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It <br />X <br />M <br />X--- <br />0 <br />*5 cont <br />mmetrIcal about <br />X/00 BrIdGe / .1-1 1-11 9ft <br />W16X50 <br />15"60 <br />14100 11611 Ll <br />*5 La /j N, -10 .0 + +1 <br />412" BGy 4`20 BGy 42" Bay I <br />typ La Glrder /0 + +1 <br />+ +1 <br />TY8 (1yp) Proflle I <br />Ughtwelght concl we uu(;K Concrete Barrler + 1 <br />Interlor StrInger Grade Y4" 0 studs Uyp)i Type 27 (typ) xxx <br />X I <br />*C� Mt DetG11 4 1 P rnr,,p <br />See 'Concrete Barrler I i <br />per bGy X XXII20 (typ) <br />p e <br />Type 27'Sheet xxx 2' <br />*5 o 6 <br />P), <br />-2X <br />-2X <br />*4 cont —11Z <br />-------- ---------- - <br />I+ + + + + + + + --------------- -.,, ------------- <br />i A-, <br />I+ + + + + + + +1 1++ ++ ++ + +1 <br />1+ + + + + +1 1++ <br />+ + I ++I <br />Notes: <br />All Slab Relnf and <br />Barrler Dowels shG11 be <br />epoxy coated rebGr. <br />2. All Bolts shG11 be �18 " 0 <br />Hlgh Strength bolts. <br />IndIcates Panel PoInt <br />x DotYt splIce, these <br />Relnf w1th1n 25-'O'of <br />1Z Plvot Pler 22. <br />xx 112" La V Center Brg. Top <br />of Web R- to top of Deck. <br />xxx Prov1de, V2 "open JoInts In <br />barrler o 2(Y spacIng on the <br />swIng span. <br />GIrder <br />'ell <br />z <br />16 <br />C <br />0 <br />zo CC <br />(\j <br />0 Ch (D Cv <br />OPZ� C <br />0 <br />C) <br />cc0 (a r- <br />7 0 < < <br />DetG11 J <br />y <br />V GIrder <br />X <br />DESIGN OVERSIGHT <br />L�n <br />SIGN OFF DATE <br />CX3 <br />L.n <br />(3) <br />FORM OC-OE-92-PF (REV. 3/88) <br />G Q'E: cc, Gz j 3 <br />'31011 <br />-qc <br />DIST COUNTY ROUTE POST VILES <br />I TOTALPROJECT <br />10 Si <br />10, Ad A01A <br />. %kwy I <br />REGISTERED CIVIL ENGINEER <br />hcv 1 5 1191 <br />PLANS APPROVAL DATE <br />IMBSE, N & ASSOCIATES, INC. <br />9833 Horn Rocd, Sulte C <br />Sccramento, Coffornla 95827 <br />+ + 1+ + + + + +1 <br />+ + ++I <br />X — 14 D G oove, typ WT5xl,3 <br />1+ +1 8,44 <br />+ #4 tot 2 +1 1 V2" Thk StIffener <br />U+ tj I+ xj/ 6N <br />per bGy 1 +1 <br />U+ W16x50 4x,3V2 xY8 + End Dlaphagm <br />L (typ) <br />/ `N� w16 <br />*5 tot 4 <br />per bGy <br />, I+ <br />J-J ------------------- <br />ol, /+ <br />+1 <br />I <br />------------------- I-1-:11 <br />121611 <br />GIrder PANEL POINT 2-5 <br />Detall 2 <br />OYU$ <br />t-OA111 IAL I'LAN <br />6NxV2 " StIffener <br />r-+ <br />'IN 1�=�iL --------- <br />LL ------- ------------ <br />I �81` Gusset /8 <br />Z- 4x4xV2 <br />106" <br />PANEL POINT 6 <br />GIrder <br />TYPICAL SECTION <br />V2 H � roo nq <br />"LATERAL BRACING DETAILN <br />V2 " � //OM <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS DESIGN BY G. DINI <br />Senlor EnQlneer Date Ac)Droval Recommended By Date DETAILS BY <br />FILE NAME I B. MAECHLER <br />DRAWER SHEET NO. QUANTITIES BY G. D I N I <br />N 71 1� <br />6" miln <br />lyp 6" m1n V4 6# m1n <br />+1 <br />V4 � I <br />+ <br />+ <br />__j <br />+ <br />V4 +1 <br />+1 <br />I <br />+1 <br />6" m1n <br />DIAGONAL BRACING <br />WELD CONNECTION <br />No Scale <br />CHECKED <br />F. L I <br />CHECKED <br />G. D I N I <br />CHECKED <br />F. L I <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />GIrder <br />W. <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />53 <br />105 <br />ENN I S D. PECCH I <br />C 3 <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CIN <br />V2 " Thk <br />GIrder Web 12 <br />WT5x1J <br />8 " x -'14 <br />Brg StIffeners WT15x54 <br />v 77" <br />JN (lyp) <br />Glrder <br />---------- <br />WT15x54 <br />,78 Gusset /Z 2" mln <br />(typ) <br />y <br />Cnrip. (A//)) <br />/- 4x4xl2 <br />' 2 <br />m <br />v2 <br />ci + + //Oft C <br />&J C <br />+ + <br />--jv- <br />1147-r A// A nA—rAll -T <br />SECTION C-C <br />112 " - //0I, <br />it //()H - WT5x1J <br />112 <br />WT5x1J <br />V2# R N, <br />+ <br />\N <br />A t <br />-K <br />> <br />2,Y4 <br />WT15x54 <br />31' qyp) <br />GIrder <br />------- -L �4E L:--- <br />6 XV2 Gusset <br />StIffener <br />V2 # 7,7 if/ V2'N Cope (tyP) <br />3#�7 3# - <br />//01) //Oft <br />DETAIL I <br />/ //- " = 11r)" <br />V2m R <br />A <br />WT15x54 <br />(/YP) C GIrder <br />--y ---------- <br />--------- - <br />6"XV2 <br />StIffener <br />Cope Qyp) <br />< <br />WT15x54 <br />112 <br />B <br />311 2-� <br />//On //00 <br />DETAIL 2 <br />112 /1 = //0I, <br />V� <br />V2 <br />WT5x1J GIrder <br />WT5xlJ Gusset Z- 4x4xV2 GIrder <br />-4- <br />r <br />4- 4- <br />---------------- ------------ <br />f=7r - - - - - - - - - - - - - C\j <br />4- 4- <br />4- WT5x1J <br />WT5xlJ WT15x54 6"xV2 <br />Flange StIffener <br />WT15x54 <br />Flange 6,xv <br />2 SECTION B-B <br />StIffener <br />SECTION A -A V2 //On <br />/ V2 to = POU <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 />BRIDGE NO. <br />29C- o8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST VILE <br />TYPICAL SECTION <br />1 DISREGARD PRINTS BEARING REVISION DATES (PRELIVINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES >- 03-�,�08;,�06;Aj 11-17 <br />1,,"92 1,-13 1 -93 1 1 1 1 1 S36 S46 <br />