Laserfiche WebLink
Length for payment Luminaire <br />for Tubular Handrailing— <br />3 53 0 Min 9 -0 „ Max 12 0„ Min — 9 -0 Max 5 -0 Min — 9 -0„ Max 2 —05 I <br />Length for payment12 <br />TypeIWhenadjacenttodeckorwalljointofChainLinkRailin <br />BCow See " Tube Splice Details ” not require <br />Typ <br />7 <br />I <br />5 „Rail Caps 18 ”A 1 "CIr <br />I <br />See Chain Link Railing <br />Type 7 Sheet for details <br />1 /2 " <br />Max <br />1 . Galvanize rail assembly after fabrication .R = 30 ” <br />9 " Min <br />R = 40 "Omit chamfer at luminaire <br />A Rail Caps 2 . Post shall be normal to railing .Luminaire <br />anchor bolts 3 . Rail tubes shall be shop bent or fabricated to fit <br />horizontal curve when radius is less than 950 ' . <br />END POST 4 . Tube splices shall be located inthe tubes spanningLUMINAIREDECKORWALLJOINTCHAINLINKRAILINGTYPE7deckorwaIIjoints .Increase joint width in tubes <br />to match expansion joint width and increase sleeve <br />ELEVATION length correspondingly . <br />Post pocket = 600 5 . Top rail tube shall be continuous over not less than two <br />QL Parapet = <br />G posts except a short length is permitted near deck or wallQLTubepostjoints , electroliers , or other rail discontinuities . <br />6 „ <br />6 . See Bridge Plans for appropriate barrier concrete and <br />71 — — — —reinforcement details . <br />TS <br />1 TS 3" x 3" x 1 /4" Rail Tube I I L 7 . Limits of tubular handrai I ing shall be the <br />2 <br />11 <br />3 " x 3 " x 1 /4" <br />length between end of wingwalls along each0 . 6 " Vent side of bridge . <br />0) TS 2" x 3" x 1 /4" Ra i I Tube TUBE-WELDED SPLICE <br />1 CL Post , vert i ca I <br />00I <br />I ITSG <br />2 " x 3" x 1 /4 1 /4 f'L <br />G G Sleeve formed of Tack weld 0 . 4 " 0 nut inside <br />r - -i 0 . 25 " R bent thus n of sleeveeeve for 0 . 4" o hex <br />TS 2" x 2" x 1 /4" Ra i I Tube 1 for sliding fit bo I t w i t h lock washer . <br />L- _ inside of rail tube . <br />1 " 1 " 0 0 . 5" 0 Holes <br />near and far side . <br />H 2 " 4" 6 " Min <br />TS 2 x 2" x 1 /4 " I <br />Post SECTION A-A ELEVATION RAIL CAP <br />Roadway T <br />TS 3 " x 3" x 1 /4" similar ) Face SLEEVE <br />RAIL CONNECTION DETAILS NOTE : 0 . 4" nut tack welded <br />I to sleeve may be replaced <br />Existing Concrete 5SECTION by drilled and tapped hole in sleeve . <br />iBarrier <br />C Tube Barrier or tube postdost6for12Top 6 8 Min <br />4 for 8 Top <br />1 /2 " or match deck joint 1 /2 " x 5 " slotted holeI <br />Post ( TS 2 " x 2 " x 1 /4" ) <br />N <br />1 P 5 " x 1 /2 " x 9 "4' <br />Sleeve Sleeve <br />0 . 4 Bo I t VIEW H-H <br />Leveling 1 „ <br />Edge of slotted hole <br />nut <br />VIEW G-G <br />GTUBESPLICEDETAILesBAI41 "_0" Min E.„ <br />POST DETAILS <br />Provide <br />r, ctx+ns 13y <br />mortar pad TS 3 " x 3 " x 1 /4" r4 .'hangesBy <br />B B Drill and bond 2 — 3/4 " 0 threaded <br />Any Person This Drewhig ShoWd Verifyrodsin1 " o hole 12 " deep AN W*Vyn onn Ry ,nsC dit The SnP rY Wato <br />PLAN VIEW B-B <br />ANCHORAGE DETAIL Lower Sacramento Road Barrier Rail Improvement Br. No. 29C- 008 & Br. No. 29C- 138 <br />QoFESS/ <br />o <br />BEFORE EXCAVATING Revision Description Date By <br />Bove <br />CALL <br />SERVICE MARK THOMAS & COMPANY, INC.y Po-KAN CHEN Z DEPARTMENT OF PUBLIC WORKSUNDERGROUNDSERVICEALERTORIGINALSCALEININCHES <br />7300 FOLSOM BOULEVARD, SUITE 203 WNo. S 112 m800-227-2600 <br />TOLL FREE FOR REDUCED PLAN SACRAMENTO, CALIFORNIA 95826 0:a <br />2 WORKING DAYS BEFORE ALL 916) 381-9100 it Exp . 9 30 05 SAN JOAQUIN COUNTY, CALIFORNIA <br />3 <br />STRUCTURAL21S, <br />PPLANNEDWORKOPERATIONS011 <br />STRUCTURAL <br />cni F , <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVALRECOMMENDED DTE <br />SHEET TOTALC. <br />53006 R. TRIGUE. <br />B ko s oo4 <br />A <br />CCOUNTY OF SAN JOAQUIN SCALE: NO SCALE BICYCLE RAILING LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETSROSs/%4 ROCKWAY 5110104 s1 TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 49 64FILENAMEDRAWERISHEETNO. ACAD REVISIONS 7DATE