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r-4 <br />X <br />X--- <br />0- <br />Bridge <br />------------------------------ --- I ----- ------------------------------ <br />r -T r -1 <br />Gutter Supports <br />------------- <br />------------- <br />r] <br />k- <br />C Approach <br />Gutter <br />Span BrG <br />- --------- ------- ------------------------ --- ------------------------------------------ <br />Notes: <br />The gutter shall be fabricated from 0.135,"' <br />olv. sheet steel. The minimum radius shall be <br />Damaged portion of the ga1v1nIzIng and <br />welds shall be pGInted wIth zinc rich point. <br />2. The joints shall be water tight. The end or splice <br />connection may be crimped to f It. <br />J. Gutter support shall be galvonIzed after fabrication. <br />F <br />Guhter LOL <br />PedesItal for End Support Assembly - 314 N min <br />9 5 varies <br />DIST COUNTY ROUTE <br />10 S i <br />b0i w ) 09 <br />RE&STERED CIVIL ENGINEER <br />'% � V 1 5 1; �")'j <br />PLANS APPROVAL DATE <br />POST MILES <br />TOTAL PROJECT <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Road, Sulte C <br />Sacramento, Californic 95827 <br />SHEETI TOTAL <br />NO. SHEETS <br />36 1 105 <br />ESSIOIV4� <br />ENN IS D. PECCH I <br />U-j <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF C <br />Support <br />211 NO Expansion Anchor w1washer <br />4 2 <br />J 1,2 & nut, 5" minimum embedment, <br />Galvanized, (total 4). <br />PLAN <br />Sealant, Typ 7 <br />V2 <br />along gutter <br />V2 & /P- <br />Bridge //9/ <br />2 La 710,'-' -1410" (Gutter Sections) 2 La 710,"' -14101" (Gutter SectIons) <br />-C 11211 11611 1 11611 611 '3 92 3/3" - 9'-91*'(Gutter Supports) 21711 r2 �81NO Vent Hole <br />2-711 3/3" - -9/9" (Gutter Supports) 6 1 <br />X-4 <br />V2N0 Expansion Anchor w1washer <br />Support, (typ) 4V2 3 9/-' 4V2 & nut, 5" minimum embedment, <br />V4 "End )P z-, A6. galvanlzed, (total 4). <br />Detail C �"J' V'j <br />(Typ each Gutter Splice V2,1 0 Bolt w1washer V2 <br />& nut, Ga1vGnIzed <br />end) <br />t <br />Li ---------------------------- <br />End of Gutter shG11 <br />extend to euGe 01 uu(;A Li <cP <br />Gutter <br />(typ). Gutter Splice End Lock Assembly h] "*"w— Gutter Supports <br />Tubular Guivu I Azed Welded Steel <br />Handrail CEj-jm- PIpe 61',9 Std. <br />See "Detall A" on "Rest Piers 21 <br />2-3 Details NO.1'sheet. <br />Detall B <br />------------------- <br />SwIng Span <br />Brg <br />ELEVATION <br />V2 H- //On <br />N <br />Galvanized P" Support <br />see 'PIpe Support DetGlls" <br />V4 <br />End Cap <br />�0 <br />-//-� -------------- i <br />TS4x3xO.l875 <br />SECTION <br />C Support 5 <br />S Ilce <br />P <br />C, <br />C, <br />- - - - - - - - - - - - - - - - 1 [ T - - - - - - - - <br />Sleeve <br />Galvanized End R <Seal weld end <br />Sealant V4 x12x112N 12 & sleeve to gutter <br />-------------------- .11. <br />A A <br />ry) <br />j <br />Galvanized End <br />+ <br />V4 <br />E see Uechanical sheets Seal weld end <br />nd Lock Assembly V2 �/P to gutter <br />/or u luil <br />SECTION E-E <br />DETAIL <br />B <br />/it = /'*Oft <br />= //0 <br />X <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS <br />DESIGN <br />BY Go D I N I <br />-'0 <br />Senior Enaineer I Date AwrovGl Recommended Bv Date <br />I <br />DETAILS <br />BY B. MAECHLER <br />DESIGN OVERSIGHT <br />I <br />--.Z <br />T3 <br />FILE NAME DRAWER SHEET NO. <br />QUANTITIES <br />BY <br />G. D I N I <br />1Z) <br />SIGN OFF DATE <br />L0 <br />FORV DC-OE-92-PF (REV. 3/88) <br />r3 C --c 0 cs <br />I <br />i,L <br />C" SuDc rt <br />- - - - - - - - - - - - - - - - - - - - - =-= - - - - - - - - - <br />7 <br />3V2 3 V2 <br />ELEVATION F-F <br /><Seal weld sleeve <br />to gutter <br />---------- ------------ SLEEVE <br />Sleeve <br />SPLICE riL—r All C <br />"Y <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />L ------ I <br />Galvanized Welded Steel <br />-'0' <br />Pipe 5" 0 Std. x <br />DETAJL C <br />3" = //ON <br />CHECKED F. L I PREPARED FOR THE DENNIS D. PECCHIA <br />CHECKED G. DINI COUNTY OF SAN JOAQUIN PROJECT ENGINEER <br />CHECKED F. L I DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES I I I I I I I C Li <br />FOR REDUCED PLANS 0 1 2 3 EA <br />Sleeve <br />511 - 511 <br />P'O' <br />V4 Nx2V2 N Bar, Bend 2 " 0 Expansion <br />�TV <br />to Shape Anchor w1washer <br />& nut, 5" minimum <br />embedment, <br />GGIvanIzed Welded Steel PLAN SECTION GGIvanlzed, (total 2). <br />Pipe 611 0 Std. PIPE SUPPORT DETAILS <br />V2 0 <br />APPROACH SPANS <br />BRIDGE NO. <br />29C- jo8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE REST P I ERS 21 & 23 DETA I LS NOn 2 <br />DISREGARD PRINTS BEARING I REVISION DA I TES (PRELIMINARY STAGE ONLY) SHEET I OF <br />EARLIER REVISION DATES 03�,Gj 08;�� 06�,4 10-22 S 19 � S46 <br />1,,--"92 1,492 1 -93 1 1 1 1 1 1 <br />