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CONTINUED - SEE SHEET C3.08 A _ \ \ I J 47 ° e A 4 °e- ..d-. .a c�` ° d.- d �. a Lae a ° � / 4- °°d e a.".��� _ .A.° 7" DECID � / _ - - _ - - - - - - - - )I ° - e ° ° d % I O 18' DECID ` ° 9" D . ° ° .° a. .\ d ° d I� d ° ° °� a e °-4, 0 10° D ClD d •8 d°__ O 1" CON II 1 $ n_I / d: d e = . / / \ / - NE ° 9" DE D 0 8" DECI 0 11 " DECID dd \ ° ° 4.. -. \ ° 7" DECID " o " DECID \ - - / _ )I , I. ° le. d_ °.:e I 0 o d — , 12DEC e °.. \ a ! ° e` I e d I / 9" DECID 0 11 " DECID CONC \ I l / /l - �° 7" DECID \ /n ll� O -- 15" DECID / / / \ II 11 " D lD \ CONC 0 11 " DECID 17" ECIj�6 / 20"DECID // // I 0 12"/CD I I I I //-�\ I \ 12 D 10)ECID I O 15" CON ) \ \ 1 " lD \ / 0 10 E 14" DECID b 1 DECID 0 8i' D DE�I o 10" DECID I1 DECID / / / / I 10 15" DECID ° 8" DECID _ 10" / 0 7" nF-rin I 10" ��" AECID \ / 9' DECID CONC r \ I B. BR0 wAs�j��� 33708 9 ��SIONAL ���ti� �/01/�� G E N E R A T 0 R STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: WH PACIFIC HORIZONTAL- NAD 1983/1991 DESIGNED: AS SHOWN o . CITY OF ML RENTON DRAWN: JAS ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. WCA NO. REVISION BY APPROVED: SCALE DATE APPR NOT ONE INCH ALE ACCORDINGLY TBB 0 10 20 40 111=20' Legend N 79°33'06" E - 46.81' PROPERTY LINE EX CONTOUR (INDEX) — — — EX CONTOUR 55 CONTOUR (INDEX) — 54 CONTOUR 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION _ RIDGE _ _ _ _ - - VALLEY GRADE BREAK r WETLAND PROPOSED STORMWATER W W FEATURE EXISTING STORMWATER - FEATURE C] DETENTION SYSTEM 8"SD SD 8" SD @ xx% STORM DRAINAGE PIPE ' r -1 Ir N L J `E J ® • INcoYD/CO/CB/CB 2/MH 12"SS SS 55 L xx% SANITARY SEWER �ssMH ossco O 0 SANITARY MH/CO 12" DI w W 12" DI W WATER MAIN FHA- IC PI o W � Y� *HOFDC PIVHWV FH/FDC/PIV/VALVE ®wM = FE El WATER VAULT/METER --FTG----FTG----FTG- FOOTING DRAIN / — <' — — _ <, — --' DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL FRENCH DRAIN FOOTINGDRAIN PEN ROCK OUTFALL PAD NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. NOTE: STORM SYSTEM SHALL HAVE OPEN GRATE (HERRINGBONE), UNO R-4238 33 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Wanders 05/10/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN 05/01/20 PAGE: C3.11 SHEEP: OF: 33 71 O O N H H N a J T O O N Lu z Lu U z z_ Q W Cl) Lu a 0 0 Q Lu U LL Cl) Er Lu 0 z 0 Cn Lu I — a Lu Cn