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• I, <br /> SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. <br /> SITE SPECIFIC DATA VEGETATION <br /> PROJECT NAME SEAWAY TRANSIT CENTER �\ PLANT <br /> PROJECT LOCATION EVERETi, WA PATENTED WETLANDMEDIA C/L PERIMETER MANHOLE C/L..1 ESTABLISHMENT <br /> STRUCTURE ID BED VOID AREA I► MEDIA <br /> TREATMENT REQUIRED ' <br /> VOLUME BASED (CF) FLOW BASED (CFS) 1I'!! VERTICAL0 17 MANIFOLD <br /> RAIN <br /> MANIFOLD <br /> TREATMENT HGL AVAILABLE (FT) LN1�t;•' 6N�wrI <br /> PEAK BYPASS REQUIRED (CFS) - IFIn- <br /> APPLICABLE 0.31 S <br /> PIPE DATA I.E. MATERIAL DIAMETER �, 'L®�r_LI41141111). Air rtdr <br /> l, ^ <br /> 1l�L�: 0 _._ _ _INLET PIPE 1 563.80 PVC 8" �� .W�_ <br /> ■:.'. �O PRE-FILTER - <br /> INLET PIPE 2 e�` ,/n I \; CARTRIDGE 1 <br /> OUTLET PIPE 562.46 pVC 8. OUTLET PIPE J <br /> la ', �� :I� <br /> SEE NOTES �1 1� PPP <br /> ':i I I 11 > <br /> PRETREATMEN J - <br /> BIOFILTRATION DISCHARGE °J <br /> ELEVATION RIM <br /> 569.95 569.95 569.95 DRAIN DOWN FILTER 6"—.-E8'-0" -0--6" <br /> SURFACE DRAIN DOWN LINE 9-0 <br /> LOAD PLAN VIEW INLET PIPE RIGHT END V/EW <br /> FRAME & 030" N/A 024" SEE NOTES <br /> COVER BLOF/1A 71P710 M£LREATME <br /> WETLANDMEDIA VOLUME (CY) 8.05 <br /> WETLANDMEDIA DELIVERY METHOD C/L I /UdANHOLE <br /> ORIFICE SIZE (DIA. INCHES) 02.00" T REM TC RIM e' <br /> NOTES: illioli1�_ ..3 1 <br /> INSTALLATION NOTES <br /> B 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, <br /> E MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND - ID <br /> 2 INSTALL THE SYSTEM AND APPURTENANCES IN PEAK HG _ _  I <br /> ACCORDANCE WITH THIS DRAWING AND THE8. ® BYPASS <br /> MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. ----I <br /> • • �, E IN <br /> 2. UNIT MUST BE INSTALLED ON LEVEL BASE. � <br /> MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK I`T _, <br /> en S <br /> BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. IE 0 T 7 mm <br /> CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT -- <br /> _� i-_-j_ <br /> 51 <br /> ENGINEERS RECOMMENDED BASE SPECIFICATIONS. <br /> 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF _ <br /> c) CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). 6 9 0^ 6 LEFT END VIEW <br /> c INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHtRGE/BiOFUT17n770N <br /> S DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES ELEVATION VIEW <br /> SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK <br /> 96, GROUT PER MANUFACTURERS STANDARD CONNECTION <br /> - DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE TREATMENT FLOW ICES) 0.190 <br /> CONNECTION STANDARDS. <br /> 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL OPERATING HEAD (FT) 2.e <br /> z CONNECTING PIPES. <br /> 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PRETREATMENT LOADING RATE (GPM/SF) 1.67 <br /> RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT <br /> ALL MANHOLES AND HATCHES TO MATCH FINISHED WETLAND MEDIA LOADING RATE(GPM/SF) 1.0 <br /> SURFACE UNLESS SPECIFIED OTHERWISE. <br /> L) 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH <br /> VEGETATION. <br /> i GENERAL NOTES <br /> 1, MANUFACTURER TO PROVIDE ALL MATERIALS MWS-L-8-8-V <br /> ZEE UNLESS OTHERWISE NOTED, M O D UIA R <br /> 2, ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS STORMWATER BIOFILTRATION SYSTEM LANDS <br /> o PROJECT SPECIFIC DRAWINGSDETAILING EXACT 6° AND ARTTG FOR STANDARD DETAIL www.mockdanvo <br /> nanas.corn I le:l.00-WIl <br /> DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE <br /> if CONTACT MANUFACTURER. <br /> a <br /> E <br /> E <br /> U <br /> MODULAR WELAND <br /> N.T S. 1 <br /> ' <br /> CALL 2 BUSINESS DAYS BEFORE YOU DIG rpgg <br /> E 1 800 424 5555 <br /> r <br /> x UTILITIES UNDERGROUND LOCATION CENTER I <br /> U <br /> S <br /> E— pil Drawn By Date SCALE <br /> COMMUNITY TRANSIT Drawing No. <br /> Perteet �---�o 0 60%SUBMITTAL uuc 7/7/16 DD5 <br /> Desgne° Holtz SEAWAY TRANSIT CENTER <br /> �� 425-252-770011-800-615-9900 communitytransit/ NOT FOR mm 7/7/16 <br /> Checked By Vert — Sheet Na. <br /> 2707 Colby Avenue,Suite 900 snrl.g,�de CONSTRUCTION BC 7/7/16 DRAINAGE DETAILS /Totol <br /> a No. Date Revialon By Appr. Everett,Washington 98201_ Approved By Project20110155.016 & FACILITY PLANS <br />