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i <br /> i <br /> Length for payment E/ectroller <br /> Length for payment <br /> for Tubular Hand Ral/Ing (81cycle) <br /> '-35'- " '-0l'-0 '-p of Choln L/nk Ral/Ing Type 7 <br /> 30min l0 -0max mn max mn 8 -0max 2 <br /> (If required) <br /> When adjacent to deck or wall Joint xx <br /> 8C See Tube Sp/ice Detoil s <br /> l„ 5" tYP -I Rall caps !'_6„ l„ c!r <br /> R=3'-4" � � � �i <br /> See "Cha1n Link Railing <br /> '-"'--"-- -' Type 7" sheet for details <br /> CA <br /> NOTES <br /> j <br /> I. Golvonlze roll assembly after fabrlcatlon. <br /> 1 <br /> 9" min 2. Post shall be normal to rolling. <br /> 0 <br /> R- 2'-5" Omit chamfer at e/ectroller RaJI cap <br /> Electroller anchor bolts 3. Rall tubes shall be shop bent or fabricated <br /> to fit horizontal curve when radius is <br /> less than 1000'. <br /> 4. Tube splices shall be located in the tubes <br /> spanning deck or wall joints. Increase Joint <br /> END POST ELECTROLIER DECK OR WALL JOINT CHAIN LINK RAILING TYPE 7 width In tubes to match expansion joint <br /> w/dth and increase sleeve length correspondingly. <br /> 5. Top rail tube shall be continuous over not less <br /> ELEVATIONZ-77- 60 than two posts except a short post spacing <br /> 3116 )' Is permitted near deck or wall Joints, electro/1ers, <br /> G or other roll discontlnultles as noted. <br /> a6" 8" min 6. F-of dete*9 end no# shown see <br /> -�T <br /> Ct I A O'Ij O�ETC--r-D <br /> f,iT{?-OTTJ4. <br /> RAIL CAP %2" or match deck joint 7. See project plans for limps of tubular hand <br /> (TS 3 x 3 x .1875 similar) railing. <br /> 8. Th/s plan has been converted from Caltrans Metrlc <br /> 601 Post Pocket- 3 „ standards to Eng/Ish units by Quincy Engineering, Inc. <br /> Parapet= 1" dia Bait Sleeve TUBE — WELDED SPLICE <br /> TS 3 x 3 x .1875 Tube Post Edge of slotted hole <br /> ��yk A�� el <br /> VIEW G— G G G N <br /> 0 <br /> TS x3x .1875 <br /> %6" x 4%2" Slotted hole TS 3 x 3 x 1875 <br /> Rall tube N <br /> Sleeve L <br /> Roadway <br /> face <br /> TS 2 x 2 x .1875 post ` Mortar 0 <br /> VIEW H — H H TS x3 x .1875 Y" d1a vent L <br /> v• � � <br /> . 8Ic f <br /> o <br /> *4 700�, Total 2 Tack weld _%" dla nut Inside SECTION Rall tube <br /> v. <br /> of sleeve for 3/" dlo hex Q <br /> 2- *4 x 2'-6" <br /> bolt with lock washer Sleeve formed of 316" R G Ln <br /> o <br /> o bent thus , for s//ding <br /> 4" x 5" x 0'-9" fit Inside of rail tube <br /> I Ln 511 Or 5" dla x 0'-9" Post, vertical <br /> post pocket TS 2 x 2 x 1875 CD <br /> 2" 4" 8" min " dla Holes near and <br /> for side <br /> 4„ SLEEVE N <br /> Notes: SECTION A— A <br /> dIa Nut tack <br /> TUBE SPLICE DETAILS welded to sleeve may be <br /> ELEVATION <br /> POST ANCHORAGE DETAILS replaced by dr/l/ed and ( ,,,�, QROFESSIpyq� o <br /> (TS 3 x 2 x .1875 slml/or) topped hole /n sleeve. RAIL CONNECTION DETAILS REGI"D CIVIL ENGINEER �O Fac <br /> � Jeff W. Olson ?� z <br /> PLANS APPR6VAL DATE No C42728 <br /> QUINCY ENGINEERING, INC * Exp 3-31-04 * a <br /> 3247 Ramos Circle13 sTgTF OF CAUF���\ w <br /> Sacramento, CA 95827 - 2512 <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE TUBULAR HAND JACK TONE ROAD BRIDGE SHEET TOTAL U <br /> NO. SHEETS <br /> JEFF O1,50N 5io2 P . I MAL sio2 �f�,�o, � ;, Z COUNTY OF SAN J OAOU I N NO SCALE RAILING ( BICYCLE ) AND OVERHEAD 0 <br /> �✓ r��U BRIDGE N0 . 29C -041 1 35 41 <br /> FILE NAME I DRAWER ISHEET N0. ACAD REVISIONS DATE <br /> I <br />