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SECTION 14, T 28 N, R 4 E, W.M.
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<br /> STORMFILTER CONCRETE CATCHBASIN DESIGN NOTES 0
<br /> <� NOTES STORMFlLNUMOATMENTOAPAGESSTEMISIONOFTHECPIWCARTRIDGTIONISALSNUMBEROWITHA11-CAF CANTRIDGES CARRIOGECACHBPBIN LU
<br /> LU
<br /> ACCESS DOVFR PRECAST CONCRETE HASAMAXIMUMOFONECARTRIDGE.SYSTEMISSNUF WITHR,'CARTRIDGE,AND IB ALSO AVABABLE WITH AN TT'CARTRIOOE.
<br /> PIPE ALLOWANCES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR TOPSW ro MEE PEAR :AULICCA UTYPERTABLEBELOw.IF THE SITE CONDITIONS ExcEED PEAK HYDRAULIC CAPACITY.A DOvmSTREAM BYPASS STRUCTURE
<br /> SHOWN IN THE PRECAST BASE SECTION,FIBERS Hsxs LOAUNc IS REouIRED.
<br /> MAXIMUM (PLACED ACCORDING TO THE WSDOT STANDARD
<br /> PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESH HAVING A ------ ry
<br /> DIAMETER MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT p A zr ,e• ,r DEEP
<br /> REINFORCEDOR SHALL BE USED WITH THE MINIMUM REQUIRED 1 E _ 1 HYDRAULIC DROP(H) sos' zr sr
<br /> PLAIN CONCRETE 12 REBAR SHOWN IN THE ALTERNATIVE PRECAST BASE } I, RAT zso"Vv +.sr 9MIN+ +ar"sM zePmM ,.eT'sPA'M +sPWR rDwIIM +-ar SIRN*T +sn"W+L I M BPECIFICFLow
<br /> cABTRIOGE FLOW w,tE ISPmI
<br /> FRAME AND VANED GRATE SECTION.WIRE MESH SHALL NOT BE PLACED INTHE Hy e,TB zs ss a 1Bm
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<br /> ALL METAL PIPE 15" KNOCKOUTS. I a vEAX HroRAuuc cAPACIn a ,.
<br /> IL NET PERM NENTPWLLEVELIA) T YJ'
<br /> •CPSSP 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER __ ovERULsmucruRE HEICHrIeI sa• A•.rc s•o'
<br /> (WSDOT STD.SPEC 9-05.20) 12" THAN 20".KNOCKOUTS SHALL HAVE A WALL INLET ORATE - CFLow MTEISAPPR-.E lTHPHOSFHOSOR'(PSORB)MEW0—
<br /> SOLID WALL PVC THICKNESS OF 2"MINIMUM TO 2.5"MAXIMUM. (SCUD COVER OPTIONAL)
<br /> TONE#3
<br /> ' YJ' YJ' 1GECEOxrECH TO PROVICE ALL MATERIALS UNLESS NOTED OTHERWISE.
<br /> WSDOT STD.SPEC.9-05.121 15" PROVIDEA I.5"MINIM UMGAPBETWEENTHE TRADE RIM z FORS IC ORawINOs WITHOEruLEOSroRMFaTeRCI,TCIntaslNSTRUCTUREDIMENSIONSaxowEH,Nrs.REABECONTACTvouR
<br /> PROFILE WALL PVC KNOCKOUT WALL ANDTHEOUTSIDEE THE PIPE. eY STONMHTncwEEREo SOLUDOWS LLC REPRESENranvE..A..,.0 —ES..
<br /> SS" AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH sroRMFlLTER CP CHvsW WATER OUALRY sraucTURE SHALL BE IN ACCORDANCEwRR AU_D.GN.—AMC INFORMATICFI CONTAINEO IN
<br /> WSDOT STD.SPEC.9-05.12 2 JOINT MORTAR IN ACCORDANCE WITH STANDARD s TH—RAWING.r`CORRUGATEDPOLYETHYLENE WSDOT SPECIFICATION 9-04.3. PLAN VIEW INLETSHOUw TBELGAIRTHANO—Er.INLET(OF APPLICABLE)AND OUTLET PIPING TO BE SPECIFIEDBY SHONEER AND PROVIDED BY
<br /> OR
<br /> STORM SEWER PIPE s.;GTWEre UCTMRETOBEMANUFACTUREDofPRECASTc CRMToMEETHszsL DR LNG.CASTINGSSHALLMEETAASHTOnearLOAD
<br /> 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADETOTHE LOWESTPIPE INVERT SHALL BE 5.5'. —WMFlL�ER ? O��LET'RE S.FILTTEACARTR10GESSNALLBE MED—LULD.PAssrvE,—ON ACTUATED,RADIAL aow.AND SELF CLEANING.RADIALMEOIAOER(HSHALLSE
<br /> GRTRIDGE TaNCHEs.FILTERMEDIACONTACTDMESH BEATLEA T SB SECONOR2",4",1",12"OR 24" 4. THE FRAME AND GRATE MAY BE INSTALLED WITH woRWAT.sPEaPlcFlowRATEISEOuurOTHEFILTERTREATMENTcAPAcmISPROarvIOEOBrrHEvaTT:acoNTAcrsuRFACEAREA(Aq.
<br /> THE FLANGE DOWN,OR INTEGRALLY CAT INTO THE FLOATABLEs BTALLATION NOTESPROVISIONS ME TIESPECIFIC DESIGN CONSIOEMTIONs PND SHALL BE PPECIFlEO BY
<br /> ADJUSTMENT SECTION WITH FLANGE UP. " BAFFLE AbVGINEEROFERECAAOLDE Eau PMENowRsuroclENaN AFT WGaND REacH CAPAcrcr To uFrarm SET THE5. THE PRECAST BASE SECTION MAY HAVEA ROUNDED -- a. rRu;oR rO PRov caTCHBasIN ILIFTIND cwTcxEs
<br /> CED
<br /> FLOOR,AND THE WALLS MAY BE SLOPED AT A RATE __ c.coFrrRACroR TOTANE AVRRovRATe MEasuREsro Pr+oTecT cARrRmces FROM coxsrxucnoN-REUTm ERoswx RuxoHF. C'AR HOOP FOR 6"HEIGHT OF 1:24 OR STEEPER.
<br /> Z INCREMENT,SPACED EQUALLY
<br /> 6. THE OPENING SHALL BE MEASURED AT THE TOP OF 10PTKINPLI
<br /> RECTANGULAR ADJUSTMENT SECTION THE PRECAST BASE SECTION. sJ 4ETPPEB
<br /> 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER PLAN VIEW
<br /> THE BASIN HAS BEEN PLACED. wITxourrasLAe 1-CARTRIDGE CATCHBASIN
<br /> FLTRAr ON B� oPrK»u1 FLOATABLEs I STRUCTURE IoORMFILTER DATA xxx
<br /> BAFFLE FILTRATION BAY
<br /> �BLOPED UD PERMAt�FR WATEROIALRV FLOW RATE cIs X.XX EO BAY INLET _ FlMSHED GRADE POOL ELEvanON PEAK FLOW RATE�l x.xx q
<br /> RETURN PERIOD OF PEAK FL OW XXX F
<br /> CARTRIDGE HEIGHT 2 ,18•.,8'DEEP)XX
<br /> / I _ -------- _ CARTRIDGE FLOW RATE XX
<br /> MMATVPE PERUTE.2PG,PSORB xxxxx �mN
<br /> STORMFILTER - WEIR WILL RIM ELEVATION XXX.X%' //''``�� .-C%
<br /> y I / I CARIRIOGE 4 PIPE DATA: I.E, DIAMETER / , f%1 2LL
<br /> #3 BAR EACH \ I V #3 BAR EACH {�'e aow N INLET SNB xDc.xx xx' Il,��`•`//I(I T°CORNER III I CORNER I I PERMANENT _ _ OUTLET STUB XXx.xx xX• v m
<br /> • is"MIN POOL ELEVATn]N Q CONFIGURATION
<br /> #3 BAR HOOP I I / f - cARTRIocE iN°PEr rwEe OURET PIPE INLE OUTLET OUTLETIAAET rI^� 3 W
<br /> SUPPORT FROM r FILTER co WI I m aIt
<br /> \ \ I FLOW KIT INLET INLET
<br /> #3 BAR HOOP Y3—_B� DB'CLEANDUr �YHI'� SLOPED LID YES1NO II���,,
<br /> ��oFM
<br /> D WSDOT STD PLAN B-5.20-01 ACCEPTABLE SUBSTITUTE % ACCESS SOLID wu GOUDOOVER YE51No
<br /> SOLID COVER
<br /> REQUIREMENTS: N
<br /> CITY OF EVERETT
<br /> #3 BAR EACH SIDE a SECTION A-A SECTION B-B °
<br /> C.PUBLIC WORKS DEPARTMENT
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<br /> #3 BAR EACH WAY �"... "-..°°' RFA,RM NR.N:M'T'LYwNLDA w of/o�/2DJ�
<br /> s PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION ... � � WNTECH' 1 CARTRIDGE CONCRETE CATCHBASIN
<br /> (SEE NOTE 1) _5'io_mPilter� _ �SOLDnota ua STORMFILTER
<br /> g CATCH BASIN TYPE 1 402 f
<br /> I3 -�`-""—'� STANDARD DETAIL
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<br /> NOTES NOTES LJ J z Q
<br /> 1.FRAME AND GRATE SHALL BE INSTALLED WITHIN±1/4" 24" 1. BOLT-DOWN CAPABILITY IS REQUIRED ON ALL
<br /> OF FLUSH WITH FINISHED GRADE. FRAMES,GRATESAND COVERS.PROVIDETWO LU
<br /> z p 2.ADJUST FRAME AND GRATE TO HOLES IN THE FRAME THAT ARE VERTICALLY F L LI ALIGNEDWITHTHEGRATE OR COVER SLOTS. LU W 0
<br /> 3 MATCH PAVEMENT SLOPE. THE FRAME SHALL ACCEPT THE 5/R"-11A NCX 2" LE STAINLESS STEEL RECESSED ALLEN HD CAP U) >0
<br /> u �IQ SCREW BEING TAPPED,OR OTHER APPROVED
<br /> O ? uw Q VARIES BY MANUFACTURER.MECH NISM.LOCATION OF
<br /> BOLT DOWN HOLES W W
<br /> 11' 0 o R DETAILA 2. REFER TO
<br /> 9-05.15(2)ANDDDE IGNDCONSTRUCTIONARD TION W U) w
<br /> F STAND RIDS AND SPECIFICATIONS SECTION 4 FOR U
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<br /> rn f ADDITIONAL REQUIREMENTS. Z U
<br /> DO G 3. FOR FRAME DETAILS,SEE STANDARD DRAWING I..L
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<br /> SRO, 4. THETHICKNESS OFTHE GRATE SHALL NOT Q LZ O
<br /> A A EXCEED 110. n
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<br /> O - - - lD" 10" MATCH EXITING SLOPE OF _
<br /> Z d - - IED,SEE C14
<br /> GUTTER OR STREET CROWN 5 STANDARD DRAWING 411.THEE CITY OF EVERETT V
<br /> SHALL GRANT THE USE OF A HERRINGBONE
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<br /> .7 GRATE ON A CASE BY CASE BASIS.
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<br /> Z O 1•��•I 6. ALL GRATESNO MUTE,DRAINS
<br /> INCIO OR%WH RETHE
<br /> N - p DRAWING 406MPED
<br /> (5 FRAME SEE ANDARD 11/4' BLANK SHALAL BE FILED IIN WITH"STREAM-,THE
<br /> WTHE CONTRACTOR SHALL BE FULLY
<br /> "LAKE","RIVER","PUGET SOUND",OR
<br /> "WETLAND"AS APPLICABLE TO THE LOCATION RESPONSIBLE FOR THE LOCATION AND
<br /> BOLT-DOWN SLOT WHERE THE GRATE IS TO BE INSTALLED. PROTECTION OF ALL EXISTING
<br /> U d UTILITIES AND SHALL VERIFY ALL
<br /> - PLASTICSHIM STRIPS TOP DETAILA UTILITY LOCATIONS PRIOR TO
<br /> Q c - - (MADOW BURKE,DAITON CONSTRUCTION BV CALLING THE:
<br /> SUPERIOR OR EQUAL)WOOD UNDERGROUND LOCATE LINE:
<br /> r- - WEDGES/SHIMSARENOTALLOWED o 811
<br /> d
<br /> A MINIMUM OF 48 HOURS PRIOR
<br /> m GRATE SEE \ TO ANY EXCAVATION
<br /> Rl - a-Q STANDARD
<br /> 0 DRAWINGS GROUT BETWEEN SHIMS WITH 10
<br /> U409,410&411 4000 PSI CEMENT CONCRETE EDw IN
<br /> TYPE A-1 CURB SOLID BRICKS OR rF�
<br /> &GUTTER RECTANGULAR SEE STANDARD ADJUSTMENT SECTION, SECTION A-ADRAWING 307 SEE STANDARD (SEE NOTE 1)
<br /> DRAWINGS 401,402, W4
<br /> WQ S 403 OR 404BRICKS . w A� q sLzoo 9 ,rW
<br /> 'E RECSOL ANGULARR SUB TIITD TTE EDXCEI TALL STEEL RECESSED AALLEN �S`YIONAL E�G� v�
<br /> Q @ BLE
<br /> ADJUSTMENT SECT ION 2 SCREWS MUST BE STAINLESS STEEL
<br /> 3 a
<br /> CITY OF EVERETT `m ISOMETRIC CITY OF EVERETT
<br /> LL JOB NO.: R313078.01
<br /> PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT
<br /> _ DATE: 04/13/2022
<br /> JDO o TM a�H`wWTP "' • D3/D`i/20v S TM�MR• FP Di/03/2019 DESIGNED:D.BAGLEY
<br /> s " TYPICAL FRAME AND $ N HERRINGBONE GRATE
<br /> m 3 GRATE INSTALLATION 407 �B FOR CATCH BASIN OR INLET 409V DRAFTED: D.BAGLEY
<br /> ) €° iP� CHECKED: B.DUNNING
<br /> SCALE: AS SHOWN
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<br /> ,0 3 DRAWING NO.
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