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C Proposed Roadway C Proposed Roadway <br /> t Stage 2 Constr. I Stage 1 Constr. Stage 2 Constr. Stage i Constr. <br /> Proposed Bridge <br /> Proposed Bridge I Superstructure <br /> Superstructure S.N. 058 9203 <br /> S.N. 058-9203 <br /> I <br /> IJ FT <br /> Proposed CIP <br /> Bridge Fence Roiling i <br /> Top of Coping L Wall Stem <br /> MSE Wal/ Select Granular <br /> Backfill <br /> Exposed Panel Line Finished Grade i Existing Grade Exist. R.R. Bridge Pier <br /> Select Fill with Limits of Reinf. To Remain Strength <br /> Low <br /> Contr <br /> Soil Reinforcement Soil Mass Strength Material <br /> Existing Retaining Wall --- I <br /> To Be Removed ,� �� <br /> .o I <br /> Existing Son S. Existing Abutment and <br /> ICRR �:� O� (Abandoned) Superstructure <br /> To Remain <br /> Existing Pavement Existing Subway Structure <br /> To Remain <br /> To Be Removed ICRR I Roadway Subway to be Filled. <br /> P <br /> Existing Storm Sewer 0.70 x "H"min. )8'-0" O�Exist.t <br /> J I . 16"Son r <br /> supplie <br /> To Remain See r shop Sewer <br /> plans for lengths (Abandoned) <br /> Existing Water Proposed 18"Storm Sewer <br /> To Be Relocated Existing Pavement <br /> SECTION A-A 6" To Be Removed <br /> Proposed CIP Drilled Shafts <br /> Exist. 24"0/36"0 Storm Sewer or Micropiles <br /> To Be Relocated Proposed CIP L-Wall Footing <br /> Exist. 24"0 Water <br /> Main <br /> C Proposed Roadway To Be Relocated <br /> SECTION B-8 <br /> Stage 2 Constr. Stage 1 Constr. <br /> Proposed Bridge <br /> Superstructure I <br /> S.N. 058-9203 C Proposed Roadway <br /> I I <br /> Stage 2 Constr. Stage I Constr. <br /> Proposed Bridge <br /> Superstructure <br /> Pier #3 S.N. 058-9203 <br /> Sto. 45a47.03 <br /> Select Fill with U 40 <br /> Soil ReinforcementI Pier #4 <br /> Bridge Fence Roiling— 1 177�4 Sto. 4712.03 <br /> Finished Grade <br /> Exposed Panel Line LJ <br /> Bridge Fence Roiling <br /> Proposed USE Wall <br /> Top of Coping - Existing Grade <br /> —� — — MSE Wall <br /> Exist. ADM Piping <br /> Existing Abutment 1 L L ! 1 Exposed Panel Line support <br /> Existing <br /> To Remain <br /> ` Select Fill with <br /> Sail Reinforcement <br /> ICRR <br /> O // <br /> Limits of Reinf. <br /> Q Existing Pavement I T Soil Mass <br /> J To Be Removed ICRR <br /> J// Exist. 24"0 Water Main — Temporary <br /> Proposed 18"Storm Sewer To Be Relocated T—— MSE Wall <br /> Exist. 24"0/36"0 Storm Sewer Existing Pier Footing 0Existing San S. <br /> Existing Pier FoofiTo Be Relocated <br /> ng (Abandoned) <br /> (To Remain) & Crashwall <br /> (To Remain) Existing Pavement <br /> Existing Utilities To Be Removed <br /> To Be Relocated <br /> SECTION C-C • Strips can be skewed around piles for new piers. SECTIONS AND DETAILS <br /> If skew d excessive, connection to panel can 0.70 "H"min. > o" EAU 7448 (BRUSH COLLEGE ROAD) <br /> be shifted so that skew can be reduced or Seee supplier shopop <br /> angle irons can be used at the location of the plans for lengths OVER NSRR <br /> obstruction to shift the strips. SECTION D-D MA CON COUNTY <br /> STA. 40+78.15 LT. TO STA. 49+94.61 LT. <br /> STRUCTURE NO. 058-WO05 <br /> USER NAME = DESIGNED - DCS REVISED F.A.U. SECTION COUNTY TOTAL SHEET <br /> STATE OF ILLINOIS RTE. SHEETS NO. <br /> UM CHECKED - KWB REVISED 7448 09-00933-00-BR MACON 2 2 <br /> PLOT SCALE= DRAWN - DCS REVISED DEPARTMENT OF TRANSPORTATION CONTRACT NO. <br /> PLOT DATE = CHECKED - KWB REVISED SHEET NO. 2 OF 2 SHEETS ILLINOIS FED.AID PROJECT <br />