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...,...-!,--t-1'":-- -' <br /> rep. •4,, 4; , � %►. # r , <br /> • <br /> CERTIFIED SLIRVEY M APNO. /7 <br /> a� I. ��, L J LEE VALLEY ROAD �� �� <br /> �P _ 9 9� <br /> w <br /> LEE VALLEY m <br /> ROAD try . \ . NOTE: DRIVEWAY MUSE BE CONSTRUCTED <br /> A MINIMUM OF 100'SOUTH OF LEE VALLEY <br /> NOTES: ROAD BUT NORTH OF THE SOUTH LINE OF <br /> THE BUILDABLE AREA <br /> 1.) Bearings are referenced to the North-South N 2 <br /> 1/4 line of•Section 35, which was assumed <br /> • 'y� <br /> to bear North. <-_,(-01\ \��1111111111l// <br /> 2.) Recorded data, when different than ��� I,/,� <br /> measured, is shown in parenthesis. o \����AGO N SIJ� /� <br /> 3.) Refer to building site information contained rh m ti ............-.,. { -- <br /> in the Done County Soil Survey. Lu( '. 7 P1P' = <br /> 4.) Conditional zoning is imposed pursuant to O N. ti . \ RO-,,O��Fpp01. ' <br /> Section 10.255(3)(o)2.(b) of the Dane II�LI 0 2 ACRES ' 1 X932'3 V • <br /> County Code of Ordinances. The rezoned o BUILDABLE Z� = W G A 'I" v <br /> area shall be subject to the conditions 8 0 <br /> illustrated hereon. 2 • �. <br /> SOUTH LINE OF \ // .D• c.t i? <br /> ULOABLE AREA // l (� <br /> -- s.e 1 <br /> 589'47'13'£ 3' <br /> r r r� �y �A,rG ^-G <br /> LEGEND: "D /.fv• �'1 , 'AD <br /> ei) <br /> 1-1/4" x JO" solid round iron rod set, get, \ TYVAND <br /> weighing 4.3 pounds per lineal foot. ®® ROAD <br /> ltprill 1" iron pipe found. '- ( d��117 i'' <br /> \1-3)s6 <br /> III1 3/4" solid round iron rod found. \�r-LT <br /> • 1" iron pipe found. LOT 1 : <br /> • <br /> 590,184 S0. FT. • : 1 <br /> 0 3/4" x 24" solid round iron rod set, (13.55 ACRES) <br /> weighing 1.5 pounds per lineal foot. in I <br /> CO . •o <br /> In <br /> ®9 <br /> ' <br /> SHORT LINE TABLE <br /> COURSE BEARING DISTANCE �u <br /> DEDICATED TO <br /> L 1 N87°16'02"E 18.55' THE PUBLIC <br /> L2 S18°20'42"E 105.72' <br /> L3 S34°47'28"E 177.95' o <br /> L4 S24°44'42"E 67.78' M <br /> L5 S17°47'32"E 110.67' v ®Q, I <br /> L6 S24°18'38"W 160.18' - ' <br /> L7 S13°33'34"W 65.42' -. 4 <br /> L8 S20°13'50"W 189.89' 9v <br /> L9 S69°03'29"W 98.06' 24 • <br /> (989'13'39'W) <br /> L10 S 18°20'42"E 65.31' / <br /> L11 S34°47'28"E 177 95' a 23 <br /> L12 S24°44'42"E 67.78' 2 <br /> L13 517°47'32"E 110,67' I <br /> L14 S24°18'38"W 160.18' • / <br /> L15 S13°33'34"W 65.42' <br /> L16 S20°13'50"W 202.67' / <br /> L17 589°039"W 2 62.67' - ..3',_?, <br /> (589'13'391W ?o)s <br /> • PREPARED FOR: <br /> / David A. Jelle <br /> 9811 Lee Valley Road <br /> 200 0 200 400 / Blanchardville, WI 53516 <br /> • • • • • �;,, (608) 527-2738 <br /> • 111111 • 1111 ®9( <br /> SCALE: I " - 200` s89'03• 9•W, 8.12' : 0 <br /> FROM I.'.IRON PIPE . <0 <br /> FOUND. F '+ f v ` <br /> JOB NO 99o8o 1 . TALARCZYK & ASSOC., INC. <br /> POINTS 99080 �� \ W5105 KUBLY ROAD <br /> DRWG. 99080 �r \� L 17 LOT 3 F.O. BOX 235 <br /> CKECKED LP _ _ _ NEW GLARUS WI 53574 <br /> n '' C.S.M.C M. 55 73 PHONE 6081527-5216 <br /> D„AT'N FIY DRT SHFFT 1 ()F 9 F•Av anu/�97_ •rc7 <br />