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0 • . • <br /> SITE SPECIFIC DATA -INDUSTRIAL MEDIA C/L <br /> BED <br /> PROJECT NUMBER 7154 ' <br /> VERTICAL <br /> PROJECT NAME MILLWRIGHT LOOP SOUTH t UNDERDR4/N <br /> 7"` -�- MANIFOLD HATCH MANHOLE o <br /> PROJECT LOCATION WERE II, WA PATENTED :-_: / <br /> PER/METER _,.. C L <br /> STRUCTURE ID ---- VOID AREA 3 ,--- ..-,- t 1 }4 ' ` A <br /> TREATMENT REQUIRED 'F^^ :, ; 'il , >< >.< <br /> VOLUME BASED (CF) FLOW BASED (CFS) — <br /> J <br /> 0.576 - __ _ ` �^ TEE <br /> UTLETPIPETENTHGLABLE ) INLETPPE1 — i .;;�, , ' . -. J 7 NOTES <br /> PEAK BYPASS REQUIRED CFS - IF APPLICABLE 7.9 SEE NOTES 4 ❑ ❑ ❑ �❑ ':::ik,'z,r•-z - :?,:.:'::::- --, /0]:..4:. t <br /> �; .., <br /> PIPE DATA I.E. MATERIAL DIAMETER• + "'' <br /> INLET PIPE 1 12.50 CPEP 18" R 1 ,� - =1 Ul 1 1 E IL 1 El ISI 0 1=1 El % II CI , ..1.4,, ,:‘ ,-, =-'` --�.( a� <br /> INLET PIPE 2 12.50 CPEP 24' ,, I �' _ o <br /> OUTLET PIPE 10.00 CPEP 30' — �� > \- _ _ .._ t` <br /> PRETREATMENT B/OF/LTRATION DISCHARGE �- \-PRE-FILTER DOWN LINE } <br /> 0 <br /> 1'-10 ' INLET PIPE 2 CARTRIDGE � <br /> RIM ELEVATION 17.47 17.47 17.47 SEE NOTES PLAN VIEW 1A pst 8'� 8'-0' —18` <br /> SURFACE LOAD H-20 DIRECT H-20 DIRECT H-20 DIRECT "�`• - 9'-4. <br /> FRAME & COVER 3 EA 030" 2 EA 36" X 60', 024" LEFT END VIEW <br /> 36" X 36" <br /> INDUSTRIAL MEDIA VOLUME (CY) 14.46 <br /> INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT <br /> ORIFICE SIZE (DIA. INCHES) 2 EA 02.54" <br /> 0 <br /> NOTES: PRELIMINARY, NOT FOR CONSTRUCTION. RM/PS CA L .1 C/L <br /> INSTALLATION NOTES 16.80 • <br /> A 1. A ` A i i + i i <br /> TOP OF VAULT I 1 Millnl . <br /> 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND 15.28 -/'� -''� -' — <br /> INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND PEAK HGL �� <br /> APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE 14.50 / I • ' <br /> MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE STATED IN TOP 4.O WEIR T/ I � I �' <br /> MANUFACTURERS CONTRACT. <br /> 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER I ;J s. r fi <br /> RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY <br /> LK._ <br /> THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY �E N — i �' - -=-- =yFr: <br /> PROJECT ENGINEERS RECOMMENDED BASE SPEC/FICATIONS o o o o • FLOW _ <br /> 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. ' )O N <br /> N <br /> ' O ' pO CONTROL = 111111 <br /> •' 1° ' 1' 2 BE FLUSHWITH DISCHARGE CHAMBER FLOOR. ALL GAPS - 1 , (tk - ( dk ' <br /> AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK - <br /> GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL ._ IE OUT , 'k — <br /> MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 6" 20'-0' -_ f6' 6'M/N. &ISE - ., <br /> 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING I RIGHT END VIEW <br /> PIPES. 21'-0' <br /> 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, ELEVATION VIEW <br /> MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND <br /> HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. INTERNAL BYPASS DISCLOSURE: TREATMENT FLOW (CFS) 0.718 <br /> 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. OPERATING HEAD (FT) 4.4 <br /> 7CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED <br /> ACTIVATION OF UNIT. MANUFACTURES WARRANTY IS VOID WITH OUT AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE PRETREATMENT LOADING RATE (GPM/SF) 2.1 <br /> PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS <br /> GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY INDUSTRIAL MEDIA LOADING RATE (GPM/SF) 1.0 <br /> 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: M WS-L-S-20-V-UG <br /> a 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF I O Clean STORM WA TER BIOFIL TRA TION SYSTEM <br /> THE FOLLOWING US PATENTS: <br /> CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS Zazszsz; 7,470,Jsz, 7,674,378, THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE BPROPERTY OF MODULAR WETLANDS SYSTEMS. ANY <br /> o) AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8,303,816, RELATED FOREIGN REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN STANDARD DETAIL <br /> PATENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A Forterra Company <br /> r <br /> 212 <br />