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Benchmark: <br /> "M"in Mueller on fire hydrant at Southeast corner of <br /> Cerro Gordo St. and Brush College Rd. - Elev. 652.58. <br /> Existing Structure: <br /> None <br /> ♦ For Continuation 456'-9"(Measured Along Front Face of Wall Panel) N 530.00' V.C. <br /> ee .N. U. <br /> W c c c c p v <br /> "Light Pole ^ e Co <br /> 'm y a d Y C a a: m * (Typ•) W O <br /> 0 0 Ln o 0 0 o O o 0 o r, o W h <br /> N W O OOm W O N W pi p Wap of �qT ^'1 W r\ O CL io �� O N O W <br /> vLn <br /> UTim0 °v N o0 O a'O �� O N <br /> oN Bic cle Roilin 'om oN m� Qm r%Y "� N o <br /> ob 00 p pia Y 9 o CO CX ON Q10 p °10 p o0 .N M W to <br /> h k W Q ul �1 r.T a1 M p p v O <br /> d W ti W\ To of Coping ° W`!' d W y o W` W W y k5 W�; 13 <br /> U) o o U) <br /> 1n I�W in tiW P p 9 in h W Ul ti LU tiW in to ut ti 1u in ti LU o In o <br /> o <br /> W V) <br /> TF <br /> ��������F—�� Top of Exposed 5.00% 3.00% <br /> F—I —Panel Line t t C I_�___ <br /> ---- *•• Details to be PROFILE BRUSH COLLEGE ROAD <br /> Elev. 671.00 t <br /> determined in <br /> Final design <br /> Remove and Replace Theoretical Top of 200.00'V.C. <br /> Unsuitable Material Leveling Pad Existing and U <br /> Finish Grade of ° ^� <br /> rom o roroOo 0o Front Face of Wall 00 00 v <br /> 01D vP Ln NNOO C 0 NN 00 10 O W <br /> �L�n 11021: O t0 <br /> OtoCS <br /> t0ko t0O 10 t0 eO 1010 t0O 10O W 0 m W <br /> N O <br /> 4l NN NN O mN ^'1 o b O 10 O <br /> N WW W WW N 1uW O WW m WW N WW CS WW WW "'1 O <br /> 005 . CSO C�C� 00 N 00 r.T t5 U' r:T Q. p to y In <br /> t L1 <br /> 1n yy h� 1n •t O ..c O .t O •c O h� 0 h� O <br /> O e O - `n^ ^,� �!? M y h ^'T b M Nl O ' N f•1 <br /> n W� c o n W n <br /> Notes: w W 1^ Lu n W LU w i 6i w v to W <br /> 1.50% -3.59;.' <br /> Wall location stations and offsets are referenced <br /> to the front face of wall panels. WALL ELEVATION FRONT FACE <br /> TBR = To Be Removed h p f f ��► <br /> 0 Sta. 300.00.00 Prop. Connector Ramp = ry/ ` ti` PROFILE CONNECTOR RAMP <br /> @ Sto. 55.53.42 Brush College Rd. s v / • <br /> s ~ \ Proposed Relocated,Utilities <br /> • /' � \ � HIGHWAY CLASSIFICATION <br /> F.A.U. Rte. 7448 - Brush College Road ICRR Track Wall <br /> Functional Class: Urban Minor Arterial sl'.No.058-Woo5 _ <br /> ADT: 13,900(2010), 18.950(2035) <br /> Directional Split: 50:50 North Wall <br /> Prop. Conn. Romp ADTT: 7.4% Srr.No.05e-WO02 <br /> / / "�•� ��,' DHV: 1900 (2035) NSRR R <br /> Design Speed: 40 m.p.h. sn.No.058-9203 <br /> \O Posted oS eed.• 35 Traffic.p.h. sown Won Soo ctor R p Wall <br /> de, \ \ \ No.058-W001 <br /> DESIGN SPECIFICATIONS <br /> 2012 AASHTO LRFD Bridge Design Specifications. �J Z KEY PLAN <br /> �, ` �- ,• •' - 6th Edition with 2013 Interims <br /> 400 DESIGN STRESSES <br /> �• _ _ "� FIELD UNITS R3E 3RD P.M. <br /> / \ o y �►O f�= 3.500 psi _77111e <br /> fY 60,000 psi(reinforcement) <br /> PRECAST UNITS <br /> B-12 -� O f� = 4,500 psi(Precast Pane/s) 6 5 <br /> 8=10 /J� 1k x Proposed <br /> /� ♦j �� h�" A: Structure <br /> / m <br /> KWAY I I Z <br /> C'. Kink Pt./ e o o v N e <br /> ♦ 31�p PT Sto. 301,63.90 041 oS.N. 58 2 <br /> % ♦ �5� // \ 67.69'Rt. Cj' ° NSR e <br /> • �/ ♦♦4 4 ,' ` 1 14 <br /> Sto. 30300.00 \ 0 8 0 <br /> ♦ 1 r \ 4� s� / \ 61.04'Rt. ' RR <br /> s C / \ �; PROP 920 <br /> CURVE FARCONN 2 S.N. 058 3 <br /> ! / Kink Pt./ / ° � CONNECTOR RAMP sT. <br /> Sio. 301.00.00 \\ ILLIA <br /> �. 1_ , PC Sto. 30228.30 / End Wall <br /> ♦ ` ,I� / / 91.43'Rt. 61.04'Rt. Sta. 303.59.67 <br /> * ♦ 1 ' ,f \ / 61.04Rt. PI STA. = 304+40.24 DATION SKETCH <br /> ••// / / Limits of Reinforced ' � 09 <br /> / / Soil Mass o = 73° 29' 07" (LT) <br /> < <br /> ` OQ1;/ F 's D = 14° 52' 55" GENERAL PLAN <br /> � Kink Pt./ � R = 385.00' <br /> `\ P.C. Sto. 53.55.23 o T = 28742, FAU 7448 (BRUSH COLLEGE ROAD) <br /> 62.28'Rt. Brush Coll. Rd. = q /y <br /> 1. \ Sta. 300,03.27 / L = 493.78' STA. 53+55.23 BRUSH COLLEGE RD. TO <br /> f 207.81'Rt. Conn. Romp / E = 95.45' STA. 303+59.67 FARIES CONNECTOR RAMP <br /> Begin Wall <br /> \ PLAN S.E. RUN = N/A MACON COUNTY <br /> P.C. STA. = 301+52.83 <br /> P.T. STA. = 306+46.61 STRUCTURE NO. 058-W006 <br /> USER NAME = DESIGNED - DCS REVISED F.A.U.RTE. SHEETS N0.SECTION COUNTY TOTAL SHEET <br /> CHECKED - KWB REVISED STATE OF ILLINOIS 7448 09-00933-00-BR MACON <br /> PLor SCALE= DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. <br /> PLOT GATE = CHECKED - KWB REVISED <br /> SHEET N0. 1 OF 2 SHEETS ILLINOIS FED.A[D PROJECT <br />