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HomeMy WebLinkAboutSWP2703430.16♦� R S�te♦ ►\¢ ��Wgsy'/ WEST SIDE EAST SIDE SURVEYED: KPG_._______ DRAWN BY: WRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF FILE: 0655DSTRM02.dwg 4rx 753 9t`1 Avenue N 2502 Jefferson Avenue Seattle. ',NA 98109 Tacoma, WA 98402 (206) 266-1640 ;'253; 627-0720 kaw.kpg com PREN CLIENTS 1 PEOPLE PERFORMANCE 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 441 9385 F 1 206 448 6922 E seam al(a-)ghd.com W %"vw.ghd.com CITY OF RENTON Fu 4vork APPROVED FOR CONSTRUCTION DATE: /*/Z GENERAL DRAINAGE NOTES: 1. PIPES LABELED "CPEP" SHAD BE CORRUGATED POLYET «YI.-ENE STORM SEWER PIPE, 2. PIPES LABELED "DIP" SHALL BE DUCTILE IRON STORM SEWER PIPE. 3. ALL STORM DRAINAGE PIPE SHALL HAVE WATERTIGHT JOINTS. 4. CATCH BASINS SHALL BE OF THE. PfPE LABELED ON SHE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 — RENTON STD. PLAN 200.00 b. TYPE 1L — RENTON STD. PLAN 200.10 c. CONCRETE INLET — RENTON STD. PLAN 200.30 d. TYPE 2 — RENTON STD. PLAN 201.00 5. CATCH BASINS SHALL BE CONSTRUCTED WITH OPEN CURB FACE FRAME (RENTON STD. PLAN 203.00) AND VANED GRATE (RENTON STD. PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILE AS FOLLOWS: a. STANDARD RECTANGULAR FRAME — RENTON STD. PLAN 204.00 b. BI—DIRECTIONAL VANED GRATE — RENTON STD. PLAN 204.30 c. RECTANGULAR SOLID METAL COVER — RENTON STD. PLAN 204.10 d. ROUND FRAME AND COVER — RENTON STD. PLAN 204.50 6. STATION/OFFSET LOCATION CALLOUTS AND RIM ELEVATIONS PROVIDED ARE FOR THE CENTER OF THE DRAINAGE STRUCTURE. 7. SEE DRAWING NO. 129 FOR TYPICAL PIPE TRENCH CROSS SECTION 0 5 10 20 40 60 HORIZONTAL SCALE IN FEET (VERTICAL SCALE = 1 /2 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S +GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 28+50 TO STA 32+50 D=343016 119 DRAWING NO. PROJECT NO. TED403343Q FED AID NO. -r6A0167a4LS, DATE: NOV 2011 SHEET NO. 119. OF 304