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HomeMy WebLinkAboutR-41160112co r T 0 LLI Cn CY LLJ iY a Q Ld _ U rmk N BRICK PAVING PER i ARCHITECTURAL DRAWINGS i id a CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER C.O.R. STD DETAIL 101, H=6", TYP FED STF PEDESTRIAN RAMP#2A S ET, SEE DETAIL 2 CB-2.01 CB-6.0001 F /. POINT OF INTERSECTION STA 11+00.00 BRONSON WAY NORTH- 2" AC GRIND 8 STA 25+76.54 GARDEN AVE N OVERLAY, TYP LIMITS OF GRIND 8 OVERLAY TO EXTEND TO EXISTING LANE STRIPE, TYP P.O. Box Seattle,le, WAA 98 98108 patrick@hl.engineenng HLENGINEERING (858)581-0754 RIGHT-OF-WAY, TYP X RAN. �° 48fi01 /GNAL6 RAAMP�#1A G \ -��`" Vie► fir, Lam/ �„ 11 SEE NOTE 5, TYP EXISTING CURB TO REMAIN SPECIALTY CONCRETE PAVEMENT: MATCH DRIVEWAY CONCRETE PER C.O.R. STD DETAIL 104 EXCEPT AS FOLLOWS: • COLOR= CITY OF RENTON DOWNTOWN STANDARD • PATTERN= 2'x2'SCORE JOINT, 1/2"DEEP • FINISH= MEDIUM BROOM N0. 0 N M1l REVISION CEMENT CONCRETE DRIVEWAY PER C.O.R. STD DETAIL 104.4 — CEMENT CONCRETE SIDEWALK PER C.O.R. STD DETAILS 102 AND F007. TYP sE 4' ¢� SEE DETAIL r i1 +i 14+0 1. PROFILE INFORMATION IS ESTABLISHED BY STATION ALONG o 0 PEDESTRIAN RAMP #12A THE MAPPED CENTERLINE OF BRONSON WAY NORTH AND THEP SEE DETAIL PERPENDICULAR. SINCE THE CENTERLINE IS NOT CONCENTRIC Z = WITH CURB LINE, THE PROFILE INFORMATION IS NOT © CB-2.11 CB-6.11 ESTABLISHED PERPENDICULAR TO CURB LINE. J h N O o 0 SO m N BR ONS 2. EXISTING UTILITIES, INCLUDING 8" PUBLIC WATER MAIN, ARE ON WAY SHOWN IN THE SURVEY BACKGROUND BASED ON POTENTIALLY CENTERLINE UNRELIABLE CITY OF RENTON AS -BUILT RECORD ti o w (RIGHT-OF-WAY) DOCUMENTATION, AND ARE DEPICTED FOR REFERENCE ONLY. LOCATIONS OF EXISTING UTILITIES MAY VARY SIGNIFICANTLY a m FROM WHAT IS SHOWN. CONTRACTOR SHALL LOCATE EXISTINC 8" WATER MAIN AND NOTIFY OWNER IMMEDIATELY IF THE EXISTING WATER MAIN IS WITHIN 5' OF THE PROPOSED 2 LOCATION OF ANY PROPOSED STREET TREE TRUNK, STREET CB-2,01 OBE 11 .-- LIGHT, OR OTHER PROPOSED UTILITY INFRASTRUCTURE IN ORDER TO PROVIDE TIME FOR THE OWNER TO DEVELOP AND TYP SECTION _ PROCESS WITH THE CITY OF RENTON AN ACCEPTABLE WATER MAIN PROTECTION SOLUTION AND / OR LOCATION REVISION. POINTINTERSECTION STA 14+1 6.65 BRONSON WAY N= 3. DECORATIVE CONCRETE BENCH WALL PER ARCH, UNDER STA 44+62.12 MEADOW AVE N SEPARATE PERMIT. 4. DECORATIVE CONCRETE FOUNTAIN WALL PER ARCH, UNDER SEPARATE PERMIT. 5. SEE SHEETS CC-8.11 THROUGH CC-8.17 FOR STORM DRAIN IMPROVEMENTS. CONTRACTOR TO POTHOLE EXISTING SD LATERALTHE LOCATION OF THE PROPOSED IN ORDER 2 , �TY� m m TO CONFIRM ELEVATION BEFORE ORDERING NEW CB. U 3 6. SEE SHEET C610.00 FOR CONSOLIDATED STREET LIGHT POLE .:i N "° m AND LUMINAIRE SCHEDULE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 08/28/2020 20 10 0 20 40 scale 1" = 20' feet SAS -NOTED "°^°°^ °"'�°°� CITC HEADQUARTERS 2020.10.11 CITY OF 1300 BRONSON WAY N, RENTON WA 98057;,'E' vsaxe�pAH --- RENTON _ BWR DATUM ROAD PAVING K- FM1FO•*NLL� � PIGonIng/6ullElog/Poblic Works Dept. , , AND DRAINAGE PLAN CB-2.01 BY DATE APPR =� . NMY BRONSON WAY N "" 3 °" 58