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A • B * C • D * E * F * G * H
<br /> OUTLET PIPE i TO STORM SEWER STRUCTURE
<br /> (SEE NOTE 5) NO. 7 ON DRAWING C-603
<br /> 0 1
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<br /> TO STORM SEWER STRUCTURE
<br /> NO. 7 ON DRAWING C-603 CRUSHED SURFACING BASE
<br /> COURSE (SEE NOTE 6) STA. "El" 32+43.79
<br /> -
<br /> STA. "El" 32+27.79 ' 8.00 RT
<br /> -
<br /> ' NORTH GENERAL NOTES:
<br /> 8.00 RT .• 1177\ t .. . ...... .. •
<br /> . 48 :,
<br /> 1. STORM FILTER BY STORM WATER MANAGEMENT, PORTLAND OREGON
<br /> :•:. • . F--• . . •i •, • • `1""' 4 4 • • . ' ' PRECAST
<br /> 4 .1 . .... (503-240-3393) MEETS THE SPECIFICATIONS FOR THIS STRUCTURE.
<br /> 4 4 A A •
<br /> CONCRETE
<br /> 1 •
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<br /> ..•• .4 ' ca"*. i.... fl." f*"." 1."." 1.1"."'\ 7 CARTRIDGE :1.. VAULT 2. NOT USED.
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<br /> UNDERDRAIN 3. PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH
<br /> . ...:
<br /> DETAIL ak ASTM C858.
<br /> • , csm"'\fl"-"I'\ITh 1.--" . 11-" ,. 1.... . / C-611 4. MANHOLE COVER TO BE MARKED "DRAIN" IN 3'' RAISED LETTERS.
<br /> • ,
<br /> Oil 11110111NI V ArigLCALIZZ,.12:1:;.--2,1:"Al.tr2M4::MZrbgS,t:=t'bLcAE!.=tior Are Arsoll 4
<br /> • -.0, ,.. INLET PIPE
<br /> 0 .
<br /> 4,,,,,,-' - 5. FLEXIBLE COUPLINGS TO BE SET 18" OUTSIDE FACE OF WALL. FERNCO OR
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<br /> I. •,• 7:*\ 7 I 4 C: ifTh Til 1".
<br /> 111111. 4..... Olio I. ENGINEER APPROVED. ,
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<br /> , • 4, ..........IM7-61. 6. BACKFILL WITH 18-INCH THICK CRUSHED SURFACING BASE COURSE FOR
<br /> .. Iing WALLS ALONG ENTIRE LENGTH OF VAULT WALLS.
<br /> , ,
<br /> i 6.4tr." /4 N c." ,IL4"":
<br /> W. • • 7. PRECAST STORM FILTER EQUIPPED WITH KNOCKOUTS AT ALT. INLET/OUTLET
<br /> am IIIIIIIIIIr A as N ri;razgulz;:.=2 ziti:uzi ig:::1,1^VIA rl=,1ggv:ZAI;3:-.Z.1 CI V,V;11Ir."1:::10 .41, 4 . --
<br /> ,\,..........}1rAiLyL...} -,\,.......-_} ,:, .. 41 /lc,, ,' .. .....-j1,c,'," ..........} LOCATIONS. CORINGS AVAILABLE WHEN SPECIFIED.
<br /> ,
<br /> 0 •
<br /> • OUTLET
<br /> .• .. • 4 BAY " rmlish. 111-1 ,--"' -lir-fiTh f"---\r•Th 7 ENERGY 8. DETAIL REFLECTS DESIGN INTENT ONLY. ACTUAL DIMENSIONS & VAULT
<br /> 4 DISSIPATOR CONFIGURATION SHOWN ON PRECAST VAULT SHOP DRAWING. t
<br /> Oil ill r AtiorAurAutre- Ally ACV A III r A[OrAilir AotwArrAEibr ,iiir Altilii
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<br /> CC,I E--48, )
<br /> 9SEE DRAWING C-606 FOR CONNECTING PIPE LINES.
<br /> , a• - 4 •
<br /> • • 4 • • :••, , ,coC1E----,V.0 10. REFER TO ATTACHMENT A TO SECTION 01900 IN SPECIFICATIONS TITLED
<br /> a 4 • •.
<br /> •
<br /> el '1 - 4 ..1 •
<br /> . ., •
<br /> . • PRECAST CONCRETE STORM FILTER VAULT" AND "PRE-TREATMENT VAULT".
<br /> .
<br /> • • 11. THE CONTRACTOR MAY NEED TO DITCH AROUND THE OUTSIDE OF BOTH THE
<br /> 16.00 RT N\. • • • • • • • STA. "El 9 32+43.79 PRECAST CONCRETE STORM FILTER VAULT AND THE PRE-TREATMENT VAULT,
<br /> 16.00 RT COLLECT AND DISPOSE OF THE WATER THAT EITHER SEEPS IN OR COMES IN
<br /> 1,..- 16'-0” ,
<br /> ..... pi- FROM RAIN.
<br /> CO 11• ..(c„
<br /> B
<br /> PLAN
<br /> SDMH 21
<br /> 22 SDMH STA. "El" 32+39.04, 12.00' RT. C-603
<br /> C-603 STA. "El" 32+32.54, 12.00' RT.
<br /> MANHOLE RING AND COVER
<br /> ASPHALT 30" CLEARANCE. INLAND ASPHALT
<br /> PAVEMENT-- ...„„ 4'-9n
<br /> .....- FOUNDRY CO. INC. MODEL -..... 4'-9''
<br /> -.....- PAVEMENT
<br /> 718-3 OR EQUAL
<br /> Wrrri -i; 7 1. ] U J % %wlw w-pwrt--7 0 ,j
<br /> *-4-1 4-01-4 2' DEEP r
<br /> INTERLOCKING /,,,..„...._ TRAFFIC BEARING
<br /> LIFTS VAULT LI D7
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<br /> 6 ' INLET PIPE
<br /> 6 4 FLOW SPREADE7 STORM FILTER' LADDER-\\6 ENERGY DISSIPATOR- • IE 50.20
<br /> Lt • CARTRIDGE (TYP) (SEE NOTE 5)
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<br /> e OLE INET PIP
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<br /> 1 ..C, • (SEE NOTE 5)
<br /> it, . r---6” UNDERDRAIN
<br /> N,,,,,,, , il INV.
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<br /> (TYP. ALL SIDES
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<br /> . . A L.)
<br /> • OF VAULT)
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<br /> OUTLET PIPE k 1 I E 47.80 /---18" CRUSHED
<br /> § 4 4
<br /> 4 . . 4 • • 4 , 18" CRUSHED (SEE NOTE 5) N _311.-- SURFACING
<br /> SURFACING BASE COURSE
<br /> g. OUTLET PIPE
<br /> IE 47.80 •
<br /> .ipmpturlp.,
<br /> .0:4,0:„..0.4,0,7*-.0
<br /> ,,-0...,, illPitTfil, BASE COURSE
<br /> (SEE NOTE 10) •
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<br /> -ej:Ip:te:!,o:v
<br /> v\Y\*.,\Y\< No:',":0?-.,,,,g74/ (SEE NOTE 10)
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<br /> 8
<br /> A SECTION B SECTION
<br /> 6,./....,./
<br /> 8B
<br /> DATE
<br /> 2
<br /> ,
<br /> , BID DOCUMENTS - MARCH :15, 2007 Designed By: YI v. Vt. GUNS& Scale: SOUNDER COMMUTER RAIL Drawing No.:
<br /> Drawn By: 1%Cit _, 4.
<br /> Filename: AS NOTED
<br /> cc, EVERETT STATION 0-609
<br /> 4 t" ,, .:
<br /> N JWY 7$, -a , INCA ENGINEERS INC. • dill C-609_C-610.DWG PHASE 2
<br /> 400 112th Avenue NE
<br /> (N. ' ' I .4,
<br /> Checked By: ' • * Bellevue, WA 98004 Contract No.: EVERETT,WASHINGTON Sheet No.: Rev.:
<br /> (425) 635-1000 iisiSOUNDTRANSIT
<br /> o MYW V4'0/s rat1, RTA/CP 2 1-0 6 PRECAST CONCRETE
<br /> _ as'ioNAL ,- 42
<br /> Approved By: Submitted: Date: Approved: Date: Date:
<br /> 8-23-02 STORM FILTER VAULT
<br /> No. Date B Chk. A... Revisions MYW EXPIRES: 09/09/2007
<br /> ______, ___......_._,.,..,.„ _...........____,,..,,,,. -...,,„,-.....,„,...._.,..„_...,....._.,,._,....,.,...,...___ _
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