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<br />U QQ ri>O 3- 1C.R. ®OC■ N O ■
<br />C4. N S 3 S`�g�
<br />O a,, �'°2_-T Mafch line(see Shee4 2) vy
<br />o �� o6g2.63 °om °MACMILLAN ADDITION .ivv0•. ..._ 295.00 -... _ 3 \ N
<br />W6 F8 4
<br />59.03' :_ // 11 I v .� i'✓ i i i i i t i._ i i._ • i i' i-
<br />lu o L= '74.2-4
<br />Z N \ C = 6-1.61 I � (4-
<br /><Ui
<br />` i9 I i G 1 A= 8S° 04' 24" I
<br />c ; e6o ...........i-..... L = 163.91 A I - - o „ 1'\ r• , -:-, K
<br />o, tee, �fi I DO 'o/ I. •% :.� ¢ l'°O - rql c = 99.06 53'44011
<br />i..) i 11./ i '0
<br />d� Pia ` � ® / \9• ® p{\N`Q/o 1z=60.00 I I p
<br />d�X.j \ 0o Og : `) .900 j /'/ °o.:' a \6 C. 9rr�. = N5<0° 210,7'"W = I O ty► 4- - I
<br />�< •\• 4, in/ / . %\ < �? sr �I o I NE corner of ><�re W 1/2 0� ��re NW I/4 0�' t�e SW 114 a�
<br />"� �� .tx {�, rlM v S '�S \�' of °� Sec. 2 , being aster a►ned aPf er }akin -Prom 4e
<br />NW. tor. of -Ike NE. 114- : • �a ;` / , o� �� Po, / ....� Poi Si° \ •o° \ 0 N I 111/2 according fo fhe govi. survey +6e reo-P Ibe
<br />of +he SE. 114 o / a�� ,A�w 0� = j , W ��o�oA °���,\ `•. yo C'����\ N- I 1-►ighway i33 Pee}) upon �-he eas}erly side.
<br />1 o /� 0) °' '� of ( _w ss, 99� � 23e �a r.3
<br />I S. line of eke sw.1j4 o•I: 4ke
<br />\ \ \ � ./ ' '• Q� , \ .9 �,- I NW. tI4 of Sec.2
<br />S.Ilne o�%he S>✓.1(4 o{i�te NE.tJ4 o�Sec.3 \ / ��e SE I/4 I ° °
<br />\ \ S E cor. o V I! .1\ \ c� 9C� \\SO
<br />\A\ _ / of The NE I/4 of Sec. 3 -;�rl I � e�
<br />- - S S ----- _662.4
<br />\� \ 120.00 .... / NE cor. of i Ae NE 1/¢ 4o8.q�-... \ O _
<br />_ J
<br />/ 0 li O\ - - 23a.00-
<br />x'y 42 _ N. I ne of �Ete NE f/� o ��ie N �3°14' l8 "W� ' / of 4e SF 1/4 0�' sec. -3 3 0l I o,\\':\+�\'
<br />„W �00 \ � �* SE I/4 of Sec. S 6700 \ - crvl �1 4.
<br />42 ` - - - d fhe N 11 ��\ w \ ° 11
<br />N32 33 ..... e = P W. 114 Cor. o Sec. 2 on _ 1 �, s \ N8 ° K.line o' Ike NW. 114 o•�}(�e 33
<br />G. 1/4 cor. of Sec.3 T.II7N N $, 8 5W 1i4of Sec.2
<br />Tune 4 J990 - ....... , , o o\ \ ` \ 4z„�
<br />e. 2,3, Henn.Co.Casi' Iron Mond
<br />sglo°19'0/0"UJJ _N,1go? G,
<br />B/ 2 �N120,43i5o°23.0. �2, 8 r'3o r'r �W .,.•.•'' / \ ���lII' yl+ � Q�
<br />/ 2.6 5 'E -�
<br />\1
<br />050o ��
<br />0 v
<br />c5o
<br />53 •0 0 NvV 0
<br />6P N
<br />NOo3542.E +LU3„ 20.00 9;>- 0.6, AYM9Sg E s .\
<br />aO �9
<br />o g \. t
<br />00r9OoRO068®\ -+)-k-- ®
<br />oJater ievatron h O
<br />_ p
<br />1�360
<br />�
<br />N r
<br />DD 0 >= 61
<br />�1
<br />96J.10 -feel- on \ '' .� h' Line arntlel +o eke, S. Iine of 4he `- o -"- *\
<br />,( N14'33'4.4 "E - ` - ..A'/s Tune 4 1990 \ P 581 3'J 53 W \\ / Na g cyo � I CR N Q 33+
<br />®` 8-3.9 2 �_' t - NE.114 of the sE.1J4 ofSec.3
<br />Survey, line - yJ �_`' ✓ A oin7L in Ae iake - 2 6\\0 26.o8,C� ' C - Q- z 0 0
<br />1`148 2 4 15 "E ......... W _... 45 /. 58 ... _ _ \ \ \2a Cl O L` v + o to -+-
<br /><05.�n \ -... 375.'T<0 - - 1 4 \ \ �_� i "Y1� r o L•0 3 0` -O v
<br />V a he Nhl cor. of « 4rac' � � ° _ ° 5, �� °
<br />It
<br />'N. A N891}257 E I :' 1 N 5`�00�5 o �� 0-- 0+4'
<br />conve ed o Ca r 1l oil 1 C\3
<br />3.+- �c� a
<br />g
<br />G5.339r4-cE 0 �--- t �� �O ��acM1��an by C.R. Doc. Il/o. `°00 - Nor• % Jine of a +rocc•� -+- d r v \ ^ _ Q- I N p ?� L
<br />33092 �.. p conveyed Fo Carc3ill MacM�i�arl ti- ► 3 n Zo 7 3 u t � In
<br />�• .>!8+ �' ,. - N17°35` �+- o N !` T cP o 03 'n C5 l F N v N
<br />i3 v 3 y� O o O -1-
<br />N? -/0 N\ _... 307p 0 3 U s `0 v R N \ �O ®�+- N
<br />3 v o� .+ o o
<br />Line parollel WA i%e S. line �O w_. � ,�:� i .190-°p_N � l� al � o5 -w -{-- 'J 3 0 E_
<br />N8 ° 20 „ - r is N v ® two -off o ° C?
<br />C� i fi O ry
<br />rof-+he N12- 114 o4 -}he Se. 114 N3'12`35'(�1 ' o -_ _ - -+a� _�- o
<br />I -1 I W e sf line of a f'raof cv �' J 3 1-v - -1. �' y al 3 - - 0 -0 c � s" ® � � n o n _ � o, � 1- � �
<br />7�. Iq I r °0 / r �� N = 0 S_ r -4�'V- p 01 0 S �-+- 4. CN O -+- o
<br />conve ed fo Car ill MacMillan M\.: 1 a� ty _ S-.� \ ✓a D Cu 0 L+- N 3
<br />9 , SGrve o p w LL -►--+' ' C� N -�-� / o d c'v 0 + v 0 N 0,
<br />-874.90-... - y /ane �p�` \ v._ c�g� a CLO C1 O' � w N
<br />1 N8942'57"E% k/ `\ / 3 yy� oh�\�9 L++ C7(P0 3 z
<br />''8S SISI. Cor. o��e NE. f 4 0{ SE.11-+0r
<br />Sec .3 1 -
<br />�(P. K. nai I
<br />Drainage and utility easements are shown thus:
<br />---- ---7
<br />-1--
<br />1 �' 1
<br />0
<br />/ 'S
<br />Being 5 feet in width, unless otherwise indicated, and adjoining
<br />lot lines, and 10 feet in width, and adjoining street lines, as
<br />shown on the plat.
<br />100 0 100 200
<br />SCALE IN FEET
<br />o - Denotes iron monument.
<br />Bearings shown are based on the east line of the Northeast Quarter
<br />of Section 3 having an assumed bearing of NORTH.
<br />BENCHMARK:
<br />Spike in the north face of a 6 -inch maple tree near the southeast
<br />corner of Outlot C, as shown. Elevation = 95745 feet (NGVD - 1929)
<br />r• I1 z
<br />\\ 0.59. '} poin� in +ke cenferline L ° u�
<br />of an eotJe-rly anti wes+er�Y �s n c N
<br />riva%e road `_� - v
<br />a ; � ---- �>, .'•-�'.,,• .•... N32.'• s e3° p �u a
<br />-r- N $8 55 44 W -:7 S8 23 ?o �1 8 S8 3.6 3�, 1- C.
<br />CD 0
<br />0 ° s83 op s� 8 0 2 zs, �, 3` LL J
<br />° 92.00.. J-/•... ,s a m t ...� I � �9�F 3�9F � •'J p~ vh��r
<br />N 13 28 5 7"E-� �••F,_ 1°41' is
<br />LU c/l t N S /'
<br />g
<br />Z +
<br />!� a '0Cr z o
<br />C17 W o N �� 4�
<br />00
<br />/ Qli" eel
<br />: N N v N I�
<br />H 1104 57' r: \ 1 I C 'd z I v Z
<br />!._ 4°6V N s N l
<br />CL) 0s o� 61,
<br />LD
<br />M C4-
<br />L1�
<br />100.00<
<br />... N ® t )
<br />�► I ► X0,29 pn 0 2
<br />1 1..-
<br />3° So' -14.00�
<br />5,86 0� .o NA, 0
<br />( N8l°4'x7"E �_ .....o��\•�+ c3!) o (9
<br />I / `'•. '. --� ...-160.0 1 3 4 N �
<br />/00.00 I-I•-••�s \ �'''• - S85' o, O o�
<br />N2059 57"E<
<br />I1•I.1alSlorel,ne
<br />N1-4--11°45'
<br />,
<br />Od
<br />o
<br />dolso. n 3
<br />N
<br />Gvnqqe an�tr�lNS°45'c3 osemen4
<br />N2 0Go. °p N I i i� -o - a ® 20 0
<br />r � �W / o 0
<br />y y/ / / S1/.cor. Of the land conve ed
<br />• ` ,h ro{ Fox Sfreef /
<br />/ Ja er e ev« ,on 931.45 in Book logs of Deedse 59 0
<br />A/ ►0 .13: fee' on Tune 210 990 r+O
<br />9 23So�s\ 61M05eS C. Jones (No!
<br />135830$) (j
<br />- '589 42 57 W _, -246.99- ,.ty>j8 55 44 W 33 (0(n
<br />•• _ ••• 393.53 -
<br />°2, - M,
<br />-4S
<br />40.27 rr> FOX STREET
<br />• M r .,ti• ...-429.50-.. ._ •�,;• r, -r -••- 303.93-... M. ...-339.50_... _'�'v •�,• - '..._'... ro �
<br />.�
<br />$ 88°5544"E� 659.94 - _
<br />linfifihtJ.1/4 oCih N. line of- }�,e SvI.,J4 ofIke SIS. 114 of -Sec. 2
<br />e oF4Ae Ne.1I4 ofe SE.1/4 S. If n of-fe N
<br />ff �+ of Sec. 3 T. I I7 N 2 23bP/ SW.1/4 of Sec. 2 e s
<br />Cen7e-rine o' , > o
<br />+ownsb iproad'' f ->`>/ie NF 1/4o-0� e/ \SLf. cor. of NIS(. %4 o;<��te
<br />SSCHOELL & MADSON, INC.86. Cor. o SW 1 f4 o{ -Sec. 2
<br />561/4 of Sec. 3
<br />ENGINEERS • SURVEYORS 9 PLANNERS
<br />�.jf / SHEET 3 OF 3 SHEETS �G /
<br />
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