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HomeMy WebLinkAboutR-394634GENERAL NOTES ►A w N 0 N N 7D z c� 0 00 0 0 0 0 0 z c� w 0 w 0 0 0 0 a 0 00 0 z 0 z w w co c� w 0 w w i (TYP) CITY TO ROTATE EXISTING EB APPROACH - GREEN LEFT TURN ARROW 90 DEGREES TO SHOW A THROUGH ARROW c� .... .. .. .... . 100.0' INSTALL R3-9b SIGN-,X/ PLAN 0 10 20 40 60 SCALE IN FEET NSTALL R3-9b SIGN BEGIN TWO-WAY LEFT -TURN LANE 14 In w 0 Ln 0 6CD J . Q Lf7 cn w z_ J U Q 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," LATEST EDITION. 3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN. 5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER COR STANDARD PLAN 129. 6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC PLANS, SHEET 8. 7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED GRADE. CHANNELIZATION NOTES WHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H008. 13 SITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN H011. F14] WHITE THERMOPLASTIC ARROWS PER COR STANDARD PLAN H006.