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CERTIFIED SURVEY MAP <br /> WILLIAMSON SURVEYING COMPANY <br /> 104 A WEST MAIN STREET E 1/4 COR. <br /> WAUNAKEE WISCONSIN 53597 T9N, R8E <br /> 000111111811•114 • <br /> SCALE: I" = 200' <br /> ♦ � GJC"O N.... A,�i, ��_■�, LEGEND p ie:` RONALD E. Y �' O 100 200 400 FOUND I 1/4" IRON PIPE p <br /> i <br /> x <br /> WILLIAMSON 'r' o SET I 1/4" x 24" IRON PIPE CC ID <br /> g `o'I • S-1264 *" WEIGHING 2.67 LBS. PER FOOT �i a <br /> ! <br /> o s r" WAUNAKEE, F. O.6 FOUND 12" DIA. CONC. POST m <br /> W� -y .t WIS. !t•O : WITH CHISELED "X" N 49.5 <br /> a ,�j� 4,, ............•.. ,�,:. () RECORPED AS 1I w <br /> !4• S U��,,rS W M <br /> CL <br /> 3 N 82.38'36" E 444.51' to <br /> o LOT I <br /> o 10 2.75 ACRES . ti °' N 84'15'50" E ® ,�750.64' �� <br /> Z 04 119,907 SQ. FT. w 4 <br /> • i ♦ 3 <br /> v <br /> 1286.84' t0 1270.23' <br /> -{f.--0-.---1 <br /> S 84' 15' 50" W CUL DE SAC IS <br /> DEDICATED TO THE <br /> S I/4 COR. N 84' 15'50" E 2613.25 1 2614.00' 1 SE COR. I <br /> PUBLIC <br /> T9N, R8E T9N, R8E\ <br /> S 84' 15'50" W 56.16' <br /> SURVEYOR'S CERTIFICATE <br /> • <br /> I, Ronald E. Williamson, Registered Land Surveyor, hereby certify that in full <br /> compliance with theprovisions of Chapter 236.34 Wisconsin Statutes, the subdivision <br /> regulations of Dane County and by the direction of the owners listed below I <br /> have surveyed, divided and mapped a portion of the South 1/2 of the SE 1/4 of <br /> Section 30, T9N, R8E, Town of Dane, Dane County, Wisconsin to-wit: <br /> Commencing at the Southeast corner of said Section 30; thence S 84°15'50" W, 56.16 <br /> feet to the point of beginning. <br /> Thence continue S 84°15'50" W, 1270.23 feet; thence N 1°02'01" W, 148.46 feet; <br /> thence N 82 °38'36" E, 444.51 feet; thence S 6°37'36" E, 94.54 feet; thence <br /> N 84°15'50," E, 750.64 feet; thence along the arc of a cultde sac to the right • <br /> having a radius of 60.00 feet and a long chord bearing N 48°05'38" E, 89.24 feet; <br /> thence continuing along the arc of said cul de sac to the right having a radius <br /> of 60.00 feet and a 'long chord bearing S 42°57'56" E a distance of 78.56 feet; <br /> thence continuing along the arc of said cul de sac to the right having a. radius of <br /> 60.00 feet and a long chord bearing of S 40°10'49" W a distance of 80.69 feet to <br /> the point of beginning. <br /> Date ?.ti( l �I, , ,..0/-�� • LX l'(--Ede? <br /> Ronald <br /> E. Williamson <br /> • <br /> Registered Land Surveyor S-1264 <br /> LONG CHORD <br /> CURVE NO. RADIUS CENTRAL ANGLE <br /> BEARING DISTANCE <br /> I- 2 ; 60.00 278' 12' 40" S 42' 57' 56" E 78.56' <br /> 4- I. 96' 05' 21" N 48' 05' 38" E 89.24' <br /> 3- 4 • " 97' 36' 52" _ S 48' 45' 36" 90.30' <br /> 2 - 3 84' 30' 27" S 40' 10' 49" E_ 80.69' <br /> • <br /> Document No. Z 3 :15' c 8 <br /> Certified Survey Map No. - 7 ? <br /> G7 <br /> Volume 3 V pages //li' & V7 9( y� <br /> Sheet 1 of 3 92W-69 <br />