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FORM NC�O.985-A <br /> CIVidler <br /> Stock No. 26273 <br /> 00 `0342 <br /> DANE COUNTY CERTIFIED SURVEY MAP NO. 1/8 7g <br /> LOCATED /N THE SE 1/4—NW 1/4 & THE NE l/4—SW 1/4, SECTION 8, TOWN 8 NORTH, <br /> RANGE 7 EAST, TOWN OF BERRY, DANE COUNTY, WISCONSIN. <br /> Curve Radius Arc Central angle Chord bearing Length Tangent bearing Tangent bearing <br /> 1-2 /9/0.08' 19214' 05.45'50" N 69'35'0/"E 192.06' N 66'42'06".E S 72'27'56" W <br /> 3-4 1860.08' 7.25' 00'/3'24" N 72'34'38"E 7.25' N 72'27'56" E S 72'41'20" W <br /> 5-6 1860.08' 208.63' 06'25'34" N 69'/5'09"E 208.52' N 66'02'22" E S 72'27'56" W <br /> Refer to building site Information contained In the Dane County Soil Survey <br /> North line of NW 1/4 <br /> N 89'!/'4\6"E 2640.65' <br /> 1320.33' ��1320.32' <br /> Northwest corner LEGEND AND NOTES North 1/4 corner <br /> Section 8, TBN, R7E o o Fd. l" iron pipe <br /> Section 8, TBN, RTE o <br /> Fd. I" rebar °A 0 Set p.k. nail in pavement Fd. I" Iron pipe o <br /> o Set 3/4"x24" solid iron rebar, .A <br /> weighing 1.50 lbs./lin. ft. N <br /> o I 1 Recorded as <br /> S 33' 00' / o <br /> ci <br /> 50. <br /> Ws 32'0 " E% o 03 <br /> ol �� v I - S .H' 9 4g239. c:" Q.a N LOT 1 <br /> Wpm i 672.35 . C.S.M. NO. <br /> to O N 1 21 6.. E s N 2.21,56' E o 2370 <br /> �o, ° 09 96, ° E 04 69.79' m <br /> �6' IB9 <br /> I- U o N 72'27 56 Cl) �, <br /> w a, D Z S.3.. <br /> ww ed to the Public o -.2 LOT l <br /> dicot o N <br /> a m <br /> 0 e °= 3 "n 13.843 AC. (603,010 sq. ft.) -' w <br /> y Q O 33 r � co <br /> % ` <br /> o SE l/4-NW 1/4 6!6 66' wide private access easement e <br /> A <br /> 0• `�° . A AO'''. CO <br /> CO m o <br /> a y o 5�p�'� W AA <br /> 2 a 5655 <br /> 4 <br /> co <br /> 33y.8 <br /> l. <br /> ce so <br /> .o °, A ov) � w oa . 55 t 1'a9 <br /> t 2 . s NOMMIIiiill111111111111..11 <br /> SCALE I"=200' <br /> a , <br /> m <br /> �q r4, 0 100 200 400 <br /> N ,,�9 /-$ S 26'19 59" W <br /> N h°' 260.04' OWNER: Donald W. & Patricia A. Kerl <br /> 6�� 9/55 STH '19' <br /> r 4'"39• / Mazomanie, WI 53560 <br /> West 1/4 corner w 0 i; 4 ° <br /> Section 8, TBN, R7E to 6�yeti hb <br /> Fd. 2" Iron pipe +4)�'h Do ,�y S 36'00'56" W <br /> Il g6 p1' 223.71' South line of NW 1/4 <br /> 89 23'/6"F`1318.34' N 89'2376"E /3/8.34' <br /> e <br /> —2636.68'— <br /> r " 4 .-' '`� 6v Center 1/4 corner <br /> West line of NE l/4-SW l/4 63 NE l/4-.SW l/4 °a.a:,i- +w.. , <br /> g3• -- -- -- - tti -i-: • Section 8, TON, R7E <br /> S 53'5/26" W e �l .5,4%-)N c 'A, Fd. /" iron pipe <br /> z <br /> '/!" W-125.37' /33.63' N <br /> N 00'03 <br /> .:-. .. -COI ) <br /> '' <br /> . A,.;k:,,,, .yM� South 1/4 corner <br /> •A '~;�c- Section 8, TBN, RTE <br /> page l of 3. -7/3i/o(' Fd. I"iron pipe <br /> — 11 — y . <br />