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STH138-OREGON-STOUGHTONRD_T0250(1)_4_3
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STH138-OREGON-STOUGHTONRD_T0250(1)_4_3
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PROJECT I.D. 5567- 1-21 <br />I <br />I <br />/ N I <br />A, <br />I , , <br />P L. <br />P L 12 <br />j <br />zo <br />P I. = <br />43+00 <br />ANC) <br />Arv.D <br />NEAREST <br />_ <br />I. = <br />177°-44'-15" <br />FIIGf!VVAY <br />sF noN <br />:,_l A f L <br />F .��,�_,��� <br />D'VI`�IOfJ <br />f�'�UME)'EF? s F IEETS <br />O <br />8/27/68 <br />V I L L A G E OF OREGON <br />F-� <br />T = <br />113.14' <br />13.2 <br />250.0 <br />O.L. 80 HALLIE H. KNOX _, <br />L. = <br />226.25' <br />OI <br />= - - <br />N.C. <br />E. = <br />1.12' <br />ca <br />w <br />C r)NS r FP (),J <br />E C 1- l0 <br />o. L e7 <br />tkR. <br />= <br />5729.58o <br />O <br />556 <br />7-/- <br />I <br />3 <br />F- <br />1�_,6 <br />SCALE <br />0 200 400 <br />F E F r DATE D JAN 17, 1963 <br />\ w <br />a <br />' <br />O <br />; <br />O <br />z <br />O. L. 84 <br />Y = I <br />NE- SE <br />_j <br />Q <br />J <br />+I O <br />Q <br />M N <br />0 L. <br />$E <br />1I <br />NQ' <br />NW - SE N� =+ <br />��d i <br />WALTER PETERSON <br />SUBDIVISION, INC. <br />U) <br />-i <br />0. L. 85 . 2 z <br />NORMAN E.,• J U <br />Q� Ji <br />+ + a, <br />00 <br />�- <br />�. <br />- <br />li - <br />P I. = 30+15.83 ,'/'°< cHAMPIOW" a 1 o 00 <br />� � ; 1, o <br />I, = 145°- 39 -23 "' <br />Q <br />GEORGE CROSS + + <br />i �„HILBERT BUILDERS_ I Z <br />0 = 340-20'-37” \` Q ��,� ( INCORPORATED 76 (77� ~ d� <br />D. = 6° -00' s' O w o <br />x �` (DI <br />T = 295.09's �� 6 + 250' <br />t~ H <br />ly <br />L. = 572.39' �I 4 v, �-- <br />N� P CABINS C2)TOWN OF GREG oto (ECH.CH. <br />E. = 44.55 a ; / L. P L IJ T <br />R. = 954.93' �X� ��, 71? - M o�- H -��� 0 G(I ni <br />00 <br />D <br />0 L 97 .�' P - _ fa 1lLl <br />CHARLES 7; — -\ <br />_ 5 S 86°-45 - <br />_ 4 ,, o ---_ _ _: _ <br />E 0 <br />PL <br />E. FRIDAY ;,M% _-_'�`_ `�jL4r <br />rT <br />5 \ ar�N y `F j� - \ �`\ ; `,, rx(`�h �Z_T E� 165 6 <br />L 98 I '�-- - - PIL , F E. MADSEN 7 �c/� <br />SIDNEY DENTO'kI I ' <br />ET AL <br />i <br />4(78 B° <br />P I. I "N "+ 14.7 3 <br />' -14 <br />BEGIN_ RELOCATION ORDER SECTION I 0 L.96 1. 1280-32'-25" <br />PROJECT T 0250 (1) STA. 26+50 = / Lo D. 510- 27 -35 <br />��125' <br />STA. 594+72.0 PROJECT S.P 1880 <br />% o R. <br />of ' <br />t� <br />R MAXWELL GEFKE <br />i <br />zl <br />0 <br />f�7 <br />v <br />0 <br />COUNTY <br />"C)U I c- <br />�L nn <br />vs F, k, <br />THE TRUE BEARINGS <br />ANC) <br />Arv.D <br />NEAREST <br />MINUTE <br />N <br />6/11/64 <br />FIIGf!VVAY <br />sF noN <br />:,_l A f L <br />F .��,�_,��� <br />D'VI`�IOfJ <br />f�'�UME)'EF? s F IEETS <br />O <br />8/27/68 <br />PLAT OF RIGHT OF WAY REQUIRED <br />U- <br />I2 /10/68 <br />13.2 <br />250.0 <br />23.1 <br />12/15/69 <br />4.3 <br />11/13/70 <br />N.C. <br />SNI` <br />7/6/71 <br />C r)NS r FP (),J <br />E C 1- l0 <br />7 - % - <br />7-7 <br />- <br />4,9 <br />O <br />556 <br />7-/- <br />74 <br />F- <br />1�_,6 <br />TOWN OF RUTLAND <br />SW— SW ai FENTON N. ABRAMS, VENDOR z <br />B & B FARMS CO. , VENDEE 0 <br />Q <br />END SECTION_I PROJECTI_T 0250(1) o <br />STA. 42+04 = STA. 42+0 w <br />PROJECT T 014-2(28; <br />cv POT. 54+ 28.22 = <br />11 <br />HH"+97.33 <br />- r- co <br />+ z _ PT_ 54+92.346_.= <br />Q 54+91.84 AH. <br />1_Ll�_11 <br />0 1 l l l t I l l _l_t L1-1111 11.1.11 <br />U t l l l l l l 57+28.22 _ <br />cv_60 <br />N 8805 .E <br />S 89-- 0 I ' E --- - -11-— <br />r--- — - — r 1-- - C>--- --- <br />� ''� � lTlll�l I1TT11 i-IT(l1T <br />ro <br />ci <br />fel ti� � 78 <br />°- O L 92 <br />/ <br />X66 \�, NW -NW <br />SW - SE SE - SE <br />0 L.91 \ <br />66 BY _ C <br />R MAXWELL GEF KE ET Al _ <br />/ STATUTE_S i <br />SFE D` I 1� Z-) 4. rrll <br />V <br />R. MAXWELL_ GE FKE <br />I <br />O.L 95 <br />I <br />I i <br />VILLAGE\\\LIMIT OF\\ OR EGO <br />TOWN OF OREGON <br />NOTE: <br />RIGHT OF WAY BETWEEN STA. 42+04-STA.54+75 <br />TO BE ACQUIRED UNDER PROJECT T 014-2 (28) <br />PROJECT T 0250 (1) TANGENT BEARING N 880 - 05' E _ <br />TANGENT BEARING N 870 - 59' E , PROJECT T 014-2(28) <br />BEARINGS <br />SHOWN ON THIS <br />PLAT ARE <br />THE TRUE BEARINGS <br />OF EACH <br />TANGENT TO THE <br />NEAREST <br />MINUTE <br />LEGEND <br />IIIIIIIIIII <br />DENOTES NO ACCESS <br />L- - <br />� BEGIN SECTION 2 <br />PROJECT T 0250 (I ) <br />STA. 54 +77= STA .54+75 <br />PROJECT T 014-2(28) <br />ioo <br />FENTON N. ABRAMS, VENDOR <br />+ B 6 B FARMS CO., VENDEE <br />J � <br />P I. = 53+42.02 <br />� I. = 176°-59'-34" <br />D. = 30-00_26" <br />�) _z D. = I'-00 <br />z = T = 150.40 <br />L. = 300.72' <br />E. = 1.97' <br />R. = 5729.58' <br />PC. 114"HH'4-�2_58 <br />\\ H QS <br />�S os <br />D <br />B <br />S <br />�o S <br />-� (b ,c <br />.? O <br />NOTE' <br />PROJECT T02500) TANGENT BEARING N880- 05 E <br />TANGENT BEARING N 870-59 E PROJECT T 0I4-2(28 a = <br />FENTON N. ABRAMS, VENDOR <br />B a B FARMS CO., VENDEE <br />Z)REVISION <br />STAT' OF WISCONSIN <br />01 <br />(DI <br />DATE <br />DEPARTMENT OF 7RANSPORTATION <br />6/11/64 <br />DIVISION OF HIGHWAYS <br />9/ 2 /62 <br />O <br />8/27/68 <br />PLAT OF RIGHT OF WAY REQUIRED <br />U- <br />I2 /10/68 <br />0 <br />12/15/69 <br />PROJECT T 0250(l) <br />11/13/70 <br />N.C. <br />z <br />7/6/71 <br />3 <br />4/16/79 <br />O <br />F- <br />SCALE <br />0 200 400 <br />F E F r DATE D JAN 17, 1963 <br />
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