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

m" SE1/4 SW1/4 SEC. 34,TWP.29 N., RGE.4 E.,W.M. W m \M\O N O Q N O Ot OD OD N c'" C M N M N N N W y.1T v G 7 N LTA W a Z O Q Q Q N <• OU ~ m A9 w 3 m m 00 Q'F O a GON N ZO x Q t N Y On d N ? > O O p W W V N U 40 -0 O K K O r F i U U V J J p C] O f LY d' Z N j j M M N SITE SPECIFIC DATA SITE SPECIFIC DATA 52 PROJECT NUMBER 75285 PROJECT NUMBER 1 CSC Z PROJECT NAME HARBORS EDGE PROJECT NAM£ HARBORS EDGE PROJECT LOCATION EVERETT,WA BED PROJECT LOCATION EVERETT,WA W£RAWME 24 E TREATMENT REWIRED PAIE)//ED TREATMENT REWIRED BED c VOLUME IMSED(CFI ROW BASED(DES) PEITMFIER I I VOLUME 645LV(CF) FLOW WED(CIS) P ? m :a E FERAOR 0.050 NNDA C 0.04 VOID AREA M PEAK BRASS REQUIRED(CIS)-IF APPLICABLE 0.875 V -Do? PEAK BIPASS REQUIRED(CIS)-IF APPLICABLE 1 0.591pw T & Q Q PIPE DATA LE MATERIAL DIAMETER OUTLET PIPE CARTRIDGE PIPE DATA LE. MATERIAL DbWE7E4 SEE AYT76 �-�TER SEE NO/E5 ni a s N' e U :(_n INLET PIPE I 147.69 PVC 12' i lN[f1 P/Pf 1 INLET PIPE 133.73 PAC 12' CARIPoDGE INLET PIPE 2 147.69 PAL' 12" SEE NOTES � OUTLET PIPE 131.00 PVC 12' � �ts�tt �n �>V OUTLET PIPE 146.36 PAC 12' 1 SET NOTES . "f PRETREATMENT &OFlLTRITION DISCHARGE 1v SEE HOTS W c. :U PRETREATMENT BIORTRATION DISCHARGE �,. n RIN ELEVATION 131,80 1J6.80 IJ6.80 RIM ELEVATION 75237 /52 PLAN VIEWJ7 I52.J7 SURFACE LCV10 HB-20 PLAN VIEW SURFACE LOAD HS-20 E '. s MIN BasE rRWE&COVER 36'x 60' LEFT END VIEW Q �.wasH 7 nE36'X 60' LEFT END V/EWW£RANDAIE014 WLUME(CY) 0.95) 0.95 NROI TCE SIZE(DLO INCHES) 4 EA 00.60'4 FA 00,65" MACH CAST--AV 8'TRICK CONCRETE 6 ,p 3t 257 C L AR BY PflE-CASTER CO mC10R HATCH GST-R e'IHItCIC CONCRETE C/L `Fn. /WEDGE COLLAR 10 MEET IS C L COLLAR BY PRE-CASTER.COJN7RAClOR .'.� 75237 TOSlW/WFDCE COlIAR TO Alff7 ES ��1T<<� ES 1J880 FS Gel T INSTALLATION NOTES �•A" INSTALLATION NOTES TOP OF B, 1 1. CONTRACTOR TO PRONTO£ALL LABOR,EQUIPMENT,A14MR14LS µD 1. CONTRACTOR TO PROVIDE ALL LABOR,EQUIPMENT,A44TDMLS µD INCIDENTALS REWIRED TO OFFLOAD µ0 INSTALL THE SYSTEM AND INCIDENTALS REWIRED TO OFFLOAD µD INSTALL THE SYSTEM µD y y APPURTENANCES IN ACCORDANCE WITH THIS DRAWING µD THE -�--- MPURTENANCES IN ACCORDANCE WITH THIS DRAWING µ0 THE _1__ 134.23 MANUFACTURERS'SPEClf7CA0ON$UNLESS OTHERWISE STATED IN PEAK e y ANUFACTURERS'SPECIFICATIONS,UNLESS OTHERWISE STATED IN I PFiIA �O V Cp n u MANUFACTURERS CONTRACT. ROW CONTROL h w O MANUFACTURER'S CONTRACT. Rom, , 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER REWMMENOS A RISER F av 2. UNIT MUST BE INSTALLED QN LEVEL 84SE MANUFACTURER RECOMMENDS A - _-y MINIMUM 6'LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT MIN/MUM 6'LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT J W LNOINEER.CONTRACTOR IS RESPONSIBLE FOR VERIIING PROJECT z e ENGINEER.CONTRACTOR/S RESPONSIBLE FOR VERTRING PROJECT I• 133.73 II F O ENGINEER'S RECOMMENDED BASE SPECIFICATIONS E 01/7 ENGINEER'S RECOMMENDED 84SE SPfClfMAWNS 131.W E IN 6'-46' N 9. CONTRACTOR TO SUPPLY µ0 INSTALL ALL SURFACE COCNCREEE(PIPES 4. CONTRACTOR PIPE TO SUPPLY µ0 WITH TALL ALL SURFACE L CONCRETE(PIPES E ONT 7 Z 1n cn ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE PIPES 6' 4•-0' 6' 6'-4' 6' ALL PIPES MUST BE ORUSH FLUSH) INSIDE SURFACE OF CONCRETE PIPES 6' 4'-0' 6' RIGHT END VIEW CANNOT INTRUDE BEYOND RUSH.INVERT OF OUTFLOW PIPE MUST BE 5'-0' Y-4' C,4NNOT INTRUDE BEYOND RUSH. TORT OF OUTFLOW PIPE MUST AL W Q FLUSH WITH DISCIARGE CHAMBER FLOOR. ALI PIPES SH411 BE SEALED FLUSH WYIN DISCIGWGE CHAMBER BOOR. ALL PIPES SHALL SE SEALED 5•-0' N VJ WATERTIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL ELEVATION VIEW R/OHT END VIEW WATERTIGHT PER MANUFACTURERS STµ04RD CONNECTION DETAIL. ELEVATION VIEW W W 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPE$RISERS, 5. CONTRACTOR RESPONSISLE 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 SPECIFIED OTHERWISE. MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIITED OTHERWISE O Q W 6. VfGETADON SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH = _ Of VECETANON MUST HAVE DRIP OR SPRAY IRRIG470V SUPPLIED AND INSTALLED INTERNAL BYPASS DISCLOSURE: TREATMENT ROW(CIS) 0.054 VEGETATON MUST MVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED INTERNAL BYPASS DISCLOSURE: TREATMENT Raw(CFS) 0.054 W BY OTHERS BY OTHERS. W > 7. CONTRACTOR RESPONSIBLE FOR CONTACBNG BID CLEAN FOR AC77VA77ON OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERADNG HEAD(Ff) 2.5 7. CONTRACTOR RESPONSIBLE FOR CONTAC77NG BID CLEAN FOR AC77VA77ON OF THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE RENEWED OPERATING HEAD(FT) 25 W UNIT.MANUFACTURERS WARRANTY 6 VOID WITHOUT PROPER AC77VATION BY AND APPROVED BY THE ENGINEER OF RECORD. HGL(S)AT PEW ROW SHALL BE PRETRETMENT W 41 MMG RATE(GPM/SF) 19 UNIT.MNFUFACTURERS WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY AND APPROVED BY THE ENGINEER OF RECORD. HGL(S)A7 PEAK ROW SHALL BE pRE/RE4/MENT CQ+DINC R4/E(GPM/SF) 7.9 a O A BIG CLEAN REPRESfNmm.. ASSESSED TO ENSURE NO UPSTREAM FLOODING PEAK HGL µD BRASS A 810 CLEW REPRESENM7Nf. ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK Ha AND BRASS N GENERAL NOTES CAPACITY SHOWN ON DINNING ARE USED FOR GUIDANCE ONLY. WETLAND MEDIA WONG RARE(GPM/SF) 1.0 GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. WETLAND MEDIA LOADING RATE(GPM/SF) 1.0 N � 1. 94NUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. JnLPROPRIETARY µD CWFIOENML' M MI_ 1. MANUFACTURER TO PROVIDE ALL UATERALS UNLESS OTHERWISE NOTED. PROPRIETARY µ0 CONFIOfNTIAL / N VOWS-L 4-6.33-4-4 V--LAG VOWS-L-4 6.33-4-4 V LAG Z ALL DIMENSIONS REVARONS SPECIFICARONS µD WAC171 µf SUBJECT 10 Ixs arumw a ac sac 2. ALL DIMENSIONS E[EYAIIONS,SPECIFICATIONS µ0 CAPACITIES ARE SUBJECT TO Q' CHANCE FOR PROJECT srECIIO DIUWINGS DETAILING EXACT DIMENSIONS WEIGHTS °'""'°�"'�N`"'a�" B i o AC II n STORMWATfR BIOfILTRATION SYSTEM CHANGE.FOR PROTECT SPECIFIC DIGWINGS DETAILING EXACT DIMENSION$WnaDS �A B o U C ea n STORMWATfR BIOFILTRATION SYSTEM µ0 ACCESSOR/f5 PLEASE CONTACT fll0 CCFAN taa+N s A STANDARD DETAIL AND ACCf550R/f5 PLEASE CONTACT BIO CLEAN STANDARD DETAIL �.�w w,wr uw,ex wm cur rla ..w. „o..> wAw w.vex wm ovrra.sm.romn?ama,Fiw.. J 1 STRUCTURE#3 - MODULAR WETLAND z STRUCTURE#10 - MODULAR WETLAND H - N.T.S. - N.T.S. IWn W LLI V � W C) 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 LIDS SHALL BE EQUIPPED WITH A PICK HOLE CAPABLE OF BEING O 0 OPENED WITH A STANDARD GRATE HOOK OR HANDLES. atJ Q Z �F FAR IS ONE INCH ON ORIGINAL DRAWING. 0-1" g IF NOT ONE INCH ON THIS SHEET, ggg� 8rc ADJUST SCALES ACCORDINGLY. SCALE: DATE: AS SHOWN 1 05/12/23 rc DESIGNED BY: CHECKED BY: DS CALL BEFORE PACE PROJECT NO. 21586 F YOU DDG811 REV1122-001 SHEET C4.4 UNDERGROUND RI 1�)