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Benchmark: See S.N. 058-9203 318'-8"(Measured Along Front Face of Wall Pone,) Y <br /> **Light Pole o 75'-65" a <br /> "M"in Mueller on fire hydrant of Southeast corner of Q- „ (Tg Bridge Fence Rolling c p 2 e <br /> Cerro Gordo St. and Brush College Rd. - Elev. 652.58. o v a m Q-- yp.l o m -r <br /> a oN v,� F-Shape Parapet 3 <br /> Existing Structure: �°Ln m� y <br /> o ro <br /> None a Qm �° n o c o o 4S. <br /> e Superstructure <br /> o a' MoD a 058 9203Traffic to be maintained utilizing staged construction T/Exposed Panel Linev <br /> O ~W O WA o ) <br /> v ti W T/Coping(Parapet Anchor Slab) <br /> k <br /> Ln o tiw ti4 <br /> V) <br /> *** Details to be Exist. Grade <br /> determined in <br /> final design <br /> — — Finish Grade <br /> Elev. 657.00 NN ooINEMEMRemove and Replace <br /> N� 1� o viai ,� Unsuitable Material <br /> PP tri tri `^ �� �� Elev. 657.00 T/Leveling Pad <br /> Finish Grade Line <br /> otmo tDo a (Front Face of Wall) M oo No <br /> v Existing Grade Line _o o W W o W W oi� V. <br /> O O WW cj WW o ` �k tom <br /> `m <br /> a rn M v M m o cpm o mcg WEST WALL ELEVATION FRONT FACE T�Leve/incl Pod M .12 oA? <br /> o o 'c •t 9 d ,�� o � wW WW <br /> m Olom o K�C 6 Y C to W ti !n W W O <br /> n W� o W i 353'-8"(Measured Along Front Face of Wall Panel) See S.N. 058-9203 "" a �� <br /> Q- w Q. W a w ***Light Pole d e <br /> 5.00% (Typ.) c 6-, W w W W W <br /> J <br /> \ � Q <br /> 340'-0" v.C. 3 T/Coping = ABUTMENT ELEVATION FRONT FACE <br /> Ol <br /> aBicycle Railing o oN om <br /> PROFILE GRADE - BRUSH COLLEGE ROAD a' a m o° o a� tiW HIGHWAY CLASSIFICATION DESIGN SPECIFICATIONS <br /> 0 0°0 o am `r am a F.A.U. Rte. 7448 - Brush College Rood <br /> (Edge of Median) v ai o a, d W 2012 AASHTO LRFD Bridge <br /> �m y� T/Exposed Panel Line o Functional Class: Urban Minor Arterial <br /> om m am n tiW Design Specifications, 6th Edition <br /> ADT: 13,900(20101. 18.950(2035! with 2013 Interims <br /> 6 L m o m Directional Split: 50:50 <br /> ti W u) ti W Dl AD T: .4Z DESIGN STRESSES <br /> Irk <br /> Design Speed: 40 m.p.h. FIELD UNIPosted Speed: m.p.h. f,= 3,500 psi <br /> Two-Way Traffic fY = 60.000 psi(reinforcement) <br /> Notes: F-- PRECAST UNITS <br /> Wall location stations and offsets ore referenced — — =— f, = 4.500 psi(Precast Panels) <br /> to the front face of wall panels. <br /> All buildings shown are residences labeled "R" <br /> and are to be removed. 16c3ia o <br /> mm m� Elev. 657.00 <br /> mm oto o Existing Grade Line-J u) <br /> m Theoretical �� ai� <br /> Q) WW o ww T/Leveling Pad mm mm <br /> o Finish Grade Line <br /> (Front Face of Wall) <br /> EAST WALL ELEVATION FRONT FACE o 4j Lu Ww PROP. CURVE BRUSH 4 <br /> 6 at cz •k \\ `O \l <br /> to W i � WW Kink Pt./ 0 0o v oo BRUSH COLLEGE RD. <br /> End Wal/ P.T. Sto. 4032.14 ° ;h Sta. 40-78.15 ;h PI STA. = 38+76.53 <br /> Sfo. 3750.00 Temp. MSE Wall 29.25'Lt. Is 29.25'Lt. c <br /> _ n w i in 1u� , = 7° 03' 07" (LT) <br /> 33.78'Ll. (Sloe I Const.) <br /> �' IG Prap' R. - _ 20° Proposed Structure No. 058-9203 R = 2,500.00' R3E 3RD P.M. <br /> _ - YR Exist. R.O.W. N <br /> o - T = 154.05' t <br /> o L = 307.70' Ja <br /> B-6.24 CCC&Cj -y' E _ 4.74' <br /> • ., .. �� $ _ <br /> w— —� w — tz" o S.E. RUN = N/A <br /> 6 5 <br /> �w 2" 77fblecanr 12" _ _—m ,p c' P.C. STA. = 37+22.49 S.N. 056-9203- <br /> 4 S. 0 R COC T _ J t\ o <br /> c __ P.T. STA. = 40+30.19 m <br /> AN. Q �p - N FAR 5 PA KWAY <br /> Existing Pavement c <br /> (To Be Removed) Exist. R.O.W. ; Limits of Reinforced <br /> B-6.24 CCC&G ^ Soil Moss $�� m g <br /> 7CRR Track Wall '-' •--• <br /> Sir.No.058.w005 <br /> ••S N Proposed <br /> Norin won 3 -/• L ��� r -I '� �' Structure <br /> Slr...o5e-wool I�•- R �' o Prop. Brush Co/lege Rood ILL IA sr. <br /> ---ICN—SRR Bodge 1 ; i T 7 T T T 1}T <br /> 5/r.No.058-9203 <br /> LOCATION SKETCH <br /> Connector Ramp Woll c l ',� I R I R R FIVE <br /> SoulA Wall St'.No.058-WO06 1 .� N h'.. 1 N 12" N,, I 12 N gyp• ; 2''�± � D_� w'��24'- <br /> Slr.No.058-WOOI a L� Y• -2" 2" G 2"�-T—� 2"�—�C• <br /> � U - <br /> _ I_ N <br /> GENERAL PLAN <br /> z KEY PLAN Prop. R.0.W. <br /> _ <br /> Begin wall— j tv - Bk. S. Abut. _ I FAU 7448 ACON CORUSH �NTY LLEGE ROAD) <br /> Sto. 37-50.00 0 o <br /> 49.76'RJ. Sta. 4081.73 _ o <br /> Kink Pt./ - ¢ Brg. S. Abut. I = j STA. 37+50.00 RT TO STA. 37+50.00 LT. <br /> 1 Boned Utilities P.T. Sta. 40.06.74 Sto. 4103.99 1 1 STRUCTURE NO. 058-W001 <br /> Proposed Connector Rood 45.15'Rt. PLAN Sto. 4085.03 41.75'Rt. <br /> uSER NAME DESIGNED - DCS REVISED _RT . SECTION COUNTY 5 EFTS TOTt-FS—HEET <br /> CHECKED - KWB REVISED STATE OF ILLINOIS <br /> 7448 09-00933-00-SR MACON <br /> PLOT SCALE DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. <br /> PLOT DATE CHECKED - KWB REVISED SHEET NO. [ OF 2 SHEETS ILLINOIS LED.AID PROJECT <br />