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Benchmark: `"� v 3 <br /> ui Z ip O l6 h Oj�-. ul b R N ipj lD P M N •. O Q O Dpi <br /> "M"in Mueller on fire hydrant of Southeast corner of ko V v D wi N -4 "T .o c3 0 ° N ° N v N HIGHWAY CLASSIFICATION DESIGN SPECIFICATIONS <br /> Cerro Gordo St. and Brush College Rd. - Elev. 652.58. `n Ln Ln o o N- N� "i v !n F.A.U. Rte. 7448 Brush College Rood <br /> D a m In D ,D o D ,D a 'D o In o,o o to o ,o o co o Lo 9 2012 AASHTO LRFD Bridge Design Specifications, <br /> c <br /> Traffic to be maintained on Brush College Rood during construction utilizing ' ' ' 2 o o ' o o <br /> Functional Class: Urban Minor Arterial <br /> L'ALIJ61h Edition with 2013 Interims; , ADT: 13,900(2010), /8,950(2035)6, u Directional Split: 50:50sloped construction and Temporary USE walls. + <br /> LOADING HL U <br /> ADrr: 7.4i <br /> Existing subway structures S.N. 058-3013 a S.N. ill 3014 h remain. DHV.- 1900(2035) Allow 50#/sq. ft. for future wearing surface. <br /> The sections of the subway carrying the roadway will be Central <br /> Rail TOP OF RAIL ICRR Design S <br /> of each end and fit/ed. The portion carrying the Illinois Centro/Railroad g peed: 40 m.p.h. DESIGN STRESSES <br /> track is to remain in place. (R.R. Stationing - Looking East) Posted Speed: 35 m.p.h. FIELD UNITS <br /> Two-Way Traffic <br /> 942'-334" f�= Psi <br /> fr = 600,00.00 0 psi(reinforcement) <br /> PRECAST UNITS <br /> 305'-/014" 135-16 53' /1" 79'-12" 367'-52" f, = 4,500 psi(Precast Panels) <br /> USE Wal/ C.I.P. L-Wall USE Wall C.I.P. L-Wall USE Wall <br /> r o0 on o� 3m on o 0 <br /> 3 o Micropiies or 3 j Micropiles or 3 v <br /> Drilled Shafts c 2 Drilled Shafts N <br /> T/Ca in <br /> 30 mr1 a,ui Vv �' P 9 _ <br /> CQ mV <br /> 3� <br /> w(n c 0 Proposed NSRR Bridge c <br /> m I*q T/Coping Lu n I e W WStr. No. 058-9203 W <br /> Existing Roadway <br /> South Wal/Proposed Profile <br /> Str. No. 058-W001 North Wall Proposed <br /> Sir. No. 058-WO02 <br /> Bridge Fence T/Coping RoH99 Fence T/Coping <br /> T/Coping Roiling <br /> T/WollElev. 667.55 T/WollElev. 667.55 __-_ ______________ <br /> Exposed Pane/Line ----- ] ---- --- ---_____________________________ <br /> Elev. 665.25 Exposed Panel Line Existing Pier!/ Existing Pier Exposed Panel Line Exposed Pone/Line <br /> Theoretical Top of S.N. 058-3014 Elev. 644.88 S.N. 058-3013 Elev. 670.75 Elev. 671.75 00 <br /> N N A Leveling Poo Exposed Panel Line Exposed Pone/Line e <br /> Elev. 669.75 D D o <br /> v v I` \. I e C Elev. 671.25 <br /> cOD� `i N N y ai Di L► O O of Di O a��i a��i <br /> yy h,n NN NN NN p WW <br /> WW �n�O to wb lo� N LD <br /> Lam']C7 O <br /> •c P W W O W W W W O m m o C ICRR Track wall <br /> Z `y Qi ^ W W � W Sir.No.058-WO05 <br /> i >C c M OC.9 GG Cn C7 n <br /> �n W(i v ,c vT � O O O <br /> yy �' <br /> yh ch <br /> NorWall <br /> , sir. <br /> WcW , WW <br /> 58-W1702 <br /> NSRR Bridge <br /> Notes: WALL ELEVATION LOOKING WEST Sir'N0.OSB-9203 Co-ctor Ramp wall <br /> spun wan sir.No.ase-woo6 <br /> Wall location stations and offsets are referenced End MSE Wal/ Sir.No.058-WOOI <br /> to the front face of wall panel. IF) <br /> 45.73.88 Begin C.I.P. L-Wall <br /> 29.25'Lt. Sia. 45+73.88 End C.LP. L Woll m1,2 KEY PLAN <br /> For Section Views See Sheet 2. v 33.58'Lt. Sto. 46*53.00 <br /> 33.58'Lt. ¢ Brg. N. Abut. <br /> y Begin MSE Wal/ v Sta. 5009.03 <br /> Sto. 45.19.96 <br /> 29.25'Lt. Begin MSE Wall <br /> Sto. 100.00 ICRR Sfo. 46*53.00 S.N. 058-WO02 <br /> at NSRR W.B. 29.25'Lf. <br /> Begin MSE Wall End C.l.P. L Wall T` Exist. Conc. R3E 3RD P.M. <br /> Begin C LP. L Wall Running Track x% Retaining Wall <br /> S.N. 058 W00! Hinge PI. S.N, 058 W001 Sfo. 4384.00 Sfo. 45/9.96 g <br /> Stn. 40x78.15 33.58'L1. x To be Removed End USE 4Wall <br /> .6 <br /> 33.58'Lt. <br /> 29.25'Lt. Exist. Conc. v, � Hinge Pl. �a <br /> Retaining Woll <br /> Pier No. 5 S.N. 056-WO02 �^ <br /> To be Removed S.N. 058-3014 � \ \ sta. 4994.61 <br /> End USE Walt St o. 4877.03 6 5 <br /> Sfo. 43+84.00 \ z Existing Bridge S.N. 058-3013 29.25'L/. _ <br /> 29.25'L/. Deck Slab Opening <br /> C Staley Lead <br /> m <br /> Prop. 18-3.S. _- _- _ __ __ -_ __ - - _ N FAR s P r Sl.No. 58- 203 e <br /> [CRR ° ed <br /> .S.(r0 REMAIN! --- -�-- - --�-- - -i-- -- _ _ __ _-_ tluCt re <br /> ti <br /> W��4"-W% <br /> RE ATE01 24„ NSR <br /> W 24" a0 BE L/lE OCATED)24 W --- -- - = BJP <br /> 24" , " 241w W 24" - no BE 24" 8 p <br /> w 24•• w 24" W 24" W �.q" '�-S.S- <br /> B-3 ___ _ * B-6EL°c"rE°1 NSRR <br /> (A AN \ �--c-s�c ---------- - --- ---� --��s 0j«- '+�----i---�--b MV--C.......��AN. F. <br /> _ ILL 1- ,-� 4�J - ------ - _--- -------- -BOOJAI5T. <br /> --------- EL <br /> =---.-rl1-----T-- "��-_r�-- � - - - - - - - - - - -- - - -- - - LL <br /> T <br /> CL Brg. S. Abut. T T } - 9 ���\ LOCATION SKETCH <br /> Sfo. 4085.03 B_1 Eo� 4,, Pier No. i ` T \ <br /> B 4 z r r T --tet[ r r r <br /> B-2 N \Jy TO BE RELOLATE°I <br /> no <br /> B�11 1E01 6" Sta. 42`17.03 „T�` <br /> B-7 <br /> ¢ Pier No. 2 <br /> , � \ B-5 � Proposed Overpass <br /> Sta. 4382.03 Structure S.N. 058-9203 <br /> -T--T 7 7 7 i T T i T T i 74 7 T 7 -T-7 7 i T T T T <br /> _ _:,•1 r r :4 r 24 r :. r z, :, GENERAL PLAN <br /> I r 2 <br /> 4, r j 21-G-14 Gr ze _ -- -- <br /> L Prop. R.O.W. o -- -- <br /> 1 CL Pier No. 3 Prop. R.D.W. FAU 7448 (BRUSH COLLEGE ROAD) <br /> CL Pier No. 4 Brush <br /> Relocated Utilities Sto. 4547.03 � 0 College Rood OVER NSRR <br /> MSE Wall C.LP. L-Wall USE Wall C.I.P. L-Wall Sta. 4712.03 ^ USE Wall <br /> W MACON COUNTY <br /> PLAN Stage Construction Line <br /> Temporary MSE Woll STA. 40+78.15 L T. TO STA. 49+94.61 L T. <br /> Stage Line <br /> STRUCTURE NO. 058-WO05 <br /> USER NAME = DESIGNED - DCS REVISED R•EU' SECTION COUNTY SHEETS SHEET <br /> = N . <br /> CRACKED - 1(WB REVISED STATE OF ILLINOIS <br /> DCS REVISED DEPARTMENT OF TRANSPORTATION 7448 09-00933-00-BR MAz I <br /> PLOT SCALE <br /> CONTRACT N0. <br /> UM PLOT DATE = CHECKED - KWB REVISED SHEET N0. I OF 2 SHEETS ILLINOIS FEE.AID PROJECT <br />