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m <br /> SE1/4 SW1/4 SEC.34,TWP.29 N., RGE.4 E.,W.M. o N N a <br /> mn <br /> (D <br /> (D <br /> m <br /> o� <br /> v <br /> m <br /> 3 <br /> 00 G < a <br /> C 3 � , m <br /> N N N w 0 <br /> N 4 t N <br /> m F W K <br /> N wO F J li <br /> O V O O <br /> Ld <br /> 2 O U U <br /> 0 0 0 r <br /> x x z n <br /> M M N <br /> < M N <br /> SITE SPECIFIC DATA SITE SPECIFIC DATA <br /> PROJECT NUMBER 15285 C�" PROJECT NUMBER 15285 <br /> PROJECT NAME HARBORS EDGE WERANONEDl4 PROJECT N4ME HARBORS EDGE :In <br /> PROJECT LOCATION EVERETT,,WA BED PROJECT LOCATION EVERETT WA KAANDMEVA W$ o rn <br /> BED OIL o c <br /> TREATMENT REQUIRED PATENTED-, CIL TREATMENT REQUIRED ,�' <br /> E <br /> VOLUME BASED(CF) FLOW BASED(CIS) p6%METER I VOLUME BASED(CI) ROW 84SED(CFS) 'PATENTED �` & <br /> MID AREA N PERIMETER <br /> 0,050 0.04 VOID AREA <br /> PEAK BYPASS REQUIRED(CFS)-IF APPLICABLE 0.875 PRE-DZER PEAK BYPASS REQUIRED(CIS)-IF APPLICABLE O.5gl W ET PIPE <br /> PIPE DATA LE MATERIAL DIAMETER OUTLET PIPE' CARTRIDGE PIPE DATA LE MATERIAL DIAMETER Sf£NOTES <br /> PRf-FILTER a <br /> INLET PIPE 1 747.69 PVC 72" INLET PIPE I INLET PIPE 131.30 PVC 12' CARTRIDGE <br /> INLET PIPE 2 147.69 PVC 12" SEE NOTES ' � OUTLET PIPE 130.80 PVC 12' � INLET PIPE <br /> - INLET PIPE 2 - w -- - ----- SEE NOTES <br /> OUILET PIPE 146.36 PVC 72" SEE NOTES = 'h PRETREATMENT BIOFlLT]tATION DISCHARGE <br /> PRETREATMENT BIOFILTRARON DISCHARGE = RIM ELEVATION 136ED 136.80 136.80lo_ <br /> PLAN VIEW - <br /> RlM ELEVATION 152.37 75237 75237 <br /> SURFACE LOAD HS-2Q PLAN VIEW <br /> SURFACE LOAD HS-20 FRAME&COVER 36"X 60" LEFT END VIEW n �.P°° <br /> Pr of WASNi°°°F' <br /> FRAME&COVER 36"X 60° WETLANDMEDIA VOLUME(CY) 0.95NCo°�' <br /> LEFT END VIEW 'n y�y <br /> �W70,,OM VOLUME(CY) 0.95 ORIFICE SIZE(DIA.INCHES) 4 LA 00.60"IZE(DM.INCHES) 4 EA 00.65" NOTESOTES: HATCH C457-1N B°THICK CONCRETE <br /> COLLAR BY PRE-CASTER.CONTRACTOR HATCH CAST-IN 8"THICK CONCRETE C/C Po ePF�FS ERpp•\��4� <br /> 7 'H/M�IYfOGf COLLAR ID NEET f5 C/L BY <br /> T(COLN�WEOGE LYHLW 70CC � y fsSION T..•��G <br /> FS�M � I C�L <br /> INSTALLATION NOTES TOP OF BOX 17INSTALLATION NOTES TOP OF BOX <br /> 1. CONTRACTOR TO FRONDE ALL LABOR,EQUIPMENT,MA7ER14LS AND 1. CONTRACTOR TO PROWS ALL LABOR,EQUIPMENT,947ER14LS AND ; <br /> INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND INCIDENTALS REQUIRED 70 OFFLOAD AND INSTALL THE SYSTEM AND y y <br /> APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE - -- APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE -1-- <br /> MANUFACNRfRS'SPECIFICATIONS UNLESS OTHERWISE STATED IN PEAK HGL y MANUFACTURERS'SPECIFICATIONS UNLESS OTHERWISE STATED IN PEAK HOL fO: U N m <br /> i <br /> MANUFACTURER'S CONTRACT. FLOW LYMBROL MANUFACTURERS CONTRACT <br /> FLOW CONTROL <br /> - <br /> 2 UN/7 MUST BE INSTALLED ON LEVEL BASE <br /> MANUFACTURER RECOMMENDS A BASER F N Oo ': ' 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A u, J <br /> MINIMUM 6"LEVEL ROCK 045E UNLESS SPECIFIED BY THE PROJECT [[E�1: . MINIMUM 6"LEVEL ROCK BASE UNLESS SPECIFIED BY TINE PROJECT RISERWENGINEERCONTRACTOR rS RESPONSIBLE FOR VERIFYING PROJECT „� ENGINEER.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT H p <br /> 4. CONTRACTORENGINEERTOOS PPLOED BASE ND INSTALLCALL EXTERNAL CONNECTING PIPES L Ol/I 4. CONTRACTORENGINEERS RTO SUPPLY AND INSTALLED 84 ALL EXTERNAL CONNECTING PIPES lE OUT <br /> IE/N <br /> ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE(PIPES 6'�4'-0'�6° 6°-46" ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE(PIPES Z <br /> CANNOT INTRUDE BEYOND RUSH.INVERT OF OUTTZOW PIPE MUST BE 5'-0" 7'-4" CANNOT INTRUDE BEYOND RUSH.INVERT OF OUTFLOW PIPE MUST BE 6" RIGHT END VIEW W Q <br /> FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED 5'-0" (1) U) <br /> ELEVATION VIEW RIGHT END VIEW ELEVATION VIEW W <br /> WATERTIGHT PER RESPONSIBLE <br /> FOR <br /> STANDARD CONNECTION DETAIL WATERTIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL. W <br /> 5. CONTRACTOR RESPoNSIHLE FOR 1N57ALLATION OF ALL PIPES,RISERS, 5. CONTRACTOR RESPONSIBLE FOR 1N57ALLATION OF ALL PIPES RISERS ' F- <br /> MANHOLES AND HATCHES CONTRACTOR TO USE GROUT AND/OR BRICKS TO MANHOLES AND H4 TCHES CONTRACTOR TO USE GROUT ANT/OR BRICKS TO a F <br /> MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. O W <br /> 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH 6. VEGETATION SUFftIES AND INSTALLED BY OTHERS.ALL UNITS WITH = _ lY <br /> VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED INTERNAL BYPASS DISCLOSURE: TREATMENT FLOW(CIS) 0.054 VEGETATION MUST HAVE DRIP OR SPRAY IRRIC47ION SUPPLIED AND INSTALLED INTERNAL BYPASS DISCLOSURE: TREATMENT FLOW(CFS) 0.054 W <br /> BY OTHERS BY OTHERS Ill 0) <br /> 7. CONTRACTOR RESPONSIBLE FOR CONTACTING 810 CLEAN FOR ACTIVATION OF TH£DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD(FT) 2.5 7. CONTRACTOR RESPONSIBLE FOR CONTACTING 8/0 CLEAN FOR ACTIVATION OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD(FT) 2.5 W <br /> UNIT MANUFACTURERS WARRANTY IS VOID WITHOUT PROPER ACINA7/ON BY AND APPROVED BY THE ENGINEER OF RECORD. HGL(5)AT PEAK FLOW SHALL BE PREIR[TMENT LOADING RATE(GPM/SF) 1 g UNIT.MANUFACNRER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY AND APPROVED BY THE ENGINEER OF RECORD. HGL(5)AT PEAK FLOW SHALL BE pRETRFTMENT LOAD/NC RATE(GPM/SF) 1.9 Q O <br /> A Bl0 CLEAN REPRESENTATIVE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS A BIO CLEAN REPRESENTATIVE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL AND BYPASS y� <br /> GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY WETLAND MEDIA LOADING RATE(GPM/SF) 1.0 GENERAL NOTES OPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. WETLAND MEDIA LOADING RATE(OPM/SF) 1.0 <br /> 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY ANO C:FIDV4ML: 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY AND CONFIDEMML: <br /> MWS L-4 6.33 4'-4"V-LAG MWS L-4 6.33 4'4"V-LAG <br /> 2. ALL DIMENSIONS PROJECT <br /> SPEC IC DRAWINGS D AND CAPACITIES ARE SUBJECT G 2 ALL DIMENSIONS ELEVATIONS,TONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO <br /> CHANCE:FOR Fw0✓ECT sPEciRc DRawrNcs DfraluNc EXACT DiMfr45roN5 wecHTs M ETLAIJ , Bio Clean STORMWATER B/OF/LTRAT/ON SYSTEM CHANCE.FOR vRafcT sPfciFlc DRAWINGS DETAILING Exacr DIMENsroNS wEIGHTs �T�� Bio Clean STORMWATER B/OF/LTRAT/ON SYSTEM <br /> AND ACCESSORIES PLEASE CONTACT 810 CLEAN. APOrMn STANDARD DETAIL AND ACCESSORIES PLEA CONTACT 810 CLEAN. STANDARD DETAIL <br /> y <br /> J <br /> STRUCTURE#3 - MODULAR WETLAND STRUCTURE#10 - MODULAR WETLAND H <br /> of - N.T.S. - N.T.S. /W W <br /> V <br /> Q W <br /> W V' <br /> PER DSCC 4-4.2(3), ACCESS LIDS LARGER THAN THE STANDARD (n Z <br /> MH LIDS SHALL BE HINGED AND SHALL BE CAPABLE OF BEING Q <br /> F5 OPENED AND HELD OPEN BY A SINGLE INDIVIDUAL. ALL ACCESS Q <br /> LIDS SHALL BE EQUIPPED WITH A PICK HOLE CAPABLE OF BEING m <br /> OPENED WITH A STANDARD GRATE HOOK OR HANDLES. all <br /> Q Q Z <br /> 0 E <br /> CD <br /> s <br /> F <br /> BAR IS ONE INCH ON DRAWING. <br /> C7 IF NOT ONE INCH ON THIS SHEET, <br /> �6 s <br /> ADJUST SCALES ACCORDINGLY. <br /> SCALE: DATE: <br /> Q AS SHOWN 1 9/26/22 <br /> mi <br /> DESIGNED BY:I CHECKED BY: <br /> r�x <br /> KDS ACR/KAG <br /> d PACE PROJECT NO. 21586 <br /> W CALL BEFORE <br /> IFfi YOU DIG 811 C4.4 <br /> G� It <br /> z UNDERGROUND SENCE(USA) REV1122-001 SHEET <br />