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I 0 <br /> 0 <br /> v t 1.63 08 Ka 5 <br /> CERTIFIED SURVEY MAP <br /> F°'4k SE Aso't't P-RT <br /> OaS Q .. <br /> SF-PS 5 `01-34-29E <br /> CGV. " 8 _ 47 68.4 2" <br /> 3.....,9 --e, 24 <br /> O N86-0 8 55 E <br /> �,,A3' I I 26.92— <br /> y �N / cO 23 22 N. 'S°'98 <br /> iO N15-29-00 W <br /> w 32 LOT 1 -O LOT 2 ® < 1 6 3.0 3' <br /> 0 72,833 FT2 .D 41,216 FT2 may, :'"� <br /> o O 0 0 00 • c.r m 2622 <br /> N N 0 m08Q 0 'n 17 .--O <br /> v) j ' TRUMAN m J" `cy 54 0449E <br /> STREET <br /> c <br /> 0 w 7 0.0 8 yso) <br /> v� cc O /,, Refer to building site <br /> (p o al information contained in the <br /> ibiVnC 43i / / Dane County Soil Survey. <br /> 2.5' 1 / CSM Z.622. <br /> `.' •• vision corner <br /> a, v o <br /> u c) / no obstruction <br /> 0 .. see page 3 for note <br /> �' S .8 6-08- 5 W`� -- <br /> UV 1 74 s 2' �� I �— , <br /> 5 00-13-1 7 E 27.8 0 <br /> M <br /> �, u <br /> - 4 C T H A _ _ <br /> LAW 'N 1/4 CORNER, SEC. 18.,. T5N-R10E, TWN of RUTLAND <br /> CSM 2 316 LANDS <br /> LEGEND: CURVE RADIUS CHORD BEARING <br /> SCALE 1"=100/ 18-1 220. 55 158..00 S 20-46-05 W <br /> CO SEPTIC VENT 1-17 220..55 165.94 N 64-23-22 E <br /> • WELL 17-18 220. 55 300..67 S 1+3-1:1-02 W <br /> 0 SET 1;//x 30" ROD <br /> (4.17 lbs/ft) INTERIOR ANGLES <br /> Potid.> Cl.al FOUND 147.1 ROD 17 100-02-38 <br /> y FOUND 1--" PIPE 22 101-37-55 ;t1=i'!•,-s 03'i i <br /> • FOUND 1 " PIPE 23 272-16-36 "' -- fir• <br /> y FOUND -i,1 ROD 24 71-26-41+ A C•� w e.- S-199 <br /> ® SET 1" x 24" PIPE 32 109-53-16 <br /> . A. <br /> s30 3.6-23-24. ` y �pA�pcCci► ` j r(1.1 t lbs/ft), :, • <br /> : <br />