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HomeMy WebLinkAboutR-398128160'-9" MODIFIED SINGLE SLOPE TRAFFIC BARRIER BARRIER TO GUARDRAIL CONNECTION S E a LO N co I 0 N N 0 a Q i3 0 C _-- - ° ` EXIST. BRIDGE COL UM �� COL UMN EXIST 3 0 �, AND FOOTING,TYP 4 HOOPS 4 BRIDGE COLUMN © 1 6 " HOOPS 9 " � 7 ` NOTCH BARRIER AT COLUMN WHERE REQUIRED. 1%2" EXPANDED POLYSTYRENE BETWEEN C #5 X CONT. BARRIER COLUMN AND i BEGIN BARRIER 47.68 LT. � U) I z � 03 T ' CA T � C)?', '; -;u o LUMINAI MOUN�,ED ON a ;f d Qn TOP Of BARRIER, `r 3 C) LOCATIONS. IL An r\ r �4 t t t t t s 65+00NE y} f � t 1 s. 3 �t CONSTRUCTION t TOP OF ROADWAY EXIST 3'-0" 0 COL UMN --` ANCHOR ROD ASSEMBLY PER C. 0. R. STD. PLAN 117.2 Q, n„ 10 - #5 x CONT. END 2" SHY OF COLUMN AS NECESSARY �9rN/C17J� SCALE: %2" = 1,-0), #4 HOOPS (OR 2 - U-BARS) ® 1 '-6" OR AS SHOWN IN SECTION VIEW • • • -• 6r%wSCALE IN FEET 66.1-00 EXIST. 3'-0" 0 COL UMN 5 - #8 x 9'-0" CENTERED ON COLUMN WHERE BARRIER BLOCKOUT REQUIRED \-VERTICAL BACK SINGLE SLOPE 10 - #5 x CONT END 2" SHY 2'-0" 01- CONCRETE BARRIER OF COLUMN AS NECESSARY BLOCKOUT AT COLUMN WHERE REQUIRED SECTION SCALE. %2" = 1'-0 11 0 END BARRIER + T 5_.S 47.51' LT. BTM. OF BARRIER BACK OF BTM. OF SIDEWALK BARRIER #8 X 9'-0" (WHERE BLOCKOUT REQUIRED AT COLUMN) AND #5 X CONT SECTION / li SCALE. %2" = 1'-0" #4 HOOPS 4 - #4 © 1 '- 6 " HOOPS © 9 " BACK OF SIDEWALK #8 X 9'-0" AND 115 X CONT. �/- 114 HOOPS (OR 2 - U-BARS) @ 1'-6- OR AS SHOWN IN SECTION VIEW (2 COL UMN SECTION SCALE.• %2" = 1 '-0" 1. MODIFIED SINGLE SLOPE BARRIER SHALL BE CAST —IN —PLACE, EXIST. 3'— 0 " 0 BRIDGE COLUMN 2. ANCHOR RODS FOR LUMINAIRE SHALL BE CAST INTO BARRIER. #5 X CONT. 'TAPER BARRIER 4-#5 X 2'-0" 8.1 EACH SIDE SURVEYED: JFS DRAWN BY: XYW DESIGN BY: XYW CHECK BY: SJW PROJ MGR: LBM • , x J, #7 �� o� w HanmiGlobal Partner 10230 NE Points Drive r Suite m 0 It �'� �d, ea�b;aeton s � roe �° Phone: (425) 822-4446S, AL 3 �1 FAX: (425) 827-9577 jONAL �...� mnr.otak.com :; CITY OF RENTON Public Works Department APPD FOR CONSTRUCTION gY: DATE: /� / T�fF HIGH LANDS TO LAN D I N G PEDESTRIAN CONNECTION PROJECT CM-1070(007) MODIFIED SINGLE SLOPE BARRIER PLAN AND DETAILS DRAWING NO. 4.09 PROJECT. 317 FED AID NOO. CM-1070( 007) DATE: June. 2013 SHEET NO. 22 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE