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--------------------------------------------------------------------------------------------------------------------------------------------- <br />8"xl6"x2V2 " Elastomer1c BearIng Pads, <br />X tot .3. Center 10"x18"x0. 079" galvanIzed <br />sheet metal over top of pad. Coat top of 2111"x116"x4V2 "deep depressed keys, tot 4 <br />pad w1th grease. (See "ExpGnslon Bent Shear Key DetG11s" Bent <br />sheet) JoInt Seal Type "B" <br />-------- A-- (YR=1 V2 <br />Expanded <br />Edge of I Brg Polystyrene <br />----------------------------- ---------- --------------------------- ------------------------ y- cont tot 2 <br />Deck --------- <br />Edge of <br />Deck <br />*5 cont <br />A <br />6" FIllet <br />61011 61011 61011 <br />304 1 *5 [ tles La 6 <br />> <br />both wGys <br />///011 ///OM <br />X BrIdGe *8 tot 2 <br />PLAN <br />V2 H = //OM A <br />X--- <br />M <br />X <br />*4 Bar ChG1rs La 34- <br />transversely, and <br />4V2 + lonGItudInGIly -- <br />0 0 <br />29 <br />Level <br />I \1 --- ... - FININI IN, - <br />/" 0 PVC Plpe, 2 ea. La 5 places <br />(See "Restralner UnIt Detalls') <br />Proffle Grade 10 <br />*4x4**Om La ea. <br />bar chalr to <br />hold PVC PIDe <br />Q) <br />N <br />Stop InterferIng cap bars <br />*/0 (See 'Expanslon Bent Shear 2" from face of key <br />KPv Detall " sheet) <br />BrIdGe <br />For ReInforcement DetG11s not shown <br />ELEVATION see "Approach Span TypIcal Sectlon' sheet. <br />12 " = / / 0 <br />------------------------------- ---------------------------------------------------------------------------------------------------------- <br />Expanded Polystyrene & <br />HGrdboGrd, same thIckness <br />as bearInG pads <br />-------------- --------------------------------------------------------------------------------------------------------------- --------------- <br />N N <br />XX <br />--c <br />C <br />U DESIGN OVERSIGHT <br />C\j <br />'U <br />-0 SIGN OFF DATE <br />LO <br />0 <br />co <br />Ln <br />CY) FORM DC-OE-92-PF (REV. 3/88) <br />J Spaces La 5,2- - 24,'611 <br />PILE LAYOUT <br />V2 It = //Oft <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN <br />Senlor EnqIneer Date Api)rovalRecommended By Date <br />I DETAILS <br />FILE NAME DRAWER SHEET NO. QUANTITIES <br />BY <br />J. MA <br />BY <br />E. MAECHLER <br />BY <br />J. MA <br />30 -4 <br />CHECKED <br />G. D I N I <br />CHECKED <br />G. D I N I <br />CHECKED <br />C. F. YANG <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />,313H <br />A� <br />,/-- IF Bent <br />\-!Z 0 0 <br />-.4 <br />P11e bars <br />CO <br />-C <br />---c <br />DIST COUNTY ROUTE <br />10 Si <br />A"oks "A <br />REGISTERED CIVIL ENGINEER <br />Bent Brg <br />Ni0q i F; M3 <br />PLANS APPROVAL DATE <br />116" L34BSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Socr-cirento, Cdlfornlc 95827 <br />POST MILES <br />TOTAL PROJECT <br />*8 cont tot 4 <br />'/k RestrGIner UnIt <br />chamfer <br />-'10 0 <br />211111x1"6"x412 deep <br />depressed key <br />0 <br />*8 tot 7 <br />�*/o tot /3 <br />Ie 0 0 0 <br />X chamfer <br />SHEET1 <br />TOTAL <br />NO. <br />ISHEETS <br />34 <br />1 105 <br />V,9�ESS/44� - <br />ENNIS D. PECCH A <br />No. 32049 <br />Exp. 12/31/96 <br />J�x CIVIL <br />OF Ck <br />G"' 01 R" wU'-"' D R AW I N G <br />,i,v Person Using ThIs Drawing Should �*#y <br />9- r),:--,c.,1'nq TrieSite Of W(,)f* <br />/5/0 <br />410m J/011 <br />La 6 stIrrups <br />place normal to � Exp <br />Expanslon Bent bent.Stop face of key. <br />SECTION A -A, <br />. 1. <br />-14 U Bent <br />15101, /0-101, /01,011 /5/0" <br />/IV <br />116H <br />*5 oa 6 UmIts of sawcuttlng <br />tot 4 for JoInt seal. Top of Deck <br />0 FVC Plpe <br />0- <br />30-6 <br />Spreader Unit-------'! I BO- <br />See Note 2 <br />ELEVATION <br />Grease outer <br />Surface of PVC <br />Deck JoInt <br />5x410' total 4 <br />GGIv. Cable <br />tot 2 <br />Double Restr(71ner <br />---------------------------- ------- <br />----------------------- <br />Sealends of <br />PVC P/Pe <br />Expanslon JoInt fIlter (typ) <br />spreader. Wrap un1t w1th <br />duct tape. 116" Notes: <br />/. Seal ends of PVC Plpe. <br />PLAN 2. I-'O'max. grease outer surface of PVC. <br />RESTRAINER UNIT DETAILS <br />NTS <br />PREPARED FOR THE DENNIS D. PECCHIA <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />DEPARTMENT OF PUBLIC WORKS <br />I I I I I I I CU <br />0 1 2 3 EA <br />APPROACH SPANS <br />BRIDGE NO. <br />29C- Io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE EXPANS I ON BENTS 6. 1 1 v 16 DETA I LS <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES 0 3 �� 0 8;�� C 10-,?� 11-12 <br />S17 S46 <br />1,,--92 IZ193 1,493 1 -93 <br />/ -3 0 C-1 tE�- �3 /S-7 <br />