EVENT OF THE CITY OF MADISON PLAN COMMISSION AND/OR COMMON COUNCIL APPROVE <br /> RE-DIVISION OF A PREVIOUSLY SUBDIVIDED PROPERTY, THE UNDERLYING PUBLIC EASEMENT FOR <br /> DRAINAGE PURPOSES ARE RELEASED BY THOSE REQUIRED AND CREATED BY THE CURRENT APPROVED <br /> SUBDIVISION. <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 <br /> Madison, and by -the direction of -the owners listed below, I have surveyed, divided, and ed <br /> mapped a correct representation of all of -the exterior boundaries of the ofd s v yl 4 <br /> being part of Government 1, Also known as the NE 1/4 of -the NE 1/4, part <br /> DanehCounty Wisconsin also being SLot 1 C.SMe58011and Lot i1nCSM. 11532,9 oreopartculal Madison, <br /> described as follows' <br /> Commencing at the East meander corner of said Section 36, thence N 01'15'37' E, 10.00 feet <br /> to 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, 655.61 feet; thence N 00'07'35' W, 321.33 feet; thence <br /> N 59°33'14' W, 291.21 feet; thence N 48'56'35' W, 21.96 feet; thence N 31°06'38' W, 285.25 <br /> feet; thence N 88'56'07' W, 292.69 feet; thence N 89'06'58' W, 81.04 feet; -thence <br /> N 00'18'12' E, 120.13 feet; thence S 88'49'13' E, 81.16 feet; thence N 00'21'33' E, 80.24 feet; <br /> 60 09 efeet8;8 thence S 85415'33 e E, 428.93 ofeet; thence E,along 401.41 <br /> anf arc of thence <br /> a curve cOonOcav d <br /> northerly having a radius of 86 3..51 eetetthe dce a long along can hord bearing curve <br /> S 8 006 '27' E, 121.02 <br /> feet; thence N 88'46'51' E, <br /> northeasterly having a radius of 254.41 feet and a long chord bearing of S 56'04'09' E, <br /> 52.25 feet; thence S 00'28'24' W, 1,439.45 feet to the point of beginning. This parcel <br /> contains 1,444,083 sq. ft. or 33.15 acres thereof. I SURVEYORS SEAL <br /> Williamson Surveying and Associates, LLC <br /> by Noa T. Prieve & Chris W. Adams <br /> Date <br /> Chris W. Adams S-2748 <br /> Registered Land Surveyor - Owner <br /> Sheet 6 of 8 114W-59 <br />