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HomeMy WebLinkAboutR-398123END SECTION VARIES TYPICAL INTERIOR SECTION (VARIES), 20'-0" MAX. E a N co i d- 0 N N O CD a a 0 0 FL PERMISSIBLE JOINT IN TOP RAIL BEND BEFORE ANODIZING SEE "END DETAIL" ON DRAWING NO. 4.07 - 2„ 3 Y2 " DRIVE PIN 18 � RESIN BONDED ANCHORS OR ANCHOR BOLTS M 6" 2" BALUSTER SPA. 8 MAX. DIVIDED EQUALLY) NCHOR SPA. 1 '-4 " MAX. R = 7,9" (SEE NOTE) 4" 1 4 ", BALUSTER SPA. © 8 " MAX. RESIN BONDED ANCHORS OR ANCHOR BOLTS 8" 8" ANCHOR SPA. @ 1'- 4 "MAX. 6" + "E" (SEE NOTE) PARALLEL TO GRADE (TYP.) -� TOP OF ROADWAY AT CURB LINE ELEVATION BALUSTER AND GUARDRAIL SECT/ON ATTACHMENT DETAILS NOT SHOWN TYP. EACH END BALUSTER FOR ALL RAIL SECTIONS. RESIN BONDED ANCHORS OR ANCHOR BOLTS (BURR TUQg-e n 16 rTgr? EXPAN BAL US FOR T (TYP.) 4 J-a 8" BALUSTER & ANCHOR SPACINGS SHOWN ARE MAXIMUM ALLOWABLE. VARY AS NECESSARY ADJACENT TO BRIDGE EXPANSION JOINTS. SEE "GENERAL DETAIL " THIS SHEET. C DUMMY JOINT NORMAL TO TRAFFIC OR GRADE (TYP.) ( PEDESTRIAN BARRIER — — — — — — H- 13/8 " 0 HOLE THROUGH COVER iE & EXTRUDED CHANNEL (TYP. EACH BA US TER) " TYP. EXCEPT A T EXP. JT. NOTES 1. PIPE RAILING, PIPE RAILING SPLICES, COVER PLATES AND BOTTOM EXTRUDED CHANNELS SHALL BE BENT TO THE HORIZONTAL CURVE WHERE THE RADIUS OF CURVATURE IS LESS THAN 200'. THESE ITEMS MAY BE HEATED TO NOT MORE THAN 400'F FOR A PERIOD NOT TO EXCEED 30 MINUTES TO FACILITATE FORMING OR BENDING TO HORIZONTAL CURVATURE. 2. SHOP DRAWINGS OF RAILING SHALL BE SUBMITTED FOR APPROVAL SHOWING COMPLETE DIMENSIONS AND DETAILS OF FABRICATION AND INCLUDING AN ERECTION DIAGRAM. MATERIAL SPECIFICATIONS SHALL BE PROVIDED IN THE SHOP DRAWINGS FOR ALL COMPONENTS. J. CUTTING SHALL BE DONE BY SAWING OR MILLING AND ALL CUTS SHALL BE TRUE AND SMOOTH. FLAME CUTTING WILL NOT BE PERMITTED. 4. WELDING OF ALUMINUM SHALL CONFORM TO STD. SPEC. SECTION 9-28.14(3). 5. ALL ALUMINUM PARTS SHALL BE GIVEN A CLEAR ANODIC COATING OF AT LEAST 0.0006" THICK AND SEALED TO MEET THE REQUIREMENTS OF ASTM B 580 WITH A UNIFORM FINISH. 6. PIPE RAILING, PIPE BALUSTERS AND PIPE RAILING SPLICES SHALL BE ADEQUATELY WRAPPED TO INSURE SURFACE PROTECTION DURING HANDLING AND TRANSPORTATION TO THE JOB SITE. a PROVIDE EXPANSION RAIL SPLICE AT TRAFFIC BARRIER EXPANSION JOINTS. RAIL SPLICE JOINTS ARE NOT REQUIRED AT TRAFFIC BARRIER DUMMY JOINTS. LOCATE ON OPPOSITE SIDE OF TRAFFIC. DRIVE PINS SHALL BE DRIVEN FLUSH WITH THE OUTSIDE FACE OF THE RAILING. NOTE.• "E" DIMENSION SHALL BE EQUAL TO OPENING OF TRAFFIC BARRIER EXPANSION JOINTS. SURVEYED: JFS . , *Ert J. �t :; �- DRAWING NO. 4.06 DRAWN BY: XYW tiw4�wpF *t�lO ru CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796 DESIGN BY: XYW s' — Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) HanmiGlobal Partner CHECK BY: SJW 10230 NE Points Drive �+ APPRO D OR CONSTRUCTION DATE: June. 2013 Suite 400 p 45633 ,� BRIDGE RAILING TYPE BP DETAILS 1 OF 2 P ROJ M G R: L B M Mdod, Irashington gM rb$, L I ' Phone:((42)) 822-4446 OVAL �1 BY: DATE: 040/ SHEET NO. 19 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: 425 827-8577 r e3®�� www.otak.com