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V2" WIDE 04 BACKER <br />[TYPA�iHEEE 6IDE5). SIDES/ HREE <br />SECTION D-D <br />re' X Y'" IDE <br />r DEEPJ 1 ivP THREESIDE. <br />SECTION C-C <br />SECTION C-C <br />.1178 <br />CONTRACTOR OPTION 1 CONTRACTOR OPTION 2 <br />CONTROL JOINT DETAILS <br />JOINTWHEN USING SLIP FORM METHOD 10 PLACE THE CONCRETE, <br />CUT SIMILAR MEANS IMMEDIAETROWEL ELY AFTER ON CCRETEPLACEMENT <br />HELIX OR ABUTMENT WALLS <br />JOINI <br />FORMED OR SAW CUT CAP v2" <br />2 BAR E.S. <br />SUPERS RUURE <br />JO" MAX. SPG. DETAILS ITYPA <br />11 <br />OTHERWISE <br />SNOTED <br />JOINT TYPE A <br />AT SOUTH ABUTMENT AND HELIX COLUMNS <br />INSIDE ELEVATION OF CONCRETE CURB <br />1 <br />CONTRO <br />L T— <br />JO" MAX. SPG. <br />CONTROL JOINT <br />BRIDGE SUPERSTRUCTURE BRIDGE SUPERSTRUCTURE <br />SUPER RUC URE I— <br />10 MAX. SPG DETAILS CP.1 <br />IV," a 90 F. <br />SUDEEAILRUCT YPEI <br />6 <br />MIN. LAP <br />CONTROL <br />C901E OR C906E C901E OR C40CE <br />®BOLTON <br />& MENK <br />JOINT TYPE B <br />AT PIERS I, 3 AND 6 <br />INSIDE ELEVATION OF CONCRETE CURB <br />CURB DOES NOT MEET CRASH TEST <br />REQUIREMENTS OF NCHRP REPORT 350 0R MASH <br />ENGINEER SIGNATURE P <br />HELIX SUPERSTRUCTURE <br />CH smlz <br />JOINT ODE IN LS B Vz' OTH <br />OP OEI <br />�11 <br />ilSEE CONTROL <br />JOINT DETAILS <br />CONTROL JOINT <br />GENERAL NOTES <br />ONYIN <br />SECTION B-B <br />CONTINUOUSLY GROUND ALL METAL RAILINGS:SEE THE SPECIAL PROVISIONS <br />REFER <br />EINTHE <br />REOARDING BONDING MULTIPLE ELECTIMCAL PL PROVISIONS <br />caouNmNc sysTEMs <br />MEASUREPAYMENT LENGTH BETWEEN THE OUTSIDE ENDS OF THE <br />CONCRETE <br />CURB <br />CONCRETE CURB = 81 LBS✓FT. 10.020 CU.YDS./P1.1 <br />FINISH ALL EDGES OF CURB WITH Vz' CHAMFER. EXCEPT WHERE <br />MAXIMUM SPACING OF CONTROL JOINTS IS 10 FT. SEE SUPERSTRUCTURE <br />CONCRETE CURB QUANTITIES ARE LISTED IN SUMMARY OF QUANTITIES <br />FOR SUPERSTRUCTURE <br />FOR BILL OF REINFORCEMENT, SEE SHEET 70 <br />0 JOINTDUCTS LIST - CRAG, <br />AND JOINT MATERIALS no SILICONE JOINT U SEALERS.PRD <br />O2 REFER TO STANDARD FIGURE 5-397.632 FOR COVER PLATE DETAILS. <br />3 LONGIT UD]NAL RARS CEROMRDECIt HSURFACE PITY PEI TOP OF OUTSIDE <br />0 E y2" JOINT <br />MAST CUT NOT UIHELIX ERIAL BETWEENCURB AND COLUMNLO1N <br />SEAL AS SHOWN. <br />CONCRETE CURB FOR USE I'TRIDGE N0. <br />WITH ORNAMENTAL RAILING �,PeS.A.P.�199-010-012 <br />SHEET NO. 85 OF 99 SHEETS I <br />02053 <br />