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it <br /> Et WILLIAMSON ,SURVEYING & ASSOCIATES LLC <br /> 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597, <br /> NDA T. PRIEVE & CHRIS W. ADAMS <br /> VIIF <br /> P FESSIONAL LAND SURVEYORS <br /> PHONE, 608-255-5705 F X' 608-849-9760 WEB' WILLIAMSONSURVEYING.COM <br /> QPARCEL "A" DESC ION N 89'57'54' E <br /> Dane County Rezone Pet. 0910 <br /> J A parcel of land located in part of the S '/4 of the SW v4 255.00' <br /> Q. of Section 14,T7N,R6E,in the Town Vermont,Dane •o <br /> County,Wisconsin being more particul ly described as DECK o w SCREEN <br /> follows: — PORCH <br /> ,in __PORCH <br /> I�/� Commencing at the South y corner of id Section 14; i H <br /> PRO OSED <br /> WJ thence S 89°52'28"W along the south 1• e of said Section 1 NEW HOUSE o <br /> 14,423.65 feet;thence N 00°18'13"E, 67.05 feet to the f'9 ' <br /> • <br /> point of beginning. p m <br /> P) <br /> O IA TOWN APPROVED w <br /> O thence continue N 00°18'13"E,530.03 eet thence N BUILDING LOCATION <br /> 89°57'54"E,255.00 feet thence 5 00°1;'13"W,382.54 IC <br /> II feet;thence S 60°00'18"W,295.34 feet •the point of PARCEL "A" <br /> beginning. This parcel contains 2.67 • s and is subject to <br /> a join driveway easement agreement of 12 feet over the AREA = 2.67 ACRES m <br /> n <br /> 4 most southerly part thereof. W OR 116,351 SOFT. fU <br /> ,� Cn <br /> M PROPOSED <br /> DRIVEWAY <br /> ril <br /> 1.) THIS SITE PLAN IS NOT INTaNDED TO BE A m <br /> SURVEY OF THE PROPERTY LINE• AND WAS p <br /> PREPARED WITHOUT BENEFIT OF A TITLE o <br /> REPORT FOR THE SUBJECT TRAC' OR Z rN <br /> ADJOINERS AND IS THEREFORE • BJECT TO •0 • - <br /> ANY EASEMENTS, AGREEMENTS, R STRICTIONS �•• <br /> AND STATEMENT OF FACTS REVa LED BY ,•• �- <br /> EXAMINATION OF SUCH DOCUMEN S. �.. <t•2.) WETLANDS, IF PRESENT, HA NOT BEEN i 3" rN0 <br /> DELINEATED OR SHOWN. /•- i � <br /> 3.) FLOOD PLAIN, IF PRESENT, S NOT BEEN <br /> LOCATED OR SHOWN. •t.) <br /> rN �S <br /> Y <br /> CENTERLINE OF 24' WIDE <br /> JOINT DRIVEWAY , <br /> EASEMENT AGREEMENT / ' 'OEND <br /> co <br /> i• <br /> Zo: $4 •. -0 L.l 0 = SET 3/4'x24' REBAR <br /> ,g,p0 ,, .- WT 1,5 LB PER UN FT <br /> to in el = FOUND SECTION CORNER•\-\ - i pp °- (AS NOTED)• <br /> .� <br /> o N <br /> 4C./ / o <br /> 4y eN. /� • S�cS'040- Z•`�� 1C.4jl/- u9 ES". C R66 FOUND PLOW SHARE <br /> .`�3^ •-// SI�tN,A 1114' SOUTH i CORNER•\�,e✓ SEC ii 2239.77' 423.65' t SEC. 14, T7N, R6E ey� `,� JV S 89'52'28' W 1 2663.42' J�� <br /> N. `\ p`:`: <br /> PREPARED FOR: <br /> \,,_.....N <br /> ` QUALITY WEST CONST. <br /> ,, PO BOX 12 <br /> MT HOREB, WI 53572 <br /> SITE PLAN DATE: 1-7-2016 <br /> HAMIL TDN RESIDENCE (PLAN DA TESAV f1,5)of 2 JOB NO 16 W-04 <br />