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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 TRANSPORTATIONLAYOUTSPECIFICATIONSBYBYCHECKEDDESIGN ENGINEERDESIGNSTRUCTURE MAINTENANCEDIVISION OF MAINTENANCEFACTOR DESIGNLOAD & RESISTANCELIVE LOADINGHL93 W/"LOW-BOY"; PERMIT DESIGN VEHICLEPLANS AND SPECS COMPAREDDATE PLOTTED =>USERNAME =>FILE =>15:45TIME PLOTTED =>20-JUN-2019s11354110-1c8801_01-gp01.dgnREDUCED PLANSIN INCHES FORORIGINAL SCALEDistCONTRACT No.:BRIDGE No.14 (ENGLISH) (REVISION 3/17/2017)STRUCTURES MAINTENANCE GENERAL PLAN SHEETSTANDARD PLAN SHEET NUMBERDETAIL NUMBERIndicates existing.SHEET No.TITLESTANDARD PLANS DATED 2018INDEX TO PLANSSHEET No.TITLELEGEND: (APPLY TO ALL SHEETS)ORDERING OR FABRICATING ANY MATERIAL.CONTROLLING FIELD DIMENSIONS BEFORETHE CONTRACTOR MUST VERIFY ALLNOTE:29-0118C348810-1C8804M. HALLSTROMM. HALLSTROMGENERAL PLANPLAN1" = 20'1" = 20'ELEVATION A-AAbut 4BENT 3BENT 2Abut 1AA48'-2„"±47'-6‚"±170'-8…"±75'-0"±EBBBBRIAN P. NGUYENC 682709-30-19BENT 3Abut 4BENT 2Abut 1ROUTE 99TO MANTECA <br />TO NB Rt <br />e 99MEASURED ALONG • Br No. 29-0118C12TYPE 842BARRIERNEW CONCRETETYPE 27RBARRIERCONCRETEGIRDERWF33x220DIAPHRAGMINTERMEDIATEC12x20.76% ±25'-9"±3'-0"± 4'-6"18'-3"±10'-9"±18'-3"±3'-0"±32'-0"±3'-0"±RECONSTRUCTIONEXISTINGTYPICAL SECTION‚" = 1'2234521111123453'-3"WILSON WAY OVERCROSSINGB. NGUYENB. NGUYENJ. RADUJ. RADUJ. RADUJ. RADU21.7355A4LOAD FACTOR DESIGNGENERAL NOTESJOINT SEAL AND DECK REPAIR DETAILSDETAILS No. 2DETAILS No. 1GENERAL PLAN43216 f'c = 6,000 psi fy = 40,000 psiCONCRETE:REINFORCED (2012 AASHTO w/Revisions by Caltrans) Bridge Design Specifications DESIGN:15'-1"±Min Clr <br />B73W. WARDW. WARD3'-0"3'-0"889-19-187'-0"2'-0"12'-0"95 <br />1 <br />^SKEW47^SKEW41^SKEW37^SKEW10NOTES:(APPLY TO THIS SHEET ONLY)12345A6B789210• Br <br /> No. <br /> 29-0118C QUANTITIESLEAD COMPLIANCE PLAN LUMP SUMSTRUCTURAL CONCRETE, BRIDGE 26 CYCLEAN AND PAINT STRUCTURAL STEEL LUMP SUM(EXISTING BRIDGE)JOINT SEAL (MR•") 61 LFSTRUCTURAL STEEL (BRIDGE) 89 LBRAPID SETTING CONCRETE (PATCH) 1 CFWORK AREA MONITORING (BRIDGE) LUMP SUMCLEAN EXPANSION JOINT 182 LFJOINT SEAL (MR 1") 121 LFBAR REINFORCING STEEL (BRIDGE) 1,715 LBREMOVE UNSOUND CONCRETE 1 CFPREPARE CONCRETE BRIDGE DECK SURFACE 3,585 SQFTTREAT BRIDGE DECK 3,585 SQFTFURNISH BRIDGE DECK TREATMENT MATERIAL 40 GALBRIDGE REMOVAL (PORTION) LUMP SUMCONCRETE BARRIER (TYPE 842) 170 LFCONCRETE BARRIER TRANSITION 10 LFCONCRETE BARRIER TYPE 842CONCRETE BARRIER TYPE 842ELECTRICAL SYSTEMELECTRICAL SYSTEMELECTRICAL SYSTEMCOMMUNICATION CONDUITSLEGEND - LINES AND SYMBOLS (SHEET 5 OF 5)LEGEND - LINES AND SYMBOLS (SHEET 4 OF 5)LEGEND - LINES AND SYMBOLS (SHEET 3 OF 5)LEGEND - LINES AND SYMBOLS (SHEET 2 OF 5)LEGEND - LINES AND SYMBOLS (SHEET 1 OF 5)ABBREVIATIONS (SHEET 3 OF 3)ABBREVIATIONS (SHEET 2 0F 3)ABBREVIATIONS (SHEET 1 0F 3) RSP B11-82RSP B11-81RSP ES-9DES-9AES-8AB14-3A10EA10DA10CA10BA10AA3CA3BA3AREMOVE CHIP SEAL 3,116 SQFT11SEAL AND DECK REPAIR DETAILS" sheet.repair joint spalls. For details, see "JOINT replacement of new joint seal, clean and seal and place new joint seal. Prior toIndicates location of remove existing jointstructure. See "Roadway Plans"Pull boxes shall be installed 10' away from No. 5 pull boxes on each side of structure. Overcrossing and termination of conduits in across the entire length of Wilson Way and 3" conduit (Bridge) on concrete barrier Electrical system consist of 2" conduit (Bridge) MGS, see "Roadway Plans".treat bridge deck with high molecular weight methracylate.Indicates limits of prepare concrete bridge deck surface, and bridge removal portion.Railing-Type K (DL). Support from existing girders prior Provide temporary support for deck and temporary "Roadway Plan".Relocating and then salvaging temporary K-railing. See Temporary K-railing. See "Roadway Plan"sheet.number . See "RECONSTRUCTION" detail on "DETAILS No. 1" Clean, 100% blast clean & paint existing steel girder PM 21.67 1949" BR NO. 29-0118C "WILSON WAY OCPaint Bridge ID:Girder 1.transverse restrainers at hinges ofRemove existing cable restrainers andBridge Removal (Portion):Concrete Barrier Transition.unsound concrete, rapid setting concrete patch.Indicates limits of remove existing chip seal, remove and Concrete Barrier Type 842 and Electrical System.Indicates limits of place new concrete deck (6000 psi) and abutments (Tot 6) for full length of structure.(Tot 4) 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):111016000022 11-3-191-3-1910SJ9921.737346-17-19