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HomeMy WebLinkAboutD-295216ao 0 OD O 0 PLAN - STORM FILTER VAULT SCALE: 1/2 " =1' -0" FINISH GRADE 30" DIAMETER FRAME AND COVER (TYP) ON GRADE RING (TIP) .1 BAFFLE WALL (TYP) PERMANENT POOL z to I � ,•• ;;� j � , j / j � � � IE (IN)= 407.25 FLOW SPREADER (TYP) UNDERDRAIN STORMFILTER ENERGY IE (OUT)= 404.95 MANIFOLD CARTRIDGE (TYP) DISSIPATOR SECTION - STORM FILTER VAULT S G — SCALE: 1/2 " =1' -0" 7 KC MAP NO, 316-12 CAL(. 48 HOURS 333019TH AVENUE SOUTH _ iaeae O !` 1 FEDERAL WAY, WASHINGTON �' BEFORE YOU DIG BERGER /46AM 96003 -2600 Q1AL .a%-e1- 800 -424 -5555 VOICE: (206)131 -230 0 ]ME 4, 2009 King County FAX: (2os)a3l -2260 NO. REVISION L.1 %­.d m IYed Nay 19 2M d 07.-0ffW by AnnaFram Fde Nw O 12041FA- #T- Of- O.711CA001 dvgr1097- sDlbd»g r PLAN - STORM FILTER VAULT COVER SCALE: 1/2 " =V -O" NOTES: 1. STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548 -4667. 2. FILTERS TO BE SIPHON— ACTUATED AND SELF — CLEANING. 3. PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 4. STORMFILTER REQUIRES 2.3' OF DROP FROM INLET TO OUTLET. INLET AND OUTLET PIPING TO BE SPECIFIED -BY ENGINEER AND PROVIDED BY CONTRACTOR. 5. PRECAST STORMFILTER EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET /OUTLET LOCATION. 6. RECOMMENDED MINIMUM CLEARANCE FOR MAINTENANCE ACCESS. CONTACT SMI FOR OTHER OPTIONS IF A SHALLOWER SYSTEM IS REQUIRED 7. ANTI — FLOTATION BALLAST TO BE SPECIFIED BY ENGINEER IF NEEDED. BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF VAULT. BALLAST MATERIALS TO BE PROVIDED BY CONTRACTOR. S. ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 9. DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL VAULT DIMENSIONS AND CONFIGURATION WILL BE SHOWN ON PRODUCTION SHOP DRAWING. 10. STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. ,IER IER ;CITY OF DUVALL AVE NE / COAL CREEK PARKWAY SE p�3/21/08 a "'S ; RENTON RECONSTRUCTION ARM P ing /Buildingg/Public Works Dept. SE 107TH PLACE TO NEWCASTLE CITY LIMITS ofln� DATUM roved 'For: Constructio dsc ," I pp�0 DRAINAGE DETAILS SD18 BY DATE APPR uO1E �OR0N"' SHEET I" °1 dsc obert Hanson P.E. Date B7 183