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d1a <br />CylInder <br />Rod Support <br />V11nder <br />1�12 "Bore x 21m Stroke---",) <br />CYLINDER SUPPORT BRACKET. <br />114m It, <br />1`2" 7" 7 3 <br />�Y6 < typ I <br />'Y8 <br />A <br />6 <br />x <br />-F ---------- <br />10 <br />­0 <br />8 <br />x <br />P8 H <br />Glrder <br />0 <br />+ + <br />o <br />0 0 0 <br />rip. <br />6 M 6m <br />V21$ <br />PLAN <br />SwIng Span t3rg <br />412m <br />El -WATION <br />x <br />DESIGN OVERSIGHT <br />LQ SIGN OFF DATE <br />Q) <br />rn <br />Lf) FORM <br />DC-OE-92-PF (REV. 3/88) <br />Ll <br />6H <br />318 <br />A <br />V2 <br />V8" 0 For <br />P-HS <br />Anchor Bolts. <br />DrIll & Tap for S.S. <br />V2 Cap Screws-SpGcInG to <br />Match Cyllnder Support Bracket <br />9!YI6 <br />1478 <br />1211 9M 10- <br />64", <br />................. . <br />EO. E0. 2V2 <br />1­1 + I— <br />I <br />2V2 <br />6�8 <br />SUPPORT BAR DETAIL <br />2,314"_ Grease Grooves, V8 w1dth tot 4 <br />A <br />8" d1a <br />Corrections By <br />lNo Chan <br />.)ate 03 <br />Any Person Using This Drawing ShoU� d Vorffy <br />information By inspecting The Site Of Wor*. <br />DrIll and Tap for <br />'Y4"-10 NC StaInless Bolts <br />Tot 2 places <br />R <br />DIST COUNTY ROUTE <br />10 S 1 <br />POST M�LES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />74 105 <br />ESS/0 <br />REGISTERED MECHANICAL-'C!�R <br />ICHARD T. FULL R <br />'NOVI 5 E <br />PLANS APPROVAL DATE No. M11488 <br />IMBSE N & ASSOCIATES, INC. Exp. 9/30/95 <br />9833 Horn Rocd, Suite C CHAN\C <br />Sccrcmento, Callfornla 95827 C Nv\� <br />P d1a through <br />V4 d1a hole Grease f1ttIng V4 p1pe thread <br />C) <br />Q) <br />rk <br />IV2 12V2 IV2 112 <br />SHAFT 1,'DETAIL <br />J 0 <br />EO E0 EO EO <br />V2 3% *v 6.006± 00,04 <br />END JACK BASE LaVATION <br />1�12 M=//OH <br />DESIGN BY <br />R. FULLER <br />DETAILS BY <br />G. I MBSEN <br />BY <br />QUANTITIES R. FULLER <br />9?116 <br />BUSHING DETAIL ---- ------- (318) <br />J H=r 0 a 1 (112) 4�121' R <br />< <br />NG <br />(112) <br />DrIll and tqp for <br />(112) ------- 6�4 . . . . . . . �% "-/0 UNC staInless <br />steel studs <br />(112) <br />018) 7 11 ca <br />L j <br />DrIll and Tap <br />for381 Cap Screws <br />64� <br />0 0 <br />381 Bronze )F-4"xY0" 3 6 <br />4-Requlred, each Fastened <br />w112-318-16 UNFxl" Brass 14 <br />Flat Head Mach Screws <br />A8 "Bronze #!-4"x,,f0N <br />2-Requlred each Fastened SIN to sult rod s1ze YOKE DETAIL <br />wl/6-318" 16- UNCxl' Brass =// 0 <br />r- J __L <br />I - - I A A A J it <br />� <br />f ful 1C7U(_1 mucd/ 3(;rUW4!i <br />4-,Y8 "Cap Screws, 0 0 V2 4"X10" <br />S.S. wlLock Washers <br />CYLINDER ROD SUPPORT. <br />V8'dlG through, <br />each end <br />151 <br />16 110 <br />LOCK PIN DETAIL. <br />j 0 <br />26F8 <br />2V4 <br />CHECKED 3 'w 0 BRIDGE NO. MECHANICAL <br />J.M. WITTE PREPARED FOR THE <br />CHECKED RICHARD T. FULLER 29C- 108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />R. FULLER COUNTY OF SAN JOAQUIN PROJECT ENGINEER POST MILE <br />CHECKED <br />R. FULLER DEPARTMENT OF PUBLIC WORKS END JACK & SUPPORT DETAILS <br />I <br />ORIGINAL SCALE IN INCHES CU I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />FOR REDUCED PLANS DISREGARD PRINTS BEARING >. 103�-,951 08;��106];,410-22 <br />U 1 2 3 EA EARLIER REVISION DATES 2 2 ---"9 3 9 3 MI I M 13 <br />ctmech.bdr <br />