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DISTI COUNTY I ROUTE ITOTAL PROJECT Jiio. SHEETS <br />10 1 SJ 1 4,99 1R19.5/ 2 .11 1224 1414 <br />V• ��ac, 11-04-1 <br />V'OFESSIO <br />REGISTERED CIVIL ENGINEER DATER COQ 414 <br />9'-6" <br />�� #10 tat 2 Cant <br />8'-0" 8'-0 9'-6" <br />\ \ at edge of slab <br />Chris V. ueorbB <br />6'-0" \ 4'-6" 4'-6" \ 6'-0" <br />3-26-12 C62985 <br />\ \ <br />PLANS APPROVAL DATE <br />xp.06-30-2012 <br />#9 W i ngwa I I <br />\ \q6 <br />\ \�lo \� \ q6 <br />fie State of California or its officers or agentssrq CIVIL `P <br />reinforcement <br />\Gx <br />\7x \`O7x \ `x <br />shall not be responsible for the accuracy or a <br />caWleteness of electronic copies of this plan sheet. OF CALIF <br />\ <br />6 , typ <br />> <br />\\ <br />\ <br />`.\ \.\ <br />Ex i i \ <br />#6 x 30'-0" m 18 #6 x 10'-6" m 18 #6 x 10'-6" 9 18 \ \ <br />st ng \ <br />edge of deck <br />\ <br />#6 x 17'-6" (A 18 #6 x 17'-6" 0 18 #6 x 30'-0" a 18 <br />REINFORCEMENT —TOP OF SLAB <br />1/4'' = 1 ' <br />Note: Left slab widen shown, right slab widen similar except as noted. <br />Notes: <br />1. To be placed symmetric about C of span. <br />5'-9" \ <br />\ 5'-9" <br />\\ <br />'\ <br />#10 tat 2, \, <br />B '\ q <br />Cont at edge No As -Built Changes <br />\ <br />slab X07 \ 6G <br />#9 Wingwall <br />k' \.k1 <br />of <br />\`r`' k' x \• \�'` x `• <br />reinforcement <br />6 <br />\G \40 <br />\x \� <br />\x <br />\p \ \� <br />\ <br />\ .\ <br />--------------\ - - - - - - - - - - <br />\ <br />#61 0 18 <br />0 <br />#6 x 13'-6" O 18 #6 x 16'-0" #6 x 19'-6" #6 x 15'-9" C4 18 <br />a <br />m 18, note 1 18, note 1 <br />#6 x 13'-6" 8 18 <br />#6 x 15'-9" @ 18 #7 x 25'-6" <br />(�l 18, note 1 Existing edge of deck <br />REINFORCEMENT—BOTTOM OF SLAB <br />r. <br />1/4 = 1' <br />w <br />NOTE: <br />THE CONTRACTOR SHALL VERIFY ALL <br />10 <br />CONTROLLING FIELD DIMENSIONS <br />Note: Left slab widen shown, right slab widen similar except as noted. <br />BEFORE ORDERING OR FABRICATING <br />1. <br />ANY MATERIAL. <br />SOUTH STOCKTON WIDENING <br />DESIGN BY CXECKED <br />R. Coria Phuong M. VD <br />STATE OF <br />DIVISION OF ENGINEERING SERVICES <br />STRUCTURE DESIGN <br />BRIDGE NO. <br />MUNFORD AVE BRIDGE (WIDEN) <br />- <br />" <br />N <br />29C-0377 <br />BY CXECKED <br />DETAILS L, wan R. Coria <br />CALIFORNIA <br />17 <br />POST MILE <br />DEPARTMENT OF TRANSPORTATION <br />DESIGN BRANCH <br />as <br />miEast <br />SLAB REINFORCEMENT <br />OUANTITIES BY ° <br />Pch-u° <br />R. Coria Phuon M. Vu <br />O.F SR 99 <br />STRUCTURES DESIGN DETAIL SHEET (ENGLISH) (REV. 09-01-10) <br />ORIGINAL SCALE IN INCHES UNIT: <br />3586 <br />DISREGARD PRINTS BEARING <br />REv1110N oat SHEET OF <br />s -6-i, 8 1 3 <br />FOR REDUCED PLANS 0 1 2 3 PROJECT <br />NUMBER & PHASE: 10000004091 CONTRACT NO.: 10-3A1001 <br />EARLIER REVISION DATES <br />F[LE _> 29c-0377-o-girl-reinf-tlgn <br />