3618 W MUKILTEO BLVD 2022 SITE WORK FOR HARBORS EDGE TOWNHOMES Plans 2025-08-07

SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. w a 0 0 N_ K r N SITE SPECIFIC DATA SITE SPECIFIC DATA PROJECT NUMBER 15285 C�' PROJECT NUMBER 15285 C/C PROJECT NAME HARBORS EDGE PROJECT NAM£ HARBORS EDGE c PROJECT LOCATION EVERETT,WA am PROJECT LOG1TlON EVERETT,WA HEM44IONEUM TREATMENT REQUIRED PA TENTH) { C/L IRE47MENF REWIRED BED o VOLUMEfi4SED(CFI FLOW BASED(CES) PE)WFIERPERIMETER I I MCUME EASED(CF) FLOW BASED(CIS) PATENTED d N M 2050. VOIDAREA I 0.04 MID ARIA PEAK BYPASS REQUIRED(CIS)-IF APPLOBLE 0.875 PRf FRIER PEAK BYPASS REQUIRED(CIS)-IF APPLC46LE 0.591 OUTLET PIPE PIPE DATA LE MATERIAL DLAAIE7ER DOW PIPE GIR7R/OGE PIPE DATA LE. M41ER[41. DIMETER SEE A0 EMS � W K. N n INLET PIPE I +W.-69-147.7 PM 12' AWES I i lI6fT P/Pf 1 INLET PIPE -195�`J13380 PM' 12' It GW1T800E M: 'f'e U p 333 INLET PIPE 2 -M7.5&147. PM 12' SEE NOTES OUTLET PIPE 13466-. 130 95 PM 12' n i6 t1 NET PIPE OUTLET PIPE 146.36 AA PM 12' t .. "f PRETREATMENT 81ORLTRIBON DISCHRGE Sir NOBS PRETREATMENT BIORTRATION DISCHARGE - n RIMI ELEVATION -F8l+.86 4363l7- 436.3B- PLAN VIEW O 36.6 36.6 36. RIM ELEVATION 152..39 -15P.3i'- 15P:3i'- _ SURFACE LOAD 16-20 PLAN VIEW SURFACE[MO - FRMNE A COVER 36' ' LEFT END VIEW ' s wnN.BasE ! X 60 FRAME&COVER 36'X 60' LEFT END VIEW y wERANDAlE014 MLUME(CY) 0.95 e2,•;e WERANDMEDA VOLUME(CY) 0.95 ORIFICE SIZE(DLA INCHES) 4 EA/0.60' Andy •C.ReaV NOTES LA ORIFICE SIZE(Ol4 INCHES) 4 /0.65" C P NOTES: MICH C4ST--hV 8'DACK CONCRETE 31257 COLT.W BY PRE-CASTER.CONlRAC70R CHAIGH OLLAR 4ST-AY 'RICK CONRETE /WfPGE COLLAR TO MEET FS c�[ ^� ••.. <y TO 6..W/WfOGE COLLAR 7D AIfET FS 136.6113B.Bb C/L fS/R I INSTALLATION NOTES 10P OF BOX INSTALLATION NOTES Lox 1. CONTRACTOR TO PROVIDE ALL LABOR,EQUIPMENT,A14MR14LS AND 1. CONTRACTOR TO PROVIDE ALL LABOR,EQUIPMENT,MATERIALS AND INCIDENTALS REWIRED i0 OFFl.O40 µD INSTALL THE SYSTEM AND INCIDENTALS REWIRED TO OFFLOAD AND INSTALL THE SYSTEM AND y y I APPURTENµCES IN ACCORDANCE WITH THIS DRAWING AND THE -�--- 149.22 �+ APPURTENANCES IN ACCORDANCEWITH THIS DRAWING AND THE _1_ 134.23 MANUFACTURERS'SPECIFICA77ONS UNLESS OTHERWISE STATED IN PEAK FAT. e y MANUFACTURERS'SPECIFICATIONS,UNLESS OTHERWISE STATED IN I PEAK �O V Cp MANUFACTURERS CONTRACT. ROW CONTROL h w O MANUFACTURERS CONTRACT. Rom, 147.87 '' 2. UNIT MUST BE INSTALLED ON LEVEL B45f. MANUFACTURER REWMMEN05 A RLSIR E N 2. UNIT MUST BE INSTALLED ON LEVEL 84SE MANUFACTURER RECOMMENDS A MINIMUM 6'LEVEL ROCK BASE UNLESS SPEC7FED BY THE PROJECT MIN/MUM 6'LEVEL ROCK BASE UNLESS SPECFED BY THE PROJECT ' B 133.66 J W ENGINEER.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT A/B _ y� ENGINEER.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT 1�! I• E'er II H O ENGINEER'S RECOMMENDED BASE SPfCIflCATIONS. E OUf ENGINEER'S RECOMMENDED 845E SPfCIfMATIONS - - IP N6'-4'�6' N 9. CONTRACTOR S SUPPLY µ0 INSTALL ALL EXTERNAL CWNECRNG(PIPES 4. CONTRACTOR PIPE OR TO SUPPLY µ0 INS INSIDE ALL SURFACE L CONECONG(PIPES IP OUT 7'-4' Z N ALL PIPES MUST BE FLUSH USH INSIDE SURFACE OF CONCRETE PIPES 6' 4'-0' 6' 6'-I' 6' ALL PIPES MUST BE ORUSH WIN INSIDE SURFACE OF CONCRETE PIPES 6' 4'-0' 6' RIGHT END VIEW CANNOT INTRUDE BEYOND RUSH.INVERT OF A OUIROW PIPE MUST BE 5'-0' Y-4' CANNOT INTRUDE BEYOND RUSH.INVERT OF OUTFLOW PIPE MUST AL W Q FLUSH WOE/PER MANUFACTURERS CTUREfS FLOOR. C PIPES SHAH.BE SFALm FLUSH GWITHHT PER MANUFACTURERS CURERS FLOOR. ALL PIPES SHALL BE SEALED TIO N Lu �j WATERTIGHT PER MANUFACTURERS S(ANA9R0 CONNECTION DETAIL ELEVATION VIEW RIGHT END VIEW WATERTIGHT PER M4NUFACNRfRS STANDARD CONNECTION DETAIL. ELEVATION VIEW W W 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPE$RISERS, 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES RISERS, > F- MANHOLES;AND HATCHES CONTRACTOR TO USE GROUT AND/OR BRICKS TO MANHOLES AND HATCHES CONTRACTOR TO USE GROUT µ0/0R BRICKS TO F MATCH COVERS WITH FINISHED SURFACE UNLESS SPECflEO OTHERWISE. MATCH COVERS WITH FINISHED SURFACE UNLESS SPECITED OTHERWISE O Q W 6. VFGFTADON SUPPLIED AND INSTALLED BY OTHERS ALL UNITS W7TF/ 6. VEGETATION SUPPLIED AND INSTALLED BY 07HERS.ALL UNITS WITH = _ Of vEGETAHON MUST LAVE DRIP OR SPRAY IRRIG470V SUPPLIED AND Im7ALLm INTERNAL BYPASS DISCLOSURE: TREATMENT Row(CIS) 0.0sa VEGETATION MUST LAVE DRIP OR SPRAY IRRM.4TION SUPPLIED AND INSTALLED INTERNAL BYPASS DISCLOSURE W BY OTHERS BY OTHERS. : IRfA7MENT Raw(cFs) 0.054 W > 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BID CLEAN FOR ACTNA77ON OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD 0' 2.5 7. CONRACTOR RESPONSIBLE FOR CONTACTING 90 CIEµ FOR ACTIVATION OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD(FT) 2.5 0 W UNIT:MANUFACTURERS WARRANTY 6 HAD WITHOUT PROPER ACBIVTION BY µD APPROVED BY THE ENGINEER OF RECORD. H6L(S)AT PEW ROW SHALL BE PRETREATMENT LOADING RATE(GPM/SF) 19 UNIT.MANUFACTURERS WARRANTY IS MID 87TIlOUr PROPER ACTIVATION BY µD APPROVED BY THE ENGINEER OF RECORD. HIT(S)AT PEAK ROW SHALL BE PRE/RE4/MENT CNDINC RATE(GPM/SF) 7.9 a O A BIO CLEAN REPRESfNTATNf. ASSESSED TO ENSURE NO UPSTREAM ROOINNC. PEAK HIX µ0 BYPASS A BIO CLEAN REPRESENTATIVE ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HIX µ0 BYPASS In GENERAL NOTES CAPACITY SHOW ON DMWNG ARE USED FOR GUauNCE ONLY. WETLAND MEDIA WONG R47F(GPM/5F) 1.0 GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. WEMND MEW LOADING R47E(GPM/SF) I.0 N In 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY µD CWFIOENTNL I MM_ 1. MANUFACTURER 70 PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. PROPRIETARY µD CONFIDENTIAL / MM MODS-L 4-6.33-4-4 V--LAG VOWS-L-4 6.33-4-4 V LAG Z ALL DIMENSIONS,REVATIONS SPECIFICATIONS µIL GiPACITIES µf SUBJECT TO rxs mnYcivr a ac sac 2. ALL DIMENSIONS ELECT SPECI IC DRA SPECIFICATIONS µ0 CAPACITIES ARE SUBJECT TO ea AND AC FOR PROJECT SPECIFICNCT 810 C DETAILING EXACT DIMENSIONS WEIGHTS °'""'°�"'�N`"'a�" B i o w AC II n STORMWATER BIOFILTRATION SYSTEM GWNGf.FOR PROTECT SPECIFIC DIAWNGS DETAILING EXACT DIMENSIONS WnaDS �A B U C�iQ n STORMWATER BIOFILTRATION SYSTEM µ0 ACCESSORIES PLEASE CONTACT BIO C(FAM taa+N sR�t STANDARD DETAIL µ0 ACCESSORIES PLEASE CONTACT B!0 DEAN STANDARD DETAIL U) STRUCTURE#3 - MODULAR WETLAND �z� STRUCTURE#10 - MODULAR WETLAND H - N.T.S. - N.T.S. IIWnn W o V � o Q W W C7 PER DSCC 4-4.2(3), ACCESS LIDS LARGER THAN THE STANDARD (n Z MH LIDS SHALL BE HINGED AND SHALL BE CAPABLE OF BEING Q OPENED AND HELD OPEN BY A SINGLE INDIVIDUAL. ALL ACCESS O lY LIDS SHALL BE EQUIPPED WITH A PICK HOLE CAPABLE OF BEING 0 OPENED WITH A STANDARD GRATE HOOK OR HANDLES. m aj1 TMSRECORECORD NRDG HAS BDREEN EAWING a z PARED,IN PART.BASED ON AS-BUILT INFORMATION PROVIDED BY OTHERS.WHILE THIS = Q INFORMATION IS BEUEVED TO BE RELIABLE,NO ASSUMPTION Q SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD DRAWING,OR FOR Iff.&A'.flJ,61 ,&F OMISSIONS. Andrew C.R.. 12/12/23 SIGNED BY DATE ,F Andrew Reaves,PE,Senior Principal VERIFY SCALE PRINT NAME&TI1LE BAR IS ONE INCH ON ORIGINAL DRAWING. 0-1.. gg IF NOT ONE INCH ON THIS SHEET, 3a ; ADJUST SCALES ACCORDINGLY. �< SCALE: DATE: i AS SHOWN 12/11/23 ^� DESIGNED BY: CHECKED BY: tti-avKDS/TB ACR/SS x PACE PROJECT NO. 21586 F CALLBEFORE �x YOU D�G811 REV1122-001 SHEET Ci4.3 UNDERGROUND RI (USA)