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HomeMy WebLinkAboutR-423824A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 N O 0 W rr w z W U 0 z z Q rr 06 C/) rr W Q 0 0 Q W U H r C/) rr w 0 z 0 C/) LU Q W U) I I PO FLOOD ' MITIGATION DISCHARGE LOCATION I I �BIOSCAPE STORMWATER TREATMENT FACILITY I I I. I I 9Dx SITE ISTORMWATER I\ I °54' — . 41� \\ N LO FOR SOUNDER \ \ 1 I o HEADQUART€RS 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 10TV] REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. • Legend N 79°33'06" E - 46.81' PROPERTY LINE ----55— — EX CONTOUR (INDEX) _-,-54-____ EX CONTOUR 55 CONTOUR (INDEX) 54 CONTOUR 55.24 TC 56.78 TW 65.25 SPOT ELEVATION + BC 56.28 A 56.28 VALLEY- - GRADE BREAK WETLAND PROPOSED STORMWATER FEATURE - - - - EXISTING STORMWATER - - - - FEATURE 8'SD SD 8" SD @ xx% STORM DRAINAGE PIPE r L� �v v f] • ❑■co YD/CO/CB/CB 2/MH �SSMH ossco ® SANITARY MH/CO 12" D1 w W 12" DI W WATER MAIN EL � 0 Pl o WV� FD�PIVNWV FH/FDC/PIV/VALVE Ewl ®wM 0 07 WATER VAULT/METER --FTG---- FTG---- FTG- FOOTING DRAIN _ - DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION - FRENCH DRAIN qm MEN ROCK OUTFALL PI NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. R-423824 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r ° NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON OVERALL GRADING & DRAINAGE PLAN 05/01/20 PAGE: C3.00 SHEET: OF: 24 71 0 O N N 61 N a J t' TM ) O O O i N w z w U z z Q 06 Cl) LU a 0 0 w 2 U LL Cl) Er W 0 z 0 C/) LU I — a W