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N//4 COR.
<br /> SEC. 17 T5N,RI/E.
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<br /> PART OF THE NW//4 NE//4 OF SECT/ON /7, T5N, Rll�"
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<br /> y - • TOWNSHIP OF OUNKIRK, DANE COUNTY WISCONSIN
<br /> L.,...,.„... ,, AL EX W EL Y SURVEYOR S-IS, 1963
<br /> N89°36'30'E 1167.008' O ° , 1 >
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<br /> N89 36 30 343 9 8 \ Y5 g• ap `go \ CURVE DATA
<br /> 3 - - �Q,SPEN - O�'-"'1`\ ,, 0 9\6 imat. -4-
<br /> ': C1/RVE RAD/LIS LUNG CHORD CENTRAL" N89°36' 'E 3/3.60' °® �\ �� °ao30 2d�E - , ::9- FROM TO CrCYA4VE LENGTH BEARING ANGLE
<br /> rit N89°3630E 66.Od d� O i N� ' ��°j
<br /> 41 0 Y 163.00' 50 Quo 1/0.00' 110.00' 93.60' h . ,1,'� 111.03 ,:11 / 3 200 220.97 N58°17'00HW 67°04'00# NE /'/4
<br /> I u► t 3 tf 1� 89 2 1 ,, v,',� / 2 200 /63.00 N77°2i20"w 48°4U 20"
<br /> i1 0 8 '� °fi 8 p $ �� 4°,;'�. �o� `3 � 1 e;; 2 3 lob 63.76 N43°55'20"W /8°26140H
<br /> p i /2 I 8 8 $ h of°'4� . . 02 $. Ir t��I 4 $ /34 /?S.0$ N62°34'13"W 63°38'3d' c 7
<br /> �` p $ 13 2 �' f6 " v �o 1 6 7 /34 146..05 N68°/7'CrfW 67°04'00" J�� l/
<br /> 3 j °36,���f `�° lCJ ° l9 2 20 90°°B5 ` E 4' • 6 SIP• °�, t� "
<br /> 0 1 N89 2/3° " LL 1 • 8 10 200 /86.68 N62°54 /514' 55°38 30 TSN, RI/E
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<br /> /63.00' O 2 3?00, t4 L $ 2 z I I E " "
<br /> 1 t'5 1 P� 'b'I � Nre° . k 8 9 ?00 8500 N47O0//0 W _24°32 20 ,
<br /> O 1 -N69436'30'E 525.02' h�' l� N rf�4 ° tin 9 /0 ?00 /07.24 :: :.:
<br /> 0/� O ' 'Q ` , I/ l2 /05 /Is0/' 67°04'GYf'
<br /> p o - -/s0.O0�--1 r - - /65.02'- - G L° 1)t lei �. _ 1
<br /> O '� ^� - - ,._ /5 /5 /7/ /88.93 S21°43'OO"W _67°04'00" •
<br /> r I ° " \ j ' • % I, , ` G, e, '1 t trh 13 14 /7/ 57/3 S45°38'ovrw /9°14'00" LOCATOR
<br /> * I N89 3630E �` 3 p 8 /� $ 63.'00 12'i 1� , ° " ° " SCALE /IhCN=2000 FEET
<br /> C I 163.00' o V V / M /Q' � 24 x 1 N`:°II'E ;Z /4 /5 /7/ I3b163 S/2 06 Ob W _ 47 50 00
<br /> =3 1 ° o /7 I 2 / 1::74
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<br /> 146 NNW% LEGEND
<br /> • i 20 ° ( /34A6' s;?66 �f�?° �� gt 14. �'- + 1, There are no objections o this,plat with rtspect to Seca. 236.�5, �S��N /�i /
<br /> o /60.Od " � /�. �. S S
<br /> 4. N89 36 3o E 1294.06
<br /> 2 i t7� 2O 3/' ° 236.16 236.20 anc+ 35.21 ,nd 2 Statutes.
<br /> N89°36 30'E � I o3Z 'b 2 � � , j62' "E * � � f• � � p /"X 24"STEEL PIPE L l3'r/L N. f T.
<br /> 2 / 0 ? X30 STEEL P/PE 3 65 /LN. FT.
<br /> G /63.od O o 3 I t3 t. • ° N1'8°rr0° 4.041 f Certified tQhi ./.a.. . d. of ' -ii ALEX W. " " #
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<br /> 11* /5 I Y,1• 'i / �- Walter K, J• P•nsc;, i W1S• -4 -' _ _ UT/L/TY EASEMENT(NO POLES TO BE S£T
<br /> d P 1 �O Plann' • Di Iis'on ,�� 1 -1' T ON LOT LINES OR LOT CORNERS I.
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<br /> -�o 'e 1 - �° Director,b - _igiord - 1 0°- - __• --/b�17'- vk: 6P 3' 0? / . 2'- - --1 • ---'1�538' -��' • ` DPpartm:nt of REsourc,3 ''Ion, ..nt ♦64i�p R� �� (� - BUKA4NGS.
<br /> N89°460dE N89°46E N89 46'OO"E 320.57' N89 E N89 46'00"E 345.60 " ' �4IU1Nssss ALL A11EASUREMENTS ARE TO TM'NEAREST
<br /> N89°46'00'E 996,22' ; s4 AY,i`; HC/NORETH Of A FOOT.
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<br /> ALL ANGLES ARE TO THE NEAREST /0':
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