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EARLIER REVISION DATESDISREGARD PRINTS BEARINGCOMPLETENESS OF SCANNED COPIES OF THIS PLAN SHEET.SHALL NOT BE RESPONSIBLE FOR THE ACCURACY ORTHE STATE OF CALIFORNIA OR ITS OFFICERS OR AGENTSCOUNTYROUTETOTAL PROJECTPOST MILESNo.SHEETSHEETSTOTALREGISTERED CIVIL ENGINEERDATEPLANS APPROVAL DATESTATEOFCALI <br />FORIAN <br />REENIGNELANOSSIEFORP <br />EDRET <br />SIGER <br />No.Exp.CIVILDESIGNDETAILSQUANTITIESBYBYBYCHECKEDCHECKEDCHECKED0123UNIT:PROJECT NUMBER & PHASE:POST MILESHEETOFREVISION DATESSTATE OFCALIFORNIADEPARTMENT OF TRANSPORTATION10-1C8804DESIGNSTRUCTURE MAINTENANCEDIVISION OF MAINTENANCEDATE PLOTTED =>20-JUN-2019FILE =>10-1c8801_03-dets02.dgnTIME PLOTTED =>15:45REDUCED PLANSIN INCHES FORORIGINAL SCALEs113541USERNAME =>DistCONTRACT No.:BRIDGE No. (ENGLISH) (REVISION 3/17/2017)STRUCTURES MAINTENANCE DETAIL SHEET329-0118C3488M. HALLSTROMBRIAN P. NGUYENC 682709-30-191NOTES:(APPLY TO THIS SHEET ONLY)1WILSON WAY OVERCROSSINGDETAILS No. 221.7J. RADUJ. RADUJ. RADUB. NGUYENB. NGUYEN23EXISTING10'-9"±1'-3"±3'-0"±GIRDERREMOVEDEEPSAWCUT •"1ORDERING OR FABRICATING ANY MATERIAL.CONTROLLING FIELD DIMENSIONS BEFORETHE CONTRACTOR MUST VERIFY ALLNOTE:6'-6"±1'-8„"±DIAPHRAGMREMOVE ENDSECTION A-AAT END DIAPHRAGM (HINGES AND ABUTMENTS)ƒ" = 1'-0"#5 Tot 5TO VERTICAL FACESLOPING FACETRANSITION1'-2"2'-0"Min#5 @ 12 2'-6"#4 ContTot 2#5 @ 12ALTERNATING#5 Cont Tot 8MATERIALUNDISTURBEDPOUR AGAINST3'-0"2'-6"MGSSURFACEExist ROADIN 5" HOLES (Tot 4)DRILL AND BOND #5 x 1'-0" IN 5" HOLES (Tot 2)DRILL AND BOND #5HEADWALLTOP OF ABUTMENT 1BARRIER TYPE 842TOP OF CONCRETEBBSECTION B-BNO SCALEx 0'-6" @ 6'-0" ctrsRETAIN Exist Ñ2" x 2" x Š"49-19-186'-8" TRANSITION1'-9"SAWCUT 8"± DEEP8"±AND CURBRAILING TYPE 27RREMOVE CONCRETEon "DETAILS No. 1" sheet.For detail not shown, see "SECTION A-A"NOTE:6"1'-0"1'-0"CCSECTION C-CNO SCALEJOINT SEAL NOT SHOWNW12x27Indicates limits of excavation.reinforced concrete slab.Indicates limits of remove existingstructure.and abutments (Tot 6) for full length of WF12x27 end diaphragms at hinges intermediate diaphragms (Tot 6) andWF33x220 girder (Girder 1), C12x20.7Concrete Barrier Type 27R, curb, deck,Indicates limits of of remove existingBridge Removal (Portion):CONCRETE BARRIER TRANSITIONNO SCALESEAL AND DECK REPAIR DETAILS"."SECTION AT HINGE" on "JOINTAbut shown. For reinforcement, seeNOTE:1016000022 11-3-1910SJ9921.736376-17-19