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DIST COUNTY ROUTE POST MILES <br />TOTAL PROJECT <br />X <br />X <br />WWLOL <br />*5 <br />- - - - - - - - - - - - - - <br />11 �fi <br />*9 R=75-' *9 top <br />Abutment Brg <br />*9 @ 9 <br />X --- <br />X <br />X <br />T B <br />WWLOL <br />I E <br />*9 outs1de face <br />d (tot 2) <br />*4 ��L�18 <br />SECTION B-B <br />V2 M = //On <br />*4HCC 18 <br />INC La 9 <br />0, <br />y_--- <br />SECTION C-C <br />V2 N = //OM <br />*9 0 9 <br />InsIde face <br />*5 , -, �/,_ �, 0 9 <br />*9 La 12 tot 16 <br /># 4 ��er <br />Jel <br />*4 ____j @ 18 <br />% 5 'N <br />r7 "J"OR D DRAWN(.3 <br />r3y <br />y LA_IdZz� , <br />�,r,,on Using T�is Drawing Shouid Verify <br />See 'Sectlon A -A" oecting The Site Of W01'k, <br />(/yp) <br />Concrete BGrrler WWLCL <br />not shown <br />REGISTERED CIVIL ENGINEER <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATE, S, INC. <br />9833 Horn Rocd, Sulte C <br />Sccrcrnento, Cd1for-n1a 9582-7 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />29 <br />105 <br />ENNIS D. PECCHI <br />N o — 32049 �o <br />Exp. 12/3 1 /96 <br />CIVIL /j <br />OF C , <br />15x4-'0'v 30 1"611 <br />*5 15 max *5 F-7 La 12 See <br />"Sectlon A -A" <br />See Road Plans <br />Abutmentl <br />*4 La 12 <br />0 0 <br />*5x3.,9,, 30 *5 tot 2 <br />0-3 <br />underdrGln <br />3-5 <br />see 130- 1 <br />*9 La 12 tot 16 <br />*5 InsIde face Co ncrete BarrIers not shown <br />*4 ____j Q 18 <br />outs1de face <br />T c <br />Note: <br />8" 0 PSP underdrGIn not shown. PlIes not shown <br />For locatlon see 'Abutment <br />LGyour sheet. WINGWALL ELEVATION *9 12 tot 12 outs1de face <br />C DESIGN OVERSIGHT <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />(p <br />V2 1,10N <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY J. MA <br />Senlor EnQIneer Date Ac)i)roval Recommended By I Date DETAILS BY E. MAECHLER <br />FILE NAME DRAWER I SHEET NO. QUANTITIES BY J. MA <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 />SECTION D-D For locGtlon of Sectlon D-D see <br />"Abutment / Lqyoutfl sheet <br />V2 0 " <br />J// Begln transverse slab relnf <br />1) E: U / I uly C -1: Abutment /-'J' vGrles <br />V2 0 219 <br />La 12 <br />*5 <br />See Road Plans varles <br />9 *9 La 12 <br />BB <br />A <br />8M 0 PSP <br />underdrGIn <br />y <br />0-3 <br />3-5 *6 tot J <br />*9XI21011 max <br />*8 0 12 varles v 12 <br />Q) <br />C\j <br />*4 La 12 Top of <br />RSP <br />OG (So <br />N_ <br />2 <br />Zj <br />F1n1sh <br />GrGde <br />(Di (Di <br />*9 <br />1 0 12 <br />9 L La 12 <br />*6 La 12 — Ik. <br />_*6 tot 9 <br />n q1 *7 tot 9 <br />L--- --- <br />*7 La 12 <br />*5 La 12 bothwGys <br />om1t under abutment wall - <br />116" 210" 2101' <br />71011 <br />Note: SECTION A -A -A <br />For locatlon of 'Sectlon A -A' <br />see "Abutment / Lqyour sheet. V2 28 <br />APPROACH SPANS <br />PREPARED FOR THE DENNIS D. PECCHIA BRIDGE I NO. 8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />29C- 0 <br />COUNTY OF SAN JOAQUIN PROJECT ENGINEER POST MILE <br />DEPARTMENT OF PUBLIC WORKS ABUTMENT I DETAILS NO, I <br />CU DISREGARD PRINTS BEARING 03- REVISION DATES (PRELIMINARY STAGE ONLY) SHEET 11 F <br />EARLIER REVISION DATES 0 8 - 06- 0�6- 10�,M 11-12 1 S12 S46 <br />0 11 2 3 EA 93 --93 1 -93 <br />(2-r (X, r- <br />