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72'-8"(Measured Along Front _ <br /> Benchmark: South Wall o Face of Wall Panel _ <br /> S.N. 058-WO03 Forces Porkw Bridge 3 <br /> "M"In Mueller on fire hydrant at Southeast corner of S.N. 058-92 ay ge c ° <br /> { Cerro Gordo St. and Brush College Rd. Elev. 652.58. <br /> A >•Z a�`:m <br /> Existing Structure: North m+ a'8 '6 <br /> o-°c <br /> None Wall <br /> K YPN S.N. 05go <br /> See N. 058-9202 For Continuation � Bicycle Roiling cUj m 6403'-4"(Measured Along Front Face of Wall Ponel) See S.N. 058-WO02 Ln I'w gi `gZaa�tei <br /> to <br /> n 93'-101516" <br /> c ^ ' Top of Coping y <br /> J J J <br /> a ro Bridge Superstructure <br /> S.N. 058-9202 <br /> a�� am,� Bridge Fence Railing n Q. •••Light Pole <br /> v N mtn m m� p m (Typ) J <br /> N e Qg Ln QW Top of Parapet umi nb c <br /> ll <br /> Top of Coping � IV o o a <br /> Top of Exposed <br /> al WId <br /> Panel Line <br /> Top of Exposed h �e jGrode <br /> inish �3 <br /> to x Theoretical Top of <br /> Panel Line ti W> Leveling Pod — — — — — - <br /> — — — — — Existing Grade Theoretical Top of <br /> Leveling Pad <br /> $� vv Existing Grade a <br /> Finish Grade <br /> bb bb <br /> N �m m� <br /> PROP. CURVE BRUSH-6 —— — — — <br /> BRUSH COLLEGE RD. v W W LULU <br /> Existing Grade PI STA. = 60+64.97 Ln o� e 66E/ev. 666.5 <br /> Line e = 6. 50' 41" (RT) ? a NN $$ <br /> D = 2' 17' 24" to wIi 6iwI'ci <br /> z:z: Remove and Replace 1.0 to <br /> Db Unsuitable Material <br /> - - - - --- - - - -- - - - - - -- - - - R = 2,502.00' » v mm <br /> Elev. 666.5 11189NIZEMN ————— —— _ T = 149.63' EAST WALL ELEVATION FRONT FACE ww ww <br /> N <br /> — —— L = 298.90' �: c�L� <br /> o <br /> $$ $� $o — — —— — — �� E = 4.47' $ oo <br /> e� ;o to Theoretical Top of �e M ••• ee S.E. RUN = �e n WLi <br /> Leveling Pod Details to be ---- in w W <br /> > Finish Grade Line r: determined In >i P.C. STA. = 59+15.34 <br /> O m ro "T m� LV m (Front Face of W010 N m ELEVATION ABUTA/ENT <br /> 'i W W rn M final design o <br /> N Ww W W i W W P.T. STA. = 62+14.24 FRONT FACE <br /> to bCOb DO <br /> Ln .0 Ln .� $ <br /> ,h. y.y <br /> in WW in kii Ln Wil Sta. 60.26.44 Di w� @ Fories Parkway Ln CS <br /> PROP. CURVE BRUSH-5 <br /> 36.53'L1. Brush College Sto. 61.27.39 = d o <br /> 1D <br /> BRUSH COLLEGE RD. WEST WALL ELEVATION FRONT FACE Kink Pt. Forces Parkway Sta. 21036.00 bt^n ami <br /> ¢ Pier No. 1 n o <br /> PI STA. = 57+35.92 <br /> Star. 60.21.24 0i ti <br /> A = 6° 50' 41" (LT) Kink <br /> .9 Pt. Lt. �� �' <br /> D = 2" 52' 04" MSE Wall S.N. 058 w002 USE Wall S.N. 058-W003 Kink �tO �W <br /> Sto. 59.95.86 <br /> Q-w -3.O0% <br /> R = 1,998.00' 40.93'Lt. L <br /> T = 119.49' Existing Sheet Pile n r I I II <br /> L = 238.69' Retaining Wall - To 0 $ Kink Pt./ / I I 'I Proposed <br /> Be Partlally Removed a P.T. Sto. 58-4L32 _ °• S.Np058 9202 PROFILE BRUSH COLLEGE ROAD <br /> E = 3.5T (See Typical Roadway __._._._._._ •-' <br /> S.E. RUN = N/A Section) Kink Pt./ SB.23'Lt. --' / ( HIGHWAY CLASSIFICATION R3£ 3RD P.M. <br /> P.C. Sto. 56+/9.02 -----------_._ <br /> P.C. STA. = 56+16.43 6 62.78'Lt. c _ / / 1 I i eEll F.A.U. Rte. 7448 - Brush Co/lege Road <br /> Existing a Guardrail to End Wall * . < I �f c <br /> P.T. STA. = 58+55.12 (To Be Removed) � -< I SAI+• I � 4 � <br /> .I Functional Class.. Urban Minor Arterial <br /> ICRR <br /> ®O _ __ ADT: 13,900(2010). 18.950(2035) <br /> L- m Directional Split: 50:50 �A <br /> Prop. R.O.W. 8-14 tz" __ _ — I 6 5 <br /> DHVDesign Speed.(2035) Proposed <br /> 1 Structure <br /> q„ 'Y <br /> o Posted Speed: 35 m.p.h. <br /> o Two-Way Traffic N FAR 5 PA AWAY ti <br /> Exist. R.O.W. �a— — — — — — — — — — a r_TL r -fr N ` S N. 0 8-9 I <br /> TO BE RELOCATED -- - Y -- IpWI <br /> —N DESIGN SPECIFICATIONS <br /> to 3 <br /> �SAN. BA��� --;L — 2012 AASF/TO LRFD Bridge Design 7 8 <br /> TO BE RELOCATED <br /> 55+pp ,p OCATED� _ — S— — — I I Specifications, <br /> 2013 Interims <br /> itlon R <br /> Exist. R.O.W. L—tr I ~. — <br /> o — ,,.y �o DESIGN STRESSES WILL, Sir. <br /> @ Brush College Rood \� ___ _ c - _ c I l� • mom. FIELD UNITS LOCATION SKETCH <br /> fc= 3,500 psi <br /> Limits of Reinforced l \ 11 c'o; fY 60,000 psi(reinforcement) <br /> @ Sta. 30000.00 Prop. Connector Romp = \ <br /> Sto. 55.53.42 Brush Co/lege RSoil Mass t I I S. Abut. PRECAST UNITS <br /> @ d. I <br /> —T—T-7 T T T T T T T T T 7 Sto. 60.18.60 7 7' I , l 7I� - I <br /> f�= 4,500 psi(Precast Panels) GENERAL PLAN <br /> \ �C ) I I f Brg. S. Abut. ` P - ; FAU 7448 (BRUSH COLLEGE ROADI <br /> -:■ 24 ■-2r• ■ 24 ■ 2 �^ 21M=- - -�2�+ ■� <br /> Kink Pt.�: Sto. 60.20.39 ■ <br /> OVER FARIES PARKWAY <br /> � <br /> (r ■ �n--•��Iz� I�„• � I • F I i�,TI�r,��,C�12y..�„■ I �■ I•• <br /> Star. 60-14.16 MACON COUNTY <br /> Z \ Sto. 59.46.42 57.50'Rt.Relocated Utilities STA. 59+40.92 RT TO STA 56+19.02 LT. <br /> @ Connector Romp \ JAN gi8'Wol Sto. 'Rt. 12 L STRUCTURE NO. 058-W003 <br /> 57.50'Rt. <br /> USER NAME DESIGNED - DCS I REVISED F.A.U. SECTION COUNTY SHEETS SHEET <br /> CHECKED - KWB REVISED STATE OF ILUNOIS 7448 09-00933-00-BR MACON <br /> PLOT SCALE• DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION I CONTRACT NO. <br /> PLOT DATE CHECKED - KWB REVISED <br /> SHEET N0. 1 OF 2 SHEETS III FED.AID PROJECT <br />