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SITE SPECIFIC DATA 7VEGETA770N <br /> PROJECT NAME SEAWAY TRANSIT CENTER <br /> PROJECT LOCATION EVERE7T, WA PATENTED PLANT <br /> WETLANDMEDIA C/L PERIMETER fMANHOLE C/L ESTABLISHMENT <br /> STRUCTURE ID BED VOID AREA I MEDIA <br /> TREATMENT REQUIRED '''`__ '`�`- L <br /> �IIL�Ii�s -:ii <br /> VOLUME BASED (CF) FLOW BASED (CFS) U, ?• '- "'`''``""•=="' <br /> I - .�1 . .,r; ,.�.r UNDERDRA/N °'i='-=' `' i <br /> ;',L b F MANIFOLD _: s <br /> TREATMENT HGL AVAILABLE (FT) k" , r A ., 31 ,�y_ y C + <br /> PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE 0.31 ::^ '`t r . <br /> PIPE DATA I.E. MATERIAL DIAMETER I `' ,', t: 2 _ <br /> I1II1,j1 <br /> IINLET PIPE 1 563.80 CPSSP 12" _ — =.„,.,>...,;:.'.1:7; <br /> EOTLTPPRETREATMENT BIOFILTRATION DISCHARGE ENOTES ���•� JJJJJ � (n <br /> RIM ELEVATION 569.95 569.95 569.95 , • <br /> =` , 6 All &ISE 1 <br /> SURFACE LOAD PARKWAY OPEN PLANTER PARKWAY <br /> DRAIN DOWN FILTER I 6'� I 8 0� i 6" <br /> FRAME & COVER 030" N/A 024" I I- 9—0 <br /> DRAIN DOWN LINE <br /> WETLANDMEDIA VOLUME (CY) 8.05 INLET PIPE RIGHT END VIEW <br /> PLAN VIEW INLET <br /> NOTES BIOFILTRATION/PRETREATMENT <br /> WETLANDMEDIA DELIVERY METHOD TBD <br /> ORIFICE SIZE (DIA. INCHES) 02.00" <br /> NOTES: <br /> C/L CA MANHOLE <br /> TC/RIM ____ •I TC/RIM <br /> �� 7 _. <br /> L 1 I <br /> •,:;.JIIL ='i, IILUl�_�tl ' 1 <br /> INSTALLATION NOTES I, ;.ti= -" '` <br /> i � -'=b'-, _=Via';3:i2-qii <br /> 1. CONTRACTOR TO PROVIDE ALL LABOR EQUIPMENT, MATERIALS AND 1 r3 Y;_r`... :_. 'S r ;° <br /> INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND r...•—"�` <br /> APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE I ' � 'r`;"`r``• " `4� 1 <br /> MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN 0 BYPA — I • : '••-*=: y>= `O ''0 <br /> MANUFACTURERS CONTRACT : ' -,;1=?~?`:..:1,, <br /> 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER -- riii) <br /> h`•''°'` — `'RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY — '7: _ ; .1,.:g <br /> THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY I ' ' ;i ;::. y :;:::• <br /> PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. i / I � _r. I I1-=‘,1 0 <br /> 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. 1 I <br /> (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE <br /> MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS 6' 8'-0' 6' <br /> AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON—SHRINK 9'-0' LEFT END VIEW <br /> GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL D/SCHARGE/B/OF/LTRATION <br /> MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. ELEVA TION VIEW <br /> 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING <br /> PIPES. TREATMENT FLOW (CFS) 0.190 <br /> 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, <br /> MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND OPERATING HEAD (FT) 2.8 <br /> HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. <br /> 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. PRETREATMENT LOADING RATE (GPM/SF) 1.67 <br /> GENERAL NOTES WETLAND MEDIA LOADING RATE (GPM/SF) 1.0 <br /> 3 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED AAY BE PROPRIETARY AND CONFIDENTIAL: M WS-L-o-8-V <br /> 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF <br /> THE FOLLOWING US PATENTS THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE n� o u L A STORMWA TER BIOPIC TRA T/ON SYSTEM <br /> CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7,425,262; 7,470,362; 7,674,3M PROPERTY OF MODULAR WETLANDS SYSTEMS.ANY <br /> AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8,303,816;RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN STANDARD DETAIL <br /> N. PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WEIIANDS SYSTEMS IS PROHIBITED. od lcrwetlands.com I (e55)5M OD-wer <br />