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X <br />X <br />X-- <br />X <br />X <br />#! -'14 " x 4 V2 " <br />'314 110 X 8m <br />studs La 12" <br />4V2" P-1211911 W- <br />SwInG Span <br />fla'd1menslons <br />Summer 2 IZ12 <br />SprInG P'314 <br />INInter 3 V8 M <br />V2"-'o Alr Rellef Holes <br />La '3`011 max spacIng <br />"14-'-'o x 8"studs @ 12"" <br />*4 L6x4x,318 <br />*6 La 9 <br />7 <br />X <br />-Fypl L5xJxJ18 <br />EXPANSION JOINT ARMOR DETAJL A <br />No Scale <br />Approach Span Brg <br />Edge of Deck SwInG Span BrG <br />I <br />b <br />Ln A A <br />B <br />B <br />B <br />B <br />r ------ 1 C <br />BrIdge <br />A C C <br />1 (10 <br />B B <br />B B <br />Ln A A <br />Edge of Deck --, PLAN <br />(Shown for Rest Pler 21 Rest Pler 2,3 slmllar) <br />V4 " = / / 0 " <br />PF-_00RD DRA- WINGIN <br />By <br />�'ln ('>ano By <br />Date <br />Anv Person Usinq This Drawmq Should VW4 <br />/� Iii -�jte k*�,f Wor� <br />Infor-ration By T�nsnec�tinqrlhp <br />C DESIGN OVERSIGHT <br />Ln <br />U SIGN OFF DATE <br />-0 1 <br />Ln <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />M <br />A <br />0 T C Lj7E- T TnTAI <br />� BrIdge = DIST COUNTY ROUTE Uj V I L L-3 L <br />*5 11 tot 5 End Lock TOTAL PROJECT NO. SHEETS <br />Approach D IV2 // 10 S 1 35 105 <br />Span Brg -*5x,3"0", tot 4 <br />DetG11 A AeA#JA <br />1"011", A Pj <br />A A 0 0 <br />0 REGISTERED CIVIL ENGINEER <br /><> <br />ENNIS D. PECCH <br />cr_ No. 32049 <br />PLANS APPROVAL DATE Exp. 12/31/96 <br />C\j IMBSEN & ASSOCIATES, INC. CIVIL <br />9833 Horn Road, Sulte C <br />(3) ScIcromento, CclIfornIc 95827 OF C N6� <br />F <br />For Anchor Bolt locatlons <br />see "End Locks" sheet <br />*5 tot 5 1�y <br />$I j,3 <br />2-'5' & varles 2-4" La BrIdge 214�12 1411 <br />4110�18 & varles Face of Approach J/0H For End Lock Assembly detolls not shown <br />Span Concrete & see "Rest Pler 21 & 23 Detalls No. 2' <br />End Lock Base END LOCK BASE sheet and Wechanlcal Plans" SwIng <br />END LOCK BASE Span Brg <br />SECTION D-D <br />-C M //Oil <br />SECTION C Approach SwIng Span <br />Q- It 1100 1 <br />Rest Pler Span Brg <br />For longltudlnal relnf see <br />Cc I <br />#9 tot 6 Detall A <br />"Longltudlnal ReInforcement <br />co <br />#4 tot /0 <br />Detalls No. 2, No.5 & No.6' sheets I <br />A <br />Steel GIrder <br />I)A <br />C\j C\j A not shown <br />4" FlIlet Gutter, for detalls <br />A <br />�'K Q) see "Rest Plers 21 & <br />2-3 DetG11s No.211 <br />*/0 La 9 � r� <br />sheet. <br />*5 <br />tot <br />End Lock Base -b 9/0" � @Q b <br />21OR ro <br />For detalls see N FGce of ApproGch <br />*9 tot 4 Span Concrete <br />"End Locksm sheet <br />51011 4110�Xg " m1n & varles <br />SECTION A -A 21611 <br />/" = ro" SwIng <br />Dlmensloo dependent Approach *6 La 9 Span Brg <br />Span Brg <br />Q- upon 'a" d1menslons. <br />Rest Pler <br />Q- <br />Q) <br />Cc For longltudlnal relnf see #9 tot <br />"Longltudlnal ReInforcement I <br />CX3 *4 tot /0 <br />Detalls No. 2, No.5 & No.6" sheets SwIng Span <br />A <br />Steel Glr�der <br />C\j not shown <br />c\j 4' F111et 9 Gutter, for detalls <br />Q) <br />cj see "Rest Plers 21 & <br />*/0 9 23 Detalls No.211 <br />sheet. <br />Q) <br />Z- - - - - - - - - - - <br />Q) <br />Q) <br />*4 La 18 *6x ///0" La 6 *9 tot 4 <br />*7 La 9 1z) <br />0 Q <br />*9 tot 4 <br />T- - - - - - - - - - <br />C\j <br />5/00 11'3N 4110�18 m1n & varles x <br />SECTION B-B <br />ro" APPROACH SPANS <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY CHECKED BRIDGE NO. <br />Senlor Englneer Date J. KRALOVEC G. D I N I PREPARED FOR THE DENNIS D. PECCHIA 29C-108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />ADpr oval Recommended By Date BY CHECKED <br />DETAILS B. S I NGLETON G. D I N I COUNTY OF SAN JOAQUIN PROJECT ENGINEER POST VILE <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY CHECKED REST P I ERS 21 & 23 DETAILS NO. I <br />J. MA C. F. YANG DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES CU DISREGARD PR'INTS BEARING REVISION DATES (PRELIVINARY STAGE ONLY) SHEET OF <br />FOR REDUCED PLANS EARLIER REVISION DATES >0 0 3 -��JO 8 -�,4 0 6:;�j 10 -:,� I I - 12 S18 S46 <br />0 1 2 3 EA --"92 1,-�'92 1,-"93 1,-�'93 1 -93 1 1 1 1 1 <br />ry) <br />V <br />IS tz-E 0 c�, r,- r� / (� (o <br />