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HomeMy WebLinkAboutR-398119SIDEWALK JOINTS WITH %2" PREMOLDED JOINT FILLER AT 24'-0" MAXIMUM SPACING. ALIGN 0 iv E Z A 3 0 / 3 / 0 0 / U 4) O a Y N s 0 s U E d M N CO I 0 N N 0 a Q) v 0 FL BACK OF PAVEMENT SEAT FACE OF GUARDRAIL 1 '-10" MIN. '- 6" MAX. (TYP.) BACK OF PAVEMENT SEAT 6" BEVEL BOTH ENDS TOP OF SIDEWALK TOP OF ROADWAY 210 RGS CONDUIT PIPES (TYP.) OR SEE WIRING SCHEDULE FOR CONDUIT SIZE - ,.3 " MAX. i oo�nnc GUARDRAIL CONNECTION TO PEDESTRIAN BARRIER SEE DETAILS THIS SHEET. P 17AW BLOCKOUT FOR CONDUITS ��� EDGE OF DECK-J 4.0 VARIES - 6'-0" TO 9'-6" SECTION ADJACENT EXP. JOIN T" (TYP.) + DUMMY JOINT � DUMMY JOINT PEDESTRIAN BARRIER BARRIER CONTINUOUS BETWEEN DECK EXPANSION JOINTS. CONSTRUCTION JOINTS WITH SHEAR KEYS ARE PERMISSIBLE AT DUMMY JOINT LOCATIONS. FORM JOINTS BETWEEN DUMMY JOINTS SHALL NOT BE PERMITTED. 1— 2 B3 I #4 -� CONDUIT DEFLECTION FITTING A (TYP.) 3'-0" BLOCKOUT FOR CONDUITS S3 E 5 - 15 SPA. 9" ® 6" = 7'_6" B1 #5 ® 9" S4 #4 & FB-2-1 #4 ® 1 '- 6 " MAX. ELEVATION TOP OF DECK BOTTOM OF DECK [:S3l W115 © 9 " MAX. INSIDE BARRIER FACE WITH BARRIER JOINTS (TYP.) SEE PEDESTRIAN BARRIER DETAIL DRAWING 4.04 FOR DETAIL. PROVIDE 5 - 7/8 "0 ROCKET/KOHLER F-50, LANCASTER MALLEABLE, OR DAYTON/RICHMOND F-62 FLARED THIN SLAB FERRULE INSERTS OR APPROVED EQUAL (TYP). RESIN —BONDED _ ANCHORS MAY BE SUBSTITUTED. 3 j2 TOP of � SIDEWALK FOR RAILING ANCHORAGE DETAILS SEE DRAWING 4.06 AND 4.07 10" B4 #6 CONTINUOUS WITH 3'-8" MIN. SPLICE B2 I# I I FBT #4 CONTINUOUS WITH 2'-0" MIN. SPLICE (TYP.) 1j2 12 2-210 CONDUITS (WSDOT LIGHTING, C.O.R. LIGHTING) CONSTT, JOINT WITH ROUGHENED SURFACE - FORMED DECK EDGE E S4 I vjt— TAIL OF TRAFFIC BARRIER AND BOTTOM OF SOFFIT TO BE FLUSH — SEE OTHER PLAN SHEETS FOR DETAILS s 10 j2 " 8" * MIN. HEIGHT. PEDESTRIAN BARRIER HEIGHT MAY VARY IF REQUIRED TO PROVIDE A SMOOTH PROFILE. 1 '-6" 4" � TOP OF ROADWAY W-BEAM END SECTION DESIGN 'F" (SEE STD. PLAN C-7) OUTSIDE ELEVATION (WHERE SHOWN ON LAYOUT) 6'-6" SIDEWALK VERTICAL I B1 #5 N S3 T#5 `— FORMED BARRIER EDGE 314 " CHAMFER! OR %2" HALF ROUND DRIP GROOVE (TYP.) TYPICAL SECTION SHOWN ON BRIDGE -0.015FT/FT { �o -7- I I [� SURVEYED: JFS M v%.E1s J' #7 �s DRAWING NO. 4.03 DRAWN BY: XYW ls��, a � r d� CITY OF RENTON HIGHLANDS TO LANDING DESIGN BY: XYW co �� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO. 31796 CHECK BY: SJW FlanmiGlobalPartne( FED AID NO. CM-1070(007) 10230 NE Points Drive y APPROV Suite tees�5633D FOR CONSTRUCTION PEDESTRIAN BARRIER DETAILS 1 OF 3 DATE: June. 2013 PROJ MGR: LBM Erkkd►hington 98D33 ��'0 ti� ( ) aaL Gti SHEET NO. 16 OF 44 Phone: 425 az2-ems S BY: DATE: �/ NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 TONAL ~?i"1�' 7 < i �w.otak.com