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DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />TOTALPROJECT NO. SHEETS <br />10 si 48 105 <br />X <br />X <br />gig <br />Ca <br />X --- <br />X <br />C <br />U <br />-0 DESIGN OVERSIGHT <br />1516" 1516" <br />3 spaces La -9/0"- 2710" <br />41611 <br />A <br />A <br />CIL <br />0 <br />Ln SIGN OFF DATE <br />0 1 <br />00 <br />0 <br />0-) FORM DC-OE-92-PF (REV. 3/88) <br />f, 5 6 2: C C) G (z-:7 <br />+ <br />BrIdGe <br />PILE LAYOUT <br />V4 � / / 0 0 <br />Y= <br />No. <br />bw <br />�� � Rest Pler <br />See "Pedestal Detall" on <br />"Rest Plers 21 & 23 Detalls" <br />sheet & HechanIcal, <br />"End Jack & Support Detalls" <br />sheet. <br />SECTION B-B <br />V4 <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />SenTor EnQlneer I Date AoprovalRecommended By Date DETAILS BY <br />I I E. MAECHLER <br />FILE NAME DRAWER SHEET NO. QUANTITIES BY M. BERGER <br />0orrentions By—, <br />No Change-p By -CVI <br />Date -?-� U9ro-a--- <br />Any Ferson Using This Drawing �§—ho­6�1d' <br />All information By inspectingThe Site (�4 Woti(. <br />A) <br />__44M AO PgAN A P,,;- <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATE S, INC. <br />9833 Horn Rocd, Sulte C <br />Sccramento, Cdlfornla 95827 <br />ENNIS D. PECCHII <br />Uj r" <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />0 C Nv\�� <br />Concrete pedestals for <br />End Support assembly, <br />See Uecl)GnlcGI Plans 1-9' Handrall <br />Edge of <br />Edge of <br />SwIng Deck BrIdge <br />Span Brg. Deck <br />y <br />--RestPler 21Sta 8+70 AL <br />RestPler 23 Sta //+/0 <br />1-9' HandrG11, typ <br />B <br />6 <br />A 4'IX GGIv Stl Elect Condult, <br />Pler 21 only (See "PGrtlal <br />Sectlon D-D' on 'Rest Plers <br />Q0 <br />Approach <br />P y 21 & 23 Detalls' sheet) <br />----------------- ----- ----------------------- <br />I I Z10 <br />------------- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />Rest Pler x 411 <br />-9 3/011 1 '3101t A <br />A 61611 61611 A <br />316' Handrall, typ c1r <br />jf6lf H11011 H11011 'if <br />x Llmlt of X6' h1gh Handrall. /ON 2-(yO11 //On <br />lyp each s1de. <br />For detalls not shown see <br />"HIscelloneous Detalls" sheet. <br />CHECKED <br />D . <br />PECCH I A <br />CHECKED <br />G. <br />D I N I <br />CHECKED <br />K. <br />GARC I A <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />-4 <br />/9N vpm v 1;)//— 11 rl f^ I r-) 1 0 <br />ff)f 9 V 0 Mul Lo UU1 v (ju, <br />Concrete BGrrler <br />not shown <br />Top of Pler <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 />,3710" <br />PLAN <br />V4 H = //On <br />C <br />o-- T- t3rldge <br />Expanded Polyslyrene <br />(Same thIckness as <br />beGring pad) <br />,Y4 " Exp. Jt. <br />F111er <br />C� ---a—VD <br />`>L(; I 1UN A -A <br />Z <br />V4 //Od SWING SPAN <br />BRIDGE NO. <br />29C- 108 BACON I SLAND ROAD BR I DGrr_* AT M I DDLE R I VER <br />POST MILE <br />REST PIERS 21 & 23 LAYOUT <br />DISREGARD PRINTS BEARING I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES 03�,408;;�06>4110� 11-12 <br />1,--"92 1,—`192 1,-`93 1,-93 1 -93 1 1 1 1 S31 S46 <br />/YP <br />NOTE: <br />For Sectlons & DetGlls see <br />"Rest Plers 21 & 2J DetGlls' sheet <br />