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B:\washington\Everett\soundview\2drawings\EVSV_122G.dwg Sep 26, 2022 - 12:23pm
<br /> NE AND SE 1 4 NE 1 4 SECTION 03 TOWNSHIP 28 NORTH RANGE 4 EAST W.M.
<br /> NOTES:
<br /> 13'-0" t (n
<br /> 8'TYPICAL Z
<br /> UNIT ID:Vault 3 8' 2-00 0„ -WALL THICKNESS ATsBTAB E=5 BELow O
<br /> BPU-6121E-8 8 MEDIA AREA R EARTN PRESSURE(EFP1=
<br /> oa° E w
<br /> OUTLET,018"OPENING DIVIDER WALL �F' .
<br /> WADIDEGULD FOR012"CPEP,IE:323.38' COBBLES FOR ENERGY e.NAwLEio;'oOaEOwRnE�:E=BOPS �
<br /> Treatment Flow Rate DISSIPATION FOUNDATIONS, PERB°a DMCE
<br /> TOP SLAB NOT SHOWN IN m O o 0 0
<br /> 96.0 gpm/0.213 cfs 5" - THIS VIEW FORC ARITY. CONLLBEEaro Ps MINIMUM
<br /> STRENGTH
<br /> 2'-10" �r y', q it COVERS SHOWN IN PHANTOM a INIMUM ASTM A-sts
<br /> T-0"8'-0" 04"SLOTTED PVC aTafi GRADE BD. I
<br /> UNDERDRAIN 1
<br /> 5 OR
<br /> 4 REINFORCEMENT:ASTM A-1069 512
<br /> 2'-10"BYPASS WEIR, N.. Y5^ '6/w GRADE eo ..
<br /> EL:326.05' j;p'x,�,?.'°`t- q,_5,t`::� s CEMENT ASTmctso sPECEWON N N
<br /> A. 0 N N
<br /> INLET,018"OPENING
<br /> 1 4"x24"INLET WINDOW'
<br /> S.ASTMcsts \ \ \
<br /> 2 FOR 012"CPEP,IE:325.55' I IE:325.5S ] Q \ \ \ \ \
<br /> 9"I� ACCESS CAP FOR OPTIONAL o 0 0 o O
<br /> DRAIN-DOP_ETER...TEG LEAS
<br /> WN DEVICE
<br /> PLAN VIEW N`TE,L L`NRsoaG�°re-N.E
<br /> 2X 018"BOLTED&GASKETED ACCESS COVERS. ACT
<br /> BI_ F
<br /> DISIGNPARAMETERSARE
<br /> FIELD GROUT AS NEEDED TO MEET GRADE, 1X 036"BOLTED&GASKETED ACCESS COVERS, CTURE
<br /> 2X018"x6^GRADE RINGS. BY OTHERS. FIELD GROUT AS NEEDED TO MEET GRADE, JIroIREV-0 TwssuaMITTAL. -=r
<br /> 28X 018"x12"GRADE RINGS. 31/2'ADJUST TO GRADE BY OTHERS. 31/2"ADJUST TO GRADE S.
<br /> RIM:347.00' RIM:347.00' RIM:347.00' AFTER PIPES ARE INSTALLED ALL ANNULAR
<br /> C C FOR FULL
<br /> IF A
<br /> T.E INVIDE FACE OF THE corvcRETE Q0 \ o
<br /> S RESPONSIBLE TO VERIFY ALL
<br /> SIM,LOC NS AND ELEVATIONS OF O
<br /> r'J �
<br /> 10.RESPONSIBLE TO ENSURE
<br /> ADEQUATE BEARIN ACE IS
<br /> G_F_EG AND
<br /> O
<br /> LPER PROJECT ED(I.E. -
<br /> 1X036"x6'GRADE RING. SPscINCAT ON `
<br /> EXT 14X 036"z12"GRADE RINGS. 1 Rs/ArvcLES AND EwuAL PIPING BY
<br /> oas
<br /> 21.45' 23.82' 12.(MEDw�HPICK MSEPHa�E=21.D00LB5.
<br /> [25T40"f TELv) p p
<br /> [283.44'] 24 29' 'THIS MUST BE FILLED OUT BEFORE \ \ ~
<br /> MANUFACTURING BEGINS'
<br /> 1291.44'7 Y Y
<br /> --i APPROVE EXCEPTIONS
<br /> D W/NO EXCEPONS TAKEN:
<br /> -- -, ---- I APPROVED AS NOTED: QL
<br /> ____ __ lWTOPSLAB REVISE AND RESUBMIT:
<br /> Lj
<br /> I I
<br /> DIVIDER WALL
<br /> BYPASS WEIR,
<br /> EL:328.05' SIGNATURE DATE
<br /> 2 EL:323.38' 1 2" II I IE:323.38' I 1 2'
<br /> n G vine InfraStNCtUre
<br /> EL:326.05' i�H L ]N 72 IE:325.55' 2 MULCH D R
<br /> 18 Sto Mi.TM
<br /> BYPASS WEIR I II INLET,018"OF 3'-4" /--- �I ME IA WALL
<br /> FOR 012'CPEP. 8'BASE SLAB
<br /> Z EL:322.]i' Z
<br /> ACCESS CAP FOR OPTIONAL COBBLES FOR ENERGY cc pBic,Pod Biofilter Systems[c:'ppG Jj pEfF Sp 9
<br /> DRAIN-DOWN DEVICE OUTLET,018"OPENING 1'-3" DISSIPATION Underground Vault with lntemal Bypassp.o 1
<br /> OUTLET,018"OPENING J 4•x24'INLET WINDOW, FOR 012"CPEP. I 4N 4"INLET WINDOW, 04"SLOTTED PVC UNDERDRAIN _
<br /> FOR 012"CPEP,NEARSIDE. IE:325.55' INLET,018"OPENING J IE:325.55' _ Coe&Main
<br /> UNDERDRAIN OUTLET ORIFICE FOR012"CPEP,NEARSIDE. \ SouncL
<br /> LEFT END VIEW ELEVATION VIEW soNnd ewTednoloaycemer-E eren.wA q p 418'T yoke
<br /> ACCESS CAP FOR OPTIONAL SDI op 4'CISTEt<
<br /> DRAIN-DOWN DEVICE �SS10MAL OV .23,22
<br /> 2 CHANGED INLET/OUTLET IF PPS 6/20/22 v+v1z DtD-nu RRs AFo
<br /> 1 CHANGED OUTLET E.REMOVED DRAIN DOWN DEVICE PPS 6/9/22 22-899016-BP-1218_Vault3 Nv +of+
<br /> REV DESCRIPTION BV DATE
<br /> 0
<br /> BIOPOD DETAIL - VAULT#3 OUTLET
<br /> ors
<br /> 0
<br /> _1 m N E.
<br /> 13'-0" NOTES: OR
<br /> 6'TYPICAL 1. 0 U N N
<br /> 6 12-0 WALL THICKNESS I`�\ X
<br /> UNIT ID:Vault d MEDAAREA ATERTABLE=5 BELOW W N N
<br /> 2X N
<br /> BPU-6121E-8 y„ ACCESS CAP FOR OPTIONAL 1RSuiEIRALtFARTNPRESSURE(FFP)=a6 F C
<br /> INLET,018"OPEN ING DRAIN-DOWN DEVICE nF RAIL LIVE LOAD SURCEARG-W FEE
<br /> WADIDE GUILD FOR 012'CPEP,IE:402.21' 4"x24"INLET WINDOW, e.(APPLIED TO BELow GRADE).
<br /> \ [
<br /> E:402.21 ADJACENT
<br /> v
<br /> Treatment Flow Rate FDILLINGDNa PFRaDR
<br /> 96.0 gpm/0.213 cfs BYPASS WEIR, p= T P SLAB NOT SHOWN TH S V EW FORC ARITVN
<br /> COM
<br /> 2'-10" EL:402.71' 3 sHAL BEB000 Ps ENT REB R As MAs
<br /> COVERS SHOWN IN PHANTOM
<br /> . STEEL
<br /> N
<br /> INIMUM
<br /> T-W 6'-0^ ATas GRADE SD N O
<br /> 04"SLO MESN NFo ATTED PVC 4 RCEMENT ASTM taro 112, u! CO
<br /> UNDERDRAIN - GRADE SD - t
<br /> RE
<br /> z-16 s CEMENT:ABTMc1FD EPEDFur ON. aD 3
<br /> v
<br /> 6 N h J
<br /> OUTLET,018"OPENING I COBBLES FOR ENERGY e.ASTMC01s
<br /> 0
<br /> OR 012"CPEP,IE:400.04'
<br /> J DISSIPATION T. N
<br /> DIVIDER WALL PI EMI"
<br /> 2X 018"BOLTED&GASKETED ACCESS COVERS.
<br /> FIELD GROUT AS NEEDED TO MEET GRADE, PLAN VIEW IX 036"BOLTED&GASKETED ACCESS COVERS, ENTS(.E ve Sono ru�ENGE
<br /> FIELD GROUT AS NEEDED TO MEET GRADE, WAMAeLEIE IF f/'N
<br /> 24X 018NlT GRADE RINGS. BY OTHERS. V J
<br /> BY OTHERS. ciuRE
<br /> 4"ADJUST TO GRADE 4"ADJUST TO GRADE uPory REVIEW of THIS SUBMITTAL 1
<br /> RIM:421.20' RIM:42120' RI M:42110" RIM:421.20' S. J
<br /> N
<br /> If �IEZL%E Q
<br /> STRUCTURE
<br /> THEAGEDF�ECDNCREIE W
<br /> N 9.
<br /> N NSA ND ELEVATIONS OF ALL
<br /> p OPENINGS.
<br /> 11
<br /> IONSIBILEMENSIGI
<br /> 12X 036"x12"GRADE RINGS. DsAM LPERPRAC"SOJECT10"ED ILE. I- O
<br /> N SPECIFIGA ONS). W Q
<br /> (n 1899' 11.OTHERS. OLES AND EXTERNAL PIPING By > = Z
<br /> LU
<br /> I22].88'7 1 MAXIMUMPICxwEIGH'I':easE=zt,sOD Les.
<br /> 21.18' 2 (MEDIA sHIFFEDEEPABATELv) Q Q
<br /> 1253.92-1 1 21.83'
<br /> N 'THIS MUST BE FILLED OUT BEFORE w j
<br /> [261.929
<br /> P MANUFACTURING BEGINS' ' LL
<br /> N Q10'TOP SLAB APPROVED W/NO EXCEPTIONS TAKEN: O (l,
<br /> APPROVED AS NOTED:[_] 0 Ir
<br /> REVISE AND RESUBMIT: O 0 W Q
<br /> yDIVIDER 4'-0" LLI Z
<br /> rn WALL
<br /> c
<br /> 3 m W Q
<br /> o BYPASS 1EIR, SIGNATURE DATE
<br /> EL:402.71' EL:402.71' II ---- ---- MULCH
<br /> 3 IE:402.21' -__ L-- J it �j iI� 'i Infrastructure Z
<br /> 3`10'
<br /> 2.6. DIVIDER 4'-0'
<br /> I� 18"M Mix"' _
<br /> '> INLET,018"OPENING II Z�NII --� BYPASS WEIR 3-4" II i WALL
<br /> 'a M IA rocov.n Aar
<br /> c FOR 012"CPEP.
<br /> - --- ---- __ IE:400.04' EL:400.14' I-1'-2" �++- - -+++�� 6"DRAI ROCK �:Poa....is..E..o.E"..a Q
<br /> 8"BASE SLAB
<br /> o EL:399.37' "`ooc c"c w.i.c".c..iccio"o c.i"c..cc
<br /> ACCESS CAP FOR OUTLET,018'OPENING � COBBLES FOR ENERGY 04"SLOTTED PVC UNDERDRAIN razz o,c.cccc ixc..cc.uv.u.c
<br /> OPTIONAL DRAIN-DOWN INLET,018"OPENING 1'-3" DISSIPATION BioPotlTMoBiofiller System !1�
<br /> DEVICE FOR012^CPEP. FOR012"CPEP,FARSIDE. TYP Untle . Vault:.'Etemal9Xie LL
<br /> a`J 4"x24"INLET WINDOW, UNDERDRAIN OUTLET ORIFICE J 4"x24'INLET WINDOW, nnaa
<br /> IE:402.21' OUTLET,018"OPENING IE:402.21' Core&Main �� V
<br /> i LEFT END VIEW FOR01TCPEP,NEARsIDE. ELEVATION VIEW "°"`""`
<br /> ACCESS CAP FOR OPTIONAL ®N SounMiew Technologynter-EvereO,WA O
<br /> GRAIN-DOWN DEVICE C1111 O10AV Prs AFo
<br /> 1 CHANGED OUTLET IE,REMOVED DRAIN DOWN DEVICE PPS 6l9/22 22-699016-BPU-6121BVault4 �.u"h 1OF1 �am�ti REV DESCRIPTION BY DATE C-2.14
<br /> Know what's below
<br /> DO
<br /> BIOPOD DETAIL - VAULT 4 OUTLET Call before youdi
<br />
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