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Concrete barrier <br />Type 736/—'\ <br />#4 Transverse <br />slab Reinf <br />#5 Transverse <br />slab Reinf <br />7'-21/4"± <br />Widen <br />Match existing <br />grade and <br />cross slope <br />#5 @ 12 ---- <br />dri I I and bond in 5" <br />deep holes, staggered <br />"MUN" Line <br />16'-31/,"± <br />,�Existing barrier �,• <br />. fobe removed <br />�t � <br />I I, <br />Y4" Polyester <br />j k concrete overlay <br />i i•' <br />I I 3" -2%± I <br />f <br />--------------------------------------- <br />5" <br />1" Chamfer <br />TYPICAL SECTION -LEFT <br />74" = 1' <br />Note: Left widen shown, right widen similar except as noted. <br />No As -Built Changes <br />Profile grade <br />[STJ COUNTY I ROUTE ITOTAL PROJECT 1 ­ No. SHEET'. <br />0 1 SJ 1 4,99 1 R19.5/R20.1, 112231 1414 <br />15.0/18.6 <br />V 1-04-11 <br />REGISTERED CIVIL ENGINEER DATE V�eaOF ESS lON,,� <br />Chris V. Utlarbe o <br />3-26-12 w C62985 z <br />PLANS APPROVAL DATE <br />XP.L6-30-2012 <br />the State of California or its officers or ornts s CIVIL <br />shall not be responsible for the accurxy ar rq2- �p <br />DnLIF° <br />cow,eteness of electronic copies of this p/an sheet. DF <br />Exist <br />L <br />1. For details not shown, see <br />Roadway <br />'a <br />In — <br />T > <br />coao <br />"GIRDER REINFORCEMENT -LEFT WIDEN" and <br />"GIRDER REINFRCEMENT-RIGHT WIDEN" sheets. o <br />NOTE: <br />Exist concrete <br />U <br />+[ L <br />deck surface <br />a) <br />N U <br />w <br />COffFIQ19iELOUEFREU %gMEAFjRM4TING <br />----------------------------- <br />- - <br />- <br />9E <br />- <br />--a-------f-- <br />----- <br />---i-------i ------- <br />SOUTH S T O C K T O N WIDENING <br />Exist y *For "T">3" use rapid setting <br />Reinf concrete to patch to the <br />bottom of polyester overlay. <br />BRIDGE DECK TREATMENT <br />No Scale <br />Notes: <br />1. For details not shown, see <br />"SLAB REINFORCEMENT DETAILS", <br />"GIRDER REINFORCEMENT -LEFT WIDEN" and <br />"GIRDER REINFRCEMENT-RIGHT WIDEN" sheets. o <br />NOTE: <br />Nd{�E CONTRACTOR SHALL VERIFY ALL <br />TI1t� ftAAd1PORIF6llIIALQIMF9M N$4LL <br />w <br />COffFIQ19iELOUEFREU %gMEAFjRM4TING <br />0 <br />YMAOR FABRICATING <br />ANYMTEERIIAL. <br />SOUTH S T O C K T O N WIDENING <br />DESIGN eY CHECKED <br />R. Coria Phuon M. Vu <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />BRIDGE NO. <br />MUNFORD AVE BRIDGE (WIDEN) <br />Br CXECKEa <br />DETAILS <br />CALIFORNIASTRUCTURE <br />DESIGN <br />29C-0377 <br />% <br />L. Wan R. Coria <br />DESIGN BRANCH 1 7 <br />POST MILE <br />n <br />" <br />QUANTITIES 9Y CHECKED <br />DEPARTMENT OF TRANSPORTATION <br />In 1 <br />TYPICAL SECTION—LEFT III RIGHT W I D E N <br />R. Coria Phuon M. Vu <br />9 <br />of SR 99 <br />� <br />I. <br />STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />0 1 2 3 <br />UNIT: 3586 <br />PROJECT NUMBER & PHASE: 10000004091 CONTRACT NO.: 10-3A1001 <br />DISREGARD PRINTS BEARING <br />EARLIER REVISION DATES -� <br />REVIs1oX DSTEs SHEET OF <br />11- 09 p9-03-11 il- 10 7 13 w <br />FILE => 290-0377-k-ts.dg, <br />