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660-CPS
<br /> 660-CPS
<br /> ,eFl 6g
<br /> %°aal.In o105 G
<br /> e (�M... yat 7 .'';m
<br /> BPU�1216 ,2'O ffTYRCAL w,n]iREwrs» e um ocea,R P a. »IT0'• II- ;A» .,
<br /> WALL MICNNESs '�Ladi
<br /> WADOE GOLD " vaa —
<br /> MEDIA AREA (Tpk ZN9 Dan Dane -�-
<br /> Treatment Flow Rate °r o°RAIFOHoow'n oeACE .a,ePe, „»,x,„ .,. ,.^ r• e
<br /> 64gpm/0.143 CFS INLET.BYENKq s•.u•WLEr wlwow. x•,•er,ma.e,»»M fr`-=its 2 OB
<br /> Peak Flow:3.25 Cfs 1e.6.12-w COBBLES FOR .a�e..Ex 'Cy <. °nb N)-
<br /> ENERGY D SS PATpN .,r ,.,.
<br /> NOTE:FLOW RATES ABOVE ARE THE _ T A A
<br /> e-e
<br /> MAXIMUM ALLOWABLE UNDER CURRENT ggFlLypAppry' TOP SLAe not sNanN lry 6 BAN.»'�`"��` '� TOP .t
<br /> GULD DESIGNATION.
<br /> GUILD SHALL APPROVED LESS
<br /> FLOWSPROJECT
<br /> THIS UNIT. ra r-0.11v�pwgMW % O -Fl_F
<br /> RATES SHALL BE LESS THAN OR EQUAL TO \ I / _
<br /> v �D
<br /> �+' I� swtmle,a i11:",r,'I,�1, I
<br /> � � r i� rM•uorrEo we nae ny,,wxrkee°io n s�Ia�,lir'wrx. ,*1 L- ------- -
<br /> 1.,P UNOFAORAW
<br /> u4."ewEw oP uaa,wn.. (i ETL corePLAN VIEW
<br /> PIPE •r*w.M. .Ino s I Iy dn,.. u.a •/R okR M..Pta n Tw
<br /> prvgER WALL e/Tletltle CmneNer A_"K,9 i» etO y invent wer Butt R»u Sa an o Cyak,cYp YeGle (1 EmNUCaner)°,
<br /> OUilET.06'OPENING ,¢a.Mm NIE FOR Or PVC. PLAN VIEW ema.ad `"` BASE ASSEMBLY "o _
<br /> nn»tor�.T»
<br /> NO.666CPS-B e
<br /> m[w"ce uoasv.,wsa !A aIE
<br /> IE
<br /> ..
<br /> e N.wdI 5 532.60
<br /> vES EQOIPPEo 32.43
<br /> R _T
<br /> AA PICA(IgiD L�AVABLE OF BEING OPENED eeconv.nwrcl 6.I60 Ip,
<br /> II
<br /> N A STANDARD GRATE HOOK OR 2%B3V ACCESS COVER WITH I NNER STANDARD MH. iylal
<br /> rt T P
<br /> RANOLES. EQUIPPED WITN A PICK HOLE CAPABLE OF BEING OPENED euo e.rtxrwm�e,r
<br /> I—MONOLITHIC). WDH A STANDARDGRATE HOOK OR HANDLES "KRe Codee y io
<br /> ONIDER WALL DIwDER WALL (CAST MONOLITHIC).
<br /> PoM:gt1 M' �. _ 6 0� E
<br /> -
<br /> eYPASgWEIR 1CTOPSLIB 91M• 0� de
<br /> 2,96' EL:603.9P
<br /> XAET.pB opfNm APwWFo AKEN_[]
<br /> FOR ea•PVC,fARSIDE.
<br /> E- II Isz EL',s>z 1< MIcH REWSE ANo REsu9MIr.❑ OPTIONAL TOP-NEAW TRAFFlO
<br /> 1 I I ISIzsI 1 X- No.GMT-CPS-HD b
<br /> INLEr,oe•OPEWxc I I I I zs. II 1 1 omoER}-R' ND.zsT
<br /> FOR O6•P/L. I I I tYMmMa^WALL 1.9o0 I6e. n oee Rows�wu
<br /> mAss z„• 11 J 111 aA o�'��, °,u q \ \
<br /> ? I I
<br /> 5.»wLET m o�rnv, _ I 6•DRUN RoeK =b""iwE wiE j:z sued.A�.«e A.,IImI.) .-E. / I-r-6•-}�r-0•�}-,'-6•-I
<br /> IE:Sb2}EL:6303} C
<br /> WEIR
<br /> 5 B.l9E 9lAB V_g•
<br /> EL 52B.Y3 / \ -Cpsvrny
<br /> CAP FOR OPTgNAL WTLET.%OPENING m IE 632 DES FOH ENERGY DISBIPAT ON .•'•o^ ,( 1•-0' SECTION AA
<br /> DRNN-DOWN DEVICE FOR 08'PVC. CUTLET,¢COPENING�_1'J' 6'.,1•MLET WINDOW, 01'SL0ITED PVG UNOEROegIN \ ^i^i Y OOK _ 0�env, rw
<br /> UrvpfROPAIN FOROVP]C.rE \R LE !:•,`::;�;",.... J yL 16• \S// \ / •�0� re
<br /> OUTLET ORIFICE. CAP FOt OPTIONAL :.>':'.',a l.'"�:•.'.°.'.: \\VI/" tO5 W4 EIONi 60 MICA - Oim wtnwtom e�,
<br /> ORAIN-DOWN DEVICE •",bPtl^MoeW 4lium•^ 5-4• Pp Ban -u,m D.eNN 4»-t]0 urene
<br /> LEFT END VIEW ELEVATION VIEW riimin-muryl of Oraplat P..om.e M»env.
<br /> Fyd.co..eN "0140—vxA D w aw m d In.. rea.k D»Iynl xP.
<br /> © rm aPw rre n Note:Designed for 0 to 5'-0'of Cover x'�9°m onONmvynat.eta - - N(6s.cis•oPoe u e..eE.tt.,ao�rrormmra'm�m.d��'.a�co aaA,'oo:e1
<br /> LWEro,A WA ,ale etl�a a 660 CPS R aew a
<br /> 660-CPS 660-CPS 660-CPS 660-CPS
<br /> a-]I3msBW.12B 0Oldcastle,Precast, HMNO 02 OIL/WATER SEPARATOR 0Oldoastle Precast' FW N. D2D860CP5 OIL/WATER SEPARATOR
<br /> m:..—WxP 'DreyPR 9]DTDa123 6e� 1 m P COALESCING-105 GPM PO Bo.V3.W mft.Oteyon9]oN23 I»Ve D01e
<br /> ]G :2o1e COALESCING-105 GPM
<br /> u(50})fiB2-ZB» Fu:(603)082-265] o1d111tI1Pr1C11LOo IM111-11e 11:E—)68E— F.;(603)6BF-Zfi5] aId—Itip—ILCOINWIIAo101.
<br /> B 6 0 6.1IOPOD DETAILS s
<br /> NTS G4.DD OIL-WATER SEPARATOR DETAILS OIL-WATER SEPARATOR DETAILS $
<br /> NTS C4.00 NTS C4.00
<br /> I
<br /> ® NOTES
<br /> PIPE ALLOWANCES 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR
<br /> SHOWN IN THE PRECAST BASE SECTION,FIBERS
<br /> (PIACED ACCORDING TO THE STANDARD
<br /> PIPE MATERIAL INSIDE SPECIFICATIONS),OR WIRE MESHESH HAVING A
<br /> DIAMETER S NIMBE USED WITH
<br /> THE
<br /> SQUARE M REQUIRED
<br /> FOOT
<br /> PLAINREINFORCEDORCONCRETE
<br /> SHALL BE USED WITH THE MINIMUM REQUIRED
<br /> PWNCONCRETE 12' RECTI N.WIRE
<br /> IN ALTERSHALL
<br /> PRECAST IN THE
<br /> FRAME AND VANED GRATE SECTION.WIRE MESH SHALL NOT BE PLACED IN THE
<br /> ALL METAL PIPE 15' KNOCKOUTS.
<br /> •CPSSP 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
<br /> (WSDOT STD.SPEC.9-05.20) 12• THAN 20".KNOCKOUTS SHALL HAVE A WALL
<br /> SOLID WALL PVC 15• PROVIDETHICKNESA 1..5"M MINIMUM GAP BETWEEN I THE
<br /> W500T STD.SPEC.9-05.12 1 KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE.
<br /> PROFILE WALL PVC 15. AFTER THE PIPE IS INSTALLED,FILL THE GAP WITH
<br /> J WSDOT STD.SPEC.9-05.12 2 )DINT MORTAR IN ACCORDANCE WITH STANDARD
<br /> S •CORRUGATED POLYETHYLENE WSDOT SPECIFICATION 9-04.3.
<br /> STORM SEWER PIPE
<br /> 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE
<br /> TO THE LOWEST PIPE INVERT SHALL BE 5.5'.
<br /> 2',1,6',12"OR 24' 4. THE FRAME AND GRATE MAY BE INSTALLED WITH
<br /> g THE FLANGE DOWN,OR INTEGRALLY CAST INTO THE
<br /> ADJUSTMENT SECTION WITH FLANGE UP.
<br /> S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
<br /> FLOOR,AND THE WALLS MAYBE SLOPED AT A RATE
<br /> -ONE 43 BAR HOOP FOR 6'HEIGHT OF 1:24 OR STEEPER.
<br /> INCREMENT,SPACED EQUALLY
<br /> 6. THE OPENING SHALL BE MEASURED AT THE TOP OF
<br /> RECTANGULAR ADJUSTMENT SECTION THEPRECAST BASE SECTION.
<br /> 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER
<br /> THE BASIN HAS BEEN PLACED.
<br /> Y6�0\ ,1ief�,
<br /> I I
<br /> 1 I I
<br /> a3 BAR EACH
<br /> CORNER /' I .` I $ �RIMR EACH
<br /> _ I i�1
<br /> I 2 18"MIN I
<br /> 1 p3 BAR HOOP
<br /> a I I
<br /> o3 BAR HOOP
<br /> S 6 \ WSDOTSTD PLAN 8-5.20.01 ACCEPTABLE SUBSTITUTE
<br /> s E i CITY OF EVERETT
<br /> UR3 BAR EA_HSIDE v }PUBLIC WORKS DEPARTMENT
<br /> B R3 BAR EACH WAY _ -.wn
<br /> o3/micron
<br /> PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION -
<br /> ISEE NOTE 1) CATCH BASIN TYPE 1 . `402
<br /> CATCH BASIN TYPE 1 9
<br /> '€ NTS C4.00
<br /> 1 3/30/22 TJP KEC JOE CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY
<br /> AST/KWP TJP
<br /> LMJ HYUNDAI SHEET
<br /> 2 10/4/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #1 • Call 811 7800 EVERGREEN WAY, EVERETT
<br /> CHECKED BY APPROVED BY • two business daysPff 16015[h Avenue,Suite 1600
<br /> 3 11/23/22 TJP KEC JDE PUBLIC WORKS PERMIT RESUBMITTAL #2 KEC JDE before you dig Seattle,WA98101 ��
<br /> DATE 206.622.5822 4
<br /> 11/23 2D22 www.kpff.com STORM DRAINAGE DETAILS •
<br /> SCALE:
<br /> NO. DATE BY CHD. APPR. REVISION J 0 8 No. : 2100507 AS SHOWN
<br />
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