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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_02-dets01.dgnTIME PLOTTED =>15:45REDUCED PLANSIN INCHES FORORIGINAL SCALEs113541USERNAME =>DistCONTRACT No.:BRIDGE No. (ENGLISH) (REVISION 3/17/2017)STRUCTURES MAINTENANCE DETAIL SHEET229-0118C3488M. HALLSTROMBRIAN P. NGUYENC 682709-30-191NOTES:(APPLY TO THIS SHEET ONLY)12WILSON WAY OVERCROSSINGDETAILS No. 121.7J. RADUJ. RADUJ. RADUB. NGUYENB. NGUYEN2323EXISTINGRECONSTRUCTION10'-9"±1'-3"±4'-6"3'-3"3'-0"±DIAPHRAGMREMOVE INTERMEDIATEGIRDERREMOVEDEEPSAWCUT •"7"6"234PARTIAL DECK PLAN„" = 1'-0"• Abut 1• BENT 2AA9'-8"• GIRDER12ORDERING OR FABRICATING ANY MATERIAL.CONTROLLING FIELD DIMENSIONS BEFORETHE CONTRACTOR MUST VERIFY ALLNOTE:BB6'-6"±SECTION A-AAT INTERMEDIATE DIAPHRAGMƒ" = 1'-0"1'-8„"±LONGITUDINAL REINFORCEMENT @ 12" (TOT 8)AND PLACE NEW #5 TOP AND BOTTOM REMOVE Exist #4 LONGITUDINAL REINFORCEMENT"DETAILS No. 2" sheet.(HINGES AND ABUTMENTS)", seeFor "SECTION A-A AT END DIAPHRAGMNote:• HINGE 1ABUTMENT 4SIMILAR AT HINGE 2 AND#5 REINFORCEMENT (Tot 2)RETAIN Exist TOP PARALLELSIMILAR AT HINGE 2 AND ABUTMENT 4NEW #5 TOP 6'-0" LONG (Tot 2)@ 6'-0" ctrsRETAIN Exist Ñ2" x 2" x Š" x 0'-6"SEE "STUD ANCHORS DETAIL"BETWEEN Exist Ñ's.PLACE STUD ANCHORS4DETAIL ANO SCALE1'-0"±SEE "DETAIL A"AND HINGESTOP REINFORCEMENT PARALLEL TO ABUTMENTTRANSVERSE REINFORCEMENT. RETAIN ExistREINFORCEMENT SPACING @ 5•". DO NOT DAMAGERETAIN Exist TOP AND BOTTOM #5 TRANSVERSE9-19-187"±TOP FLANGEGIRDER 2TOP SIDEBOTTOM SIDEFULL BLASTFULL BLAST100%100%TABLE FOR BLAST CLEAN %galvanized bolts and nuts.structural steel (existing bridge). Fill holes with Indicates limits of clean, 100% blast clean, and paint wingwalls.Retain both existing abutments andand Concrete Barrier Type 842.Indicates limits of place new concrete deck (6000 psi) structure.and abutments (Tot 6) for full length of (Tot 6) and WF12x27 end diaphragms at hinges (Girder 1), C12x20.7 intermediate diaphragms Barrier Type 27R, curb, deck, WF33x220 girder Indicates limits of remove existing Concrete Bridge Removal (Portion):AND PAINT UNDERCOATS100% BLAST CLEAN (EXISTING BRIDGE)PAINT STRUCTURAL STEEL100% BLAST CLEAN ANDBARRIER TYPE 842NEW CONCRETE AND CURBBARRIER TYPE 27RREMOVE CONCRETE AND NUTS (Typ)GALVANIZED BOLTS"DETAILS No. 2" SHEETTRANSITION" DETAIL ON See "CONCRETE BARRIER 1016000022 11-3-1910SJ9921.735376-17-19