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C� <br />ru <br />x <br />x <br />--AV <br />z 6 4 417 Z1-11111- 7 Z X7 V7 Z-1-1 Z-17 z <br />A <br />+ I LI I I I I I !/)i <br />I I I I LI I I I I I I I H I I I I 1��- <br />�A <br />Vi, <br />DIST COUNTY ROUTE <br />10 si <br />REGISTERED CIVIL ENGINEER <br />POST MILES <br />TOTAL PROJECT <br />Bent <br />A tdv 1 <br />PLANS APPROVAL DATE <br />L�n 11MBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />+ Sccrcrnento, Ccillifor-nic 95827 <br />�0' <br />CQ <br />—4� <br />�4 <br />A A <br />�41 <br />++ + <br />LO <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - <br />Vi <br />_Y4 " 0 x 2`01" Deformed <br />Bar Anchors Qyp) <br />L 4x4x�& x2"7111 (TYP <br />Bents 6, //, 16) — <br />C DESIGN OVERSIGHT <br />U <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln FORV DC-OE-92-PF (REV. 3/88) <br />0) <br />"14 // 0 x 21011 <br />Deformed <br />Bar Anchors - <br />V4 // <br />IN. <br />Slab, exspGnslon <br />slde <br /><or full penetratlon <br />butt weld, Typ. <br />JoInt F111er N <br />I <br />V V y y V V V V V V V llx� \/ 'Ile, 11Z V V <br />SECTION A -A <br />12 "-' Expanded Polystyrene <br />SHEAR KEY REINFORCING DETAIL <br />'3// = /.V/ <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN <br />Senlor EnQlneer Date ApDroval Recommended By Date <br />FILE NAME DRAWER SHEET NO DETAILS <br />QUANTITIES <br />f3e_zoc_,<_: S )<�q <br />Cap <br />BY <br />G. DINI <br />BY <br />G. I MBSEN <br />BY <br />J. MA <br />Bent <br />11611 <br />cont tot 4 *4x11211 tot J per key <br />r""' B r g <br />No - <br />*4 [] tot 4 per key <br />cover on bottom <br />6' F111et <br />*8 tot 2 <br />*/0 tot 26 <br />CHECKED <br />D. PECCH I A PREPARED FOR THE <br />CHECKED D. PECCH I A <br />G. D I IN I COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />CHECKED <br />C. F. YANG DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES I I I I I I I 'CU <br />FOR REDUCED PLANS 0 1 z 3 1 EA <br />0 X** <br />DEPRESSED KEY <br />_'14 // = //0// <br />For d1menslons notshown <br />see Bent Detall Sheets <br />BRIDGE NO. <br />29C- 108 <br />POST MILE <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />37 <br />105 <br />AV'91ESS/44� <br />1�15;� <br />ENNIS D. PECCHI <br />A <br />LLJ <br />Of No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />0 c <br />F CN <br />r <br />D R Afti N <br />1, his Drawing Shouitt'�044Y <br />cl��te (A w0f*' <br />i <br />*5 L tles La 6" <br />along Bent <br />/5/0" <br />*6 La 6" stIrrups <br />place normal to C Exp <br />bent. Stop face of key. <br />APPROACH SPANS <br />BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />EXPANSION BENT SHEAR KEY DETAILS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES 0 -7 �'4 10- 1-12 S20 S46 <br />,-"'92 1, 92 >931,z?31I -93 <br />