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DIST COUNTY ROUTE POST MILES <br />TOTAL PROJECT <br />X <br />PQ <br />X - - - <br />X <br />X <br />HydrGullc Hose ---`\ <br />Jack Anchor /11" <br />��Z*eorx-z 0 <br />Cap Screws <br />End Jack <br />Jack Head <br />MechGnlcG1 Actuator, <br />LImIt SwItch and Condult, <br />2 per End Jack <br />0 0 <br />V2 " Uquld-tlGht 0 <br />Condult <br />/` Anchor Bolts <br />N** <br />Extended <br />Jack Head <br />tA-- <br />Lel <br />N <br />X <br />X <br />Ee <br />See "BushIng Detall" <br />on 'End Jack and <br />Support Detalls" sheet <br />Llmlt SwItch <br />rr". n <br />Hydraullc Jack <br />8"Ox8V4 " Stroke <br />Bolts & Nuts <br />A <br />DrIll and <br />Tap 2" 1? <br />DESIGN OVERSIGHT <br />C <br />SIGN OFF DATE <br />Ln <br />0 <br />00 <br />LO <br />(D FORM OC-OE-92-PF (REV. 3/88) <br />o C, <br />-9 <br />Support E <br />214H <br />G I r d e r <br />CylInder Support Bracket <br />+ -4�/ . Support Bar, see "Support Bar <br />0 0 0 Detall' on 'End Jack and Support <br />.. . .... .... .. ... Detalls" sheet <br />0 <br />V End Dlaphragm <br />0 <br />� SwInG Span Brg <br />X <br />0 0 0 <br />PLAN <br />IV2 0=1100 <br />(� Glrder <br />— A <br />.00 <br />-314 "x10 UNIC stalnless bolt, 3" long <br />w1th lock washer, tot 2 <br />(Z0,0 11 fik"a noffllill 'if-) <br />Jack and Support Detalls" sheet <br />0-- SprInG, /" ID, 6" free length, <br />/00 lbslln, square ground ends, tot 2 <br />%'VO UNC stGlnless studs, <br />3" long, /" embedment, tot2 <br />See "Cyllnder Support <br />Detall" on 'End Jack <br />and Suport Detalls" sheet <br />See "End Jack Base'on <br />"End Jack and Support <br />Detalls" sheet <br />Top of pler <br />A <br />Anchor Bolts for locatlon of anchor <br />bolt holes see "End Jack & Support <br />Detalls' sheet <br />ELEVATION A -A <br />612 B <br />DESIGN BY CHECKED <br />R. FULLER J. M. W I TTE <br />DETAILS BY CHECKED <br />G. I MBSEN R. FULLER <br />QUANTITIES BY CHECKED <br />R. FULLER J. M. W I TTE <br />ORIGINAL SCALE IN INCHES <br />FOR REDUCED PLANS <br />Full Thread Length <br />A <br />Crown — <br />24"-P— <br />Threads to match end Jack rod thread <br />I F <br />JACK HEAD <br />311-1,0, <br />3x4 L-2" Ig fasten w12" - <br />381 " Cap Screws w/Lock Washers <br />SwIng span brg <br />i <br />Supp rr Bar <br />0 0 <br />V2 Llquld TIGht Condult <br />I F <br />IV2 Nx2l" Stroke CylInder <br />HydrGullc Hoses <br />wlElbow Connectors <br />2 grout <br />Concrete pedastal, see "Rest Plers 21 & <br />23 Detalls' sheet for detalls not shown. <br />Top of pler <br />A <br />EP E�] EP <br />P' Anchor Bolts ELEVATION B-B <br />IV2 0-//01) <br />10 si <br />REGISTERED MECHANICAL R <br />40V 1 5 jq;! <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Rocd, Suite C <br />Sccrcmento, C(iffornic 95827 <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />73 <br />105 <br />�V31ESS/44� <br />ICHARD T. FUL E <br />No. MI 1488 <br />Exp.9/30/95 <br />CHAN C <br />OF C <br />1�,-CORD DRAWING <br />nrrpctions By — <br />Chan , By <br />-Ite 2=v <br />Ary Pprsokn Usinq This <br />1! 9 -S �0- ujd Verify <br />r.,,r. �'�4 WnrL <br />PREPARED FOR THE RICHARD T. FULLER <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 />MECHANICAL <br />BRIDGE NO. <br />29C- io8 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE END JACK & SUPPORT ASSEMBLY <br />DISREGARD PRINTS BEARING I REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />EARLIER REVISION DATES P3-,^8-,KjO6];,"I 0-2� 1 1 1 1 1 M 10 M 13 <br />1,-�'92 1,--'9-2 1,-"93 1 <br />ctmech.bdr <br />