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r i � <br /> PROP, CURVE BRUSH-7 <br /> PI STA. = 66+01.57 of 1 B <br /> A = 9'27' 19" (RT) >E II <br /> D = 6" 51' 42" <br /> ( <br /> R = 835.00' <br /> T = 69.06' <br /> L = 137.80' <br /> E = 2.85' f ' t <br /> e = CONST. LIMITS <br /> T.R. _ • O <br /> Ln <br /> S.E. RUN = & + <br /> P.C. STA = 65+32.52 I d tf <br /> P,T. STA = 66+70.32 , , Lo <br /> jj, <br /> Q <br /> O X111 .q i N <br /> N r II _ 111 LLI <br /> Ll) t. SII a I1 Ali+ 1 " .T r". z <br /> PROP. CURVE BRUSH-5 Q ���-� •i �'"'> I = <br /> PI STA. = 57+35.92 s— ""► U <br /> A= 6$ 50' 41" (LT) Ln - - ', �► -� <br /> H <br /> D = 2'52' 04" LEJ e Q <br /> R = 1,998.00' Z <br /> T = 119.49' \ <br /> L = 238.69' J — -- ---- �- <br /> E = 3.57' (_) <br /> T.R. <br /> S.E. RUN = _____ � t \ m • ;+P L <br /> P.C. STA = 56+16.43 )'ROP. <br /> P.T. STA = 58+55.12 r i <br /> PROPOSED 8' SHARED U PA ? m <br /> PROP. CURVE BRUSH-6 ti <br /> PI STA, = 60+64.97 OCTED T r <br /> 0 = 6' 50' 41" (RT) <br /> D = 2° 17' 24" "� • .. �►+ i <br /> i <br /> R = 2.502.00' <br /> T = 149.63' I i <br /> L = 298.90' ' <br /> E = 4.47' STA. 600+00.00 T. _ <br /> e = A.,3D4+I3.7fc2IIRIIiIIIIII OR RIMP 1 <br /> T.R. <br /> f <br /> S.E. RUN = <br /> P.C. STA = 59+15.34 <br /> P.T. STA = 62+14.24 Il R CONNECT zz I y <br /> � � m <br /> V <br /> PROP. CURVE LOGON-1 <br /> 1 <br /> PI STA. = 601+02.07 t <br /> A = 34" 35' 21" (LT) ! <br /> D = 4T 44' 47" ARRY A. OEHLERT III I <br /> R = 120.00' <br /> T = 37.36' !- <br /> L = 72.44' <br /> E = 5.68' <br /> - <br /> T.R. = N A q 09 <br /> S.E. RUN = ---- TS-// ,w 'I ti ST <br /> P.C. STA. = 600+64.71 <br /> P.T. STA. = 601+37,15 q■ <br /> t ¢ <br /> NE <br /> I <br /> PROP. CURVE FARCONN-2 <br /> PI STA. = 304+40.24 } 1• ATCHL <br /> & = 73$ 29' 07" ILT) p� <br /> D = 14° 52' 55" <br /> R = 385.00' �.- <br /> T = 287.42' ' { <br /> L = 493.78' <br /> E = 95.45' <br /> e = ' <br /> T.R. <br /> S.E. RUN = <br /> P.C. STA. = 301+52.83 <br /> P.T. STA. = 306+46.61 , <br /> t <br /> FILE NAME = USER NAME =sus ERS DESIGNED - REVISED - PLAN RTE SECTION COUNTY SHOEETS TAL SHEET NO. <br /> $FILEL$ DRAWN - REVISED - STATE OF ILLINOIS BRUSH COLLEGE ROAD <br /> PLOT SCALE_$SCALE$ CHECKED I REVISED - DEPARTMENT OF TRANSPORTATION STA 52+00 TO STA 65+50 CONTRACT NO. <br /> PLOT DATE _$DATE$ DATE - REVISED - SCALE: 1- = 50' SHEET NO. OF SHEETS STA. TO STA. ILLINOIS FED.AID PROJECT <br />