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See S.N. 058-9203 334'-9"(Measured Along Front Face of Wolf Panel) Pe <br /> r 1i t' �0 75 6 e" v <br /> S ee .N. W N <br /> Benchmark: N •••Light Pole R J o ps <br /> M"In Mueller on fire hydrant of Southeast corner of a Sto. 50.27.18 (ryp.) HIGHWAY CLASSIFICATION ' & Bridge Superstructurel, <br /> "'$ <br /> Cerro Gordo St. and Brush College Rd. Elev. 652.58. = T/Exposed Panel Llne "� ° °� S.N. 058 9203 15 <br /> Elev. 692.6/ Neu, F.A.U. Rte. 7448 - Brush College Road DESIGN SPECIFICATIONS �,x 61 <br /> Existing Structure: voa? Functional Class: Urban Minor Arterial <br /> Top of Coping Bicycle Roiling 20/2 AASHTO LRFD Bridge <br /> M <br /> None a §` ADT: /3,900(2010). 18,950(2035) Design Specifications, 6th Edition <br /> Directional Split: 50:50 with 2013 Interims <br /> I Traffic to be maintained utilizing staged construction o W> ADTT: 7.4% <br /> -ITI 110 <br /> (I ti w DW. 1900(2035) DESIGN STRESSES <br /> Design Speed: 40 m.p.h. FIELD UNiTS <br /> Posted Speed. 35 m.p.h. f�= 3,500 psi <br /> Existing Grade Line I I Two-way Traffic <br /> Top of Exposed fr = 60,000 psi(reinforcement) Exist. and <br /> Panel Line I PRECAST UNITS Prop. Grade <br /> EIng and Finish 4,500 psi(Precast Panels) <br /> xist <br /> Grade Line Theoretical Top of -- <br /> Leveling Pod •••Details to be S <br /> For Continuation VEMEElev. 660.00 Sta. 53.55.23 determined in / T/Leveling Pad <br /> Sto. 50+20.46 Exist. Gr. Elev. 675.60 9 Remove and Replace o <br /> See S.N. 058 W003 final design <br /> Exist. Gr. Elev. 673.20 Sta. 51+00 Finish Gr. Elev. 675.60 Unsuitable Material NN to <br /> Finish Gr. Elev. 673.20 BAST WALL ELEVATION FRONT FACE - gg <br /> 624'-5"(Measured Along Front Face of Wall Panel) See S.N. 058-920-3 ee pp ° <br /> W <br /> h •►• e ~; m m m m <br /> J J Light Pole p lulu <br /> TT _yp.) L <br /> N o LO o '� o Irl o yI o O til o m OCo O 00 <br /> O dui N D,O m a.� h0 N I Q. v .� U) -:.c <br /> CS p O� <br /> 00 O� ON O ON Cb Od' O yy oLn <br /> C <br /> ym mt0 Q1 A.p mN N mN N (p OM1 i�G "cam <br /> Ln pt°poLn <br /> Ge N Ch in <br /> Ln oCO Gip O o'oo O ob O OLD v O om in WIi Vf WIi <br /> p W� Ln <br /> W� LO-'0 <br /> Wb o, d We <br /> ABUTMENT ELEVATION FRONT FACE <br /> \� -' v> �W in tiW in I-W -n X41 v V1 tiW <br /> 1 W Bridge Fence Rolling in �W c <br /> Top of Parapet Top of Coping 530.00'V.C. <br /> Ln <br /> N N tn <br /> N <br /> Lri CS <br /> Ln 0 <br /> m N v1 N U) <br /> o O si 10 °00 <br /> ip tp <br /> Top of Exposed a W W <br /> - - --- - - - - - - - - - - - <br /> _ _ _ __ _ _ - PonelLine <br /> Theoreticat Top of - - - - - Existing Grade -5.00% ,300% <br /> Levelin Pod Existing Grade Line -- Line PROFILE BRUSH COLLEGE ROA <br /> D9 - <br /> oo=====___ _______ 4 Sfa. 52+86.9/ <br /> vpi Ui Finish Grade Line Exist. Gr. Elev. 674./0 Elev. 660.00 ' (CRR frac°won <br /> �° ^to Front Face of Wall Finish Gr. Elev. 670.90 Sir."a ase-Raps <br /> 1O�D cO.n Sta. 5/+00 I <br /> Sto. 50+01.68 WEST WALL ELEVATION FRONT FACE <br /> 29.25'Lt. Sta. 50+72.47 Rain won <br /> o m m N Sta. 50.20 Sir.Ra 059-WO02 <br /> WW <br /> °i O W W Kink Pt. Exist. Gr. Elev. 667.40 �' <br /> e ceo T �� Sta. 50*06.8/ n Finish Gr. Elev. 667.40 �e <br /> LO ., ui Sto. 49.94.61 29.25'Ll. MSE Wall S.N. 058-W003 pp RSRR errda° <br /> h 29.25'Lf. p. Connector Ramp MSE Wall S.N. 058-WO02 Sir.NO.o5e-9zo7 <br /> Q Sto. 300 D0.00 Pro >i <br /> x� c X'� Kink Pt. o Existing Sheet Pile P.C. SID. 56+19.02 o m sown.0 Sir.NO. RMP <br /> 8-W <br /> 1^ WI` '^ wI� Sto. 50+2/.88 N Retaining Woll @ Sta. 55+`3.42 Brush College Rd. N 62.78'L/. �WW s''R0'o5e-xroot Sir.NO.ase-Roos <br /> 31.25'Lt. Kink P/./ Begin Wall m�0 <br /> Kink Pt./ Traffic Signal Support <br /> Note: � P.T. Sto. 52+86.91 KEY PLA <br /> N <br /> 20. P.C. Sta. 50+72.47 38.94'Lt. p o h <br /> Wall location stations and offsets ore referenced 31.25'Lt. <br /> to the front face of wall panels. Wei <br /> Temporary MSE Wall 4•• Is, ^ _ <br /> R3E 3RD P.M. <br /> (Stage I Const.) ----- <br /> Xlsl. R 4., 5. LOCATED/ <br /> ° PP 6[ ��. w 24^ J <br /> 24 6 <br /> -� T <br /> Prop. Brush College Rood Proposed 5 <br /> p b O 1•• AN. F. 8 J �� ° 16"SA -� Structure <br /> N o 1� �-� -YYT, T T- T T T T� <br /> .-------_ _--� _-_� _ _ -- N FAR SPA KWAY <br /> Exist. R.O.W. y_ _ _._._._._._ <br /> t _ _ _ _ _exrsr. O. _ _ "ll - - <br /> r r T T rD T T� _ _ - - - Q �� - Limits or Reinforced i <br /> r: ° _ - Solt Mass <br /> c -Ameren Substation 0 <br /> ma u I I U N S.N. 058 9203 <br /> -T T T T- ` o m T T T T T T T T T T T i i T T i T i TAT �T'D T 0.LIA <br /> ��B-10 I v, <br /> -+21 - ■-24^ _ ■. o .w- ■ 24- �■ z/•• W- 24 24" 1 ■�-�z/•�,�•' 'zr 24--W-24" ■ ` 1•. ;■ �2 ■� ■- LOCATION SKETCH <br /> Prop. R.O.W. -- -- -- -- ■ ■' 12" ■� ■ 1Y•��■ .' ■ 12 ��ty. ` 12" • 1 <br /> �^ -- G-� -iG 1^i--�G�� 4'•�--�G 1^ r-ti7^ G 4^ �.~ <br /> Kink Pf. r+I Kink Pt./ I <br /> 1 C Brg. N. Abu/. Sta. 50+27.18 I I ! o P.C: Prop <br /> Sta. 53+55.23 I - I �� GENERAL PLAN <br /> in <br /> Sta. 50+09.03 41.75'Rt. <br /> Prop. <br /> C6 62.28'Rt. . Conn. Ramp I C I o <br /> m - -R.O.W. -- -- I (TBR) I T FAU 7448 (BRUSH COLLEGE ROAD) <br /> rn W Il USE Wail S.N. 058-W <br /> IC Bk. N. Abut. 41.75'Rt. F p I ����______ I I MACON COUNTY <br /> Sta. 50.12.33 o , I I Proposed Relocated Utilities <br /> PLAN o i C i I___I STA. 56+19.02 LT TO STA. 53+55.23 RT <br /> STRUCTURE NO. 058-W002 <br /> USER NAME DESIGNED - DCS REVISED RTEU• SECTION COUNTY S SETS SHEET <br /> NO T <br /> CHECKED - KWB REVISED STATE OF ILLINOIS 7448 09-00977-00-BR MACON <br /> PLOT SCALE• DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. <br /> PLOT DATE - CHECKED - KWB REVISED <br /> SHEET N0. 1 OF 2 SHEETS ILLINOIS FED.AID PROJECT <br />