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HomeMy WebLinkAboutSWP2703430.1979 80 81 ..... . ........... . . . . . . . . ...... F 83 ....... ....... ................... 110 . ........ ..... .. ...... .... . ..... .......... . . ...... .. . . ...... ..... . ........ U-1 z: (2- ............. CL ...... ........... . .............. U-) LJ ....... ................ .. .. .. .... . .... U-1 a fl- C'� At 0- fl-, 0� 147 C14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r7 . w 7tt . . . . . . C14 .w 1--� C%4 L0 CD to... <n C14 . <n . . . . . -. C,4 CN U-1 I- Lb �!A L "t� C'-4 ............ ... ..... ........ . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . C) ........................... (D Cn <7) .......... ...... u1i, 4� ... CN CD M r-0 40 40 + od CO ..... w 0 U C*1j + .................---....... ........... .. ..... .. .. . . . . ....... ... ... ........... .......................... .....Co. EST GUTTER CN. Ui ........... . . ..... +U? 00 Un-. C',4 : 00 un 1 00 NO 44 .CN ....... . ..... M.........to- <. w PROFILE M C%4U 1--II :U V) ?;7, 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . U EX GROUND--,, .. V-) Uj (3 F5 (n E . . . Uj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . AT CL . . . . . . . .. . . . . . . . . NUMBER I REVISION DESCRIPTION BY I APP. I DATE R. 9 32808 �0 Virg-** EAST SIDE SURVEYED: KPG DRAWN BY: WIRE DESIGN BY: WRE CHECK BY: KRS PROJ MGR: JF FILE: 0655DSTRM02.dwg 753 9t Avenue N 2502 Jefferson Avenue Seattle. YA 99109 Tacoma, INA 98402 (206) 286-1640 (253) 627-0720 VAkW.kpg.00m ROMN CLIENTS PEOPLE I PERFORMANCE 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA T 1 206 441 9385 F 1 206 448 6922 E searTiail@gha.coni W www.ghd,com CITY OF RENTON Public Works Departn-ient. APPROVED FOR CONSTRUCTION BY: 14411A EM pil q 1 1 1. PIPES LABELED "CPEP" SHALL BE CORRUGATED POLYETHYLENE 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 TYPE LABELED ON THE PLAN OR PROFILE, CONFORMING TO THE FOLLOWING STANDARD PLANS: a. TYPE 1 RENTON STD, Pl.-AN 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 20.1.00) AND VANED Gf--ZATIE (RENTON STM, PLAN 204.20) UNLESS NOTED OTHERWISE ON THE PLAN OR PROFILIE 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 PROMDED 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 = 112 HORIZONTAL SCALE) RAINIER AVENUE S (SR 167) S GRADY WAY TO S 2ND ST DRAINAGE PROFILE STA 38+00 TO STA 42+00 D=343 9 �1611C DRAWING NO. PROJECT NO. TED403430 FED AID NO. -CM _§7L 01 V4 8) DATE: NOV 2011 SHEET NO. 122 OF 304