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3' 0" 8'-0" 5'-0" 2'-7' 36'-0"& Varies 12'-0" 36'-0"& Varies 21-0"1'-7.' 4'-0" 8'-0" <br /> Shored Use Path Lones (Median) (Lanes) Shdr, hared Use Path <br /> 6' 0" 6'-0. <br /> Connector Romp <br /> Parapet Roiling <br /> Drainage Frame Bicycle Railing <br /> & Grote <br /> P.G.L. P.G.L. Moment Slob <br /> 1:50 2.07 2.0% 2.07 <br /> 1.3 <br /> ' I To of Ex osed <br /> Panel Line <br /> I <br /> Drainage Structure <br /> Front face of <br /> Select backfill precast panels <br /> I <br /> I <br /> Finished = <br /> Embankment grade <br /> I <br /> I <br /> I Soil reinforcement <br /> Existing Ground Line M E <br /> I <br /> Top of leveling pod <br /> - - -aya�� tC - - - - - - - ---7�7R� - --^�y � - - - — - - - - - - - - - - - - - - - - - - - - - - - - -'-�7�/ - - - � --- -==i�� - - — - - - <br /> 0.70 x "H"min. >8'-0" <br /> See supplier shop <br /> plans for lengths <br /> TYPICAL ROADWAY SECTION <br /> TYPICAL SECTIONS AND DETAILS <br /> FAU 7448 (BRUSH COLLEGE ROAD) <br /> STA. 53-55.23 BRUSH COLLEGE RD. TO <br /> STA. 303+59.67 FARIES CONNECTOR RAMP <br /> MACON COUNTY <br /> STRUCTURE NO. 058-WO06 <br /> MS usER NAME = DESIGNED - DCS REVISED SECTION COUNTY TOTAL SHEET <br /> STATE OF ILLINOIS RTE. SHEETS NO. <br /> CHECKED - KWB REVISED F.A.U..A.0 09-00933-00-BR MACON <br /> PLOT SCALE DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. <br /> PLOT Da TE = CHECKED KWB REVISED SHEET NO. 2 OF 2 SHEETS ILLINOIS FED.A[D PROJECT <br />