D2_Asbuilts_Wastewater_Treatment_Plant_Expansion.pdf

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PO 85-718

PO~

PO 88-U3

Project No.

~ Ola~ON II mTCH

Rev!lliol\

4!ID

G-.y&OI a L

JOt:-.::m-=~fli\\tn.J:. __ ..... ca}.-...-r- TYP 1f5

SLAB DWL TYP.

I 'J

No.

TULALIP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

SECONDARY CLARIFIER STRUCTURAL

PLAN, ELEVATION AND SECTIONS

DIVISION OF SANITATION FACIUTIES COMSTR.

OFFICE OF EtMRONl4ll!NTAI. HEAl.TN

HAT1'!..E DlamK:T OFFICE, HATTLE. WASHINGTON

U,S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTM SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

DESlGNED BY: Q..fIUl CONCURREO BY: G.M.IL I SO-I No.

DRAWN BY: .!Y".2. DATE: NOVBI8ER 1H5

Dille

TYP CHANNEL

SLAB REINF

BOTTOM

W/TYP

RElNF

2'-0" r-----#5 .f@ lZ" LAP W/ SLAB BAR 2'-0·

I

I

L

'!o

2)(4 NOM

WALL

1-"

12" MIN FOUNDA110N GRAVEL

"---COMPACTED STRUCTURAL

1/5'

CHANNEL DWLS

SPACE & LAP

2'-6" W/WALL

VERTS

2'-41/2"

ANCHOR BOLT

CIRCLE

...____10" DI EFFLUENT PIPE

TO CHLORINE CONTACT

'ffiT~'

4'-1 l/Z"

6'-1 liZ"

29' INSIDE

012" O.C.fI5

EA.

1--w/1/5 @ 12" O.C.

EA. WAY. EA. FACE, TYP

'b I t""i :2 ""'3

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By

Sheet No.

S-6.

Revision caD Gr.r&CW Lm.

CllNIUL1lMGl~,. ............_11I.£. .e-).........c

'ic o

'rl·~ ""'25

TYP WALL VERTS

C 6" D.C.

h

#5 DOWELS l~

4)) 6" O.C. LAP

WI WALL VERTS

N~.

TULAUP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

SECONDARY CLARIFIER

STRUCTURAL SECTIONS

16" CONC WALL {A

DIVISION OF SANITATION FACILITIES CONSTH'j PO 85-716

OFFICE OF ENVIRONMENTAL HEALTH ~ :::::

SEATTU! DISTRICT OFFICE. SEATTI.E, WA8HlNGT0N Pro,lectNo.

DESIGNED BY:~ CONCURRED BY:~

DRAWN BY: B.YIL.- DATE: NOY"W'i' WI

I '=10 o z .I Z'<t W C

~ J~~

NOM. 2x4 KEY TYP ' dO~ .I 15 '<t25

---ADD :3 #7 VERTS EA. FACE &

EXTEND 2'-0" MIN BEYOND~~ -'"'W(#3"" "," O£

I

I

#5 DOWELS -.-J

SPACE &: LAP 2'-S'

MIN WI WALL HORIZ

#503" O.C.

e:---, 1/5 DOWELS --, SPACE &: LAP

MIN W! WALL

'ic

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

<0

6" WAiERSTOP TYP

0> I o ~~~=~l J~

Date

~~~T:~·~1'_O" (S:4

#5 CONT. -' I· J -I,J " I

________ • \ I

INSTALL DRAIN JI

SEE PLAN (f5 LONGT C 1B" O.C.

TOP &: BOT STAGGER

FOR 9" O,C. NET SPACING

T.O.W.

rFI- I

3' O· S"S"

TYP WATERSTOP @

lle KEYWAY SEE 10

/ 5-1

I \

L/":I r J '" .A-\ \ /' 7 , MCS @

BACK PACE OF

#5.J WALL DOWELS SLAB

SPUCE DOWELS NOT SHOWN

FOR CLARITY

C12 WEB

2" GRATING OVERHANG

"'-. L.3x3 PAR SIDE

@SIM

T.O.W.

in io

I::!

Wlo:l5:5zooo

VERIFY

= 4'-7" s· CONCREiE WALL WI #5 VERTS &'is ::J

HORZ. 012" O.C,

~~T:~"~1'_O" (Z)

$-3

. ; #5.J DOWELS SPACE

& LAP 2'-6" w/

WALL VENTS

j lNSTALL PIPE SPOOL, TRIM

WATER STOP AROUND

SEEP RING

I q,Jn • I.E. 34.0

2x4 NOM. KEYWAY

2'-S"x10· CONC. LANDING wi #4 0 12" O.C, EA. WAY

1'-0" \4-1 5 TREADS 0 11"

TOP OF LANDING

TOP OF GRATING

to

~I!

0:: u <D

S:":2J WEI~

B \ CHANNEL

L6x3 1/2

2 #5x4'-0" TRIM BARS

TOP & BOT OF PIPE

SPOOL

INSTALL PIPE SPOOL

FABRICATE VERTICAL BARS

TO CLEAR WATER STOP 1"

&. LAP 2'-S" WI ADJACENT

WALL VERT.

#5 F 6

;LAB DOWELS

o 12" D.C. LAP WI

VERTICAL REINF

I.E.=37.33

1'-4" IOXIDATION DITCH

WALL

S VERIFlED BY CLARIFlER

EQUIPMENT MFR.

n s~ 0.1')

""t3.l U'lN o::u '<t

'l.:>

'l.:> o I lle

HOOPS

3'-0·

MC6x12x3'_s" STIFFENER

CUT & REMOVE SECTION

OF C12 FOR STAIRWAY

#5 VERT. @ CORNERS

WALL

8" CONCRETE

TYPICAL HANDRAIL

&. POSTS

#5 ::JHORZ LAP W/

WALL DOWELS

2'-6"

CLEAR

1'-0"

END PLAiE 1/4)(6)(1'-0"

FABRICATE TYPICAL WALL

HOOPS TO CLEAR WATERSTOP

1" & LAP 2'-6" MIN W/

ADJACENT WALL HOOPS

""do I \0 .a;;...

I

.a;;...

\0

""do I

QO

\0 I till N W

'"d

"""l'l'j

U"Jo Z

1'-4·

T.O.W.

20'-10"

EL 43.50 TYP

I I lZl~ [;1

~I

14'-0·

CONSTRUCllON JOINT SPACING

I

~I~ [;1

Ii

'b .I It)

T.O.W.

EL=40.96

I

30'-6"

~M

12'-0"

FOR BRIDGE T.O.W. EL 42.79

(TYPICAL)

105·...:4·

4'-0" x 8" BLOCKOUT t DITCH AND BRIDGE

I

I~' ,~. f I

I

:r~ I~ ..-oc= FOUNDATION SLABS"0 C. TOP If 18" CON""".<- TRANS @ •

. ON GRADE W/1J2" O.c. aOT OT .

8t. ff7 TRANS ·12' O.C. TOP Ie B )Ii: 15 LONG. I f

-- I

," CLR

T.O.W•

30'-6"

EL 40.96

3'-0"xZ'-3" DEEP

ROTOR MOTOR

BLOCKOUT

'b I b

CONSTRUC110N JOINT SPACING

14·...S"

20'-10"1·...4·

INSTALL PIPE

SPOOLS SEE. I MECHANICAL

! ~~~S~~ .q. LOCATION

~I I

I .L- '.q.

I g

I~

100'-0" .~

Gmy&~Jia.g.

CONSUUIlGEN<lMER$ lOt· ._mr.. (IDlQ~

B

PO 85-718

PO~

PO 88-623

Project No.

RevisionNo.

TULAlIP INDIAN RESERVAnON

WASTEWATER TREATMENT PLANT EXPANSION

OXIDATION DITCH STRUCTURAL PLAN

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

DIVISION OF SANITATION FACILiTIES CONSTR.

OFFICE OF EtMRONIIENTAL HEAL.TH

SEATTLE DISTRICT 0FFIC2, SEATTLE, WASHINGTON

DESIGNED BY:~ COHCURREDBY; G.M.M. I Sheet No.

DRAWN BY: ~ DATE: NOYBIBER .,

Date

NOTE :

1. FOUNDATION SLAB SHALL BE PLACED OVER 12" MIN FOUNDAllON

GRAVEL OVER S" MINIMUM STRUCTURAL FILL ALL LOOSE FILL

AND LOOSE/SOFT/ORGANtC NATI\o£ SOILS ENCOlJNTEREO SHALL BE REMO\o£O AND REPLACED WlTIi COMPACTED STRUCTURAL FILL STRUCTURAL FILL UMITS SHALL EXTEND BEYOND lHE OlJTER EDGE Of lHE FOUNOAllON SLAB A DISTANCE EQUAL TO 1HE

~i!'~(~t~TR~~~~ ~~A~~bMy~6~I.~E~:O EDGE Of FOUNDATION SLAB).

2. CATWALK FRAMING NOT SHOWN FOR CLARITY. SEE SHEET 5-5

r.FJ> 0,.,..:z ~:z

"'d"'t

OC

I I

\COl:..... ~ I Iooa

.... (..j...

\Cl-

"'dimt:

OC

I .1 00"-..:

\C til I I t,h......J Nl We:!'

B

She.t No.

Revision caD G..,&O I Iaa.

CONSU:.llHCD«lINEERS1If -.M.__

EA1"I& ..... ..,

No.

TULAllP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

OXIDATION DITCH CATWALK FRAMING PLAN

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTlAND. OREGON

Dale

SPUCE ~

LBx3 1/2x1/4

17'-10'

1.~ INDICATES GRATING SPAN

2. STAIR TREADS SHALL BE ALUMINUM 1 1/Z"x3/16"

BEARING BARS 0 1 3/16" C.C. & CROSS BARS 0

4" O.C. TYPICAL FOR TREAD LENGTH GREA1ER THAN

3'-S" AND 4'-0" OR LESS PROV1DE 1 3/4"x3/16"

BEARING BARS. STAIR TREADS TO HAVE CORRATRED NOSING.

HQIE:..

,..... Io I '--~ L2 1/ZxZ 1/2x1

("""CAL) ~ 0 I \ '- (""'CAL) /.

olTI SPUCE ~SAO( ~ ~ C1:WO.7

FACE I 3-0" .1]>- ~TYPICA

C1Z.",g;4 l;;;~J 5 ~

S-7 F u ;r:

5-3 I

17'-0" i Jf I .~

STAIRWAY TO ~ ,.

CLAIRIFIER WALKWAY115 -0 I

;1 ~~:kWE~~~~;.rORW/ j

TOP OF GRATE

a 43.50 S TO.P OF GRATE S I TYPICAL AL MINUM GRATING a 42.92 -J W/ 1 1/2x3t 6 BRG BARS

±~r""""'42=-'~~2"""GR""-A,",,,TE=-S I. :A~S3~6;"r'~'~J,R~S

......... ......- GRATING EL 40.50 TYPICAL

-----i ,. .. - -b I in o

!J;

EL 42.00

3/16

7'-0"

~"1

L6x3 1/2x1/4

OXIDATION DITCH CATWALK FRAMING PLAN

10" ALUMINUM STAIR TREADS SCALE: 1/4" = 1'-0"

W/1 1/Z"x 3/16" BRG BARS. 1 3/16" O.c.

ole CROSS BARS 0 4" D.C.

TOP OF GRAllNG

.1 :t:

t -6"X6'-0"x10'

CONC. LANDING

EL=36.50

3 EQ SPACES 08'-9"=26'-3"

7'-0"

STAIRWAY TO

CLAIRIFIER WALKWAY

~ SPUCE

t. OF BRIDGE

3/8" PLATE STIFFENER

EA. SlDE OF STAIR TREAD

SHOP WELD TO C1Z 7

3'-4" !CLEAR ,1'-7"

T.O.W.

EL 43.50

Mcex12 S1lFFENER /

CUT" REMOVE

SEC1lON OF C12 fOR STAIRWAY

C12x20.7

(TYPICAL)

Z'-O"±

WI\LL

12" CONC

I in

!Il W

~~ M/ t.>

I l}j frt...

I ,.: NOlE: HANORAIUNG NOT SHOWN ~ FOR CLARITY DESIGNED BY:~ C.ONCURREO BY: --.i&.M ~ DRAWN BY: R.LO DATE: NO\II!I!IBIiR 1981

~ SECTION CA\ SECTION B SECTION C DIVISION OF SANITATION FACILITIES CONSTH.

~ SCALE: 3/4"=1'-0" V SCALE; 3/4"=1'-0· - SCALE: 3/8"..1'-0" OFFICE OF eNVIRONMENTAL HEAlTH

; L..------_----------------- ---- -L_.::.8E::::.::AT.:.T1.E:..::=...:DI8=l'RIC=:.:T:....;:OFFICE..:..:...:.::::..SE=A....TTl.E,.........:....'W....A8HIN.....:.._G....T....ON__-&...;.,;.;;:.;;.;;.;...-..I t'"I t

J-3 ~t o I

I",Cl Ioe

J;o..

I",Cl

~o Ioe

I",Cl I til N W

ByRevision

~&~L:.o.

7Qic:::=-===_ ~-_.(lIJQ""'"

No.

TULALIP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

HEADWORKS MODIFICATIONS

Date

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTtf SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREGON

NEW 3500 PSI

CONCRETE GROUT

7J

~7~HO~ O:t:;::~6$

3 - #4 X S" W! 3"

~ IN ADHESIVE ANCHOR

SYSTEM

--0

NEW 24"x18" ALUM.

WEIR GATE CAN

ALSO OPEN UPWARD

<t ,I N

.'(0.

CUT Be REMOVE EXIST.

12"\& C.1. PIPE AND FITTINGS

SAW CUT EXIST.

CONCRETE WALL

REMOVE EXIST.

SHEAR GATE Ik

HANDLE

..J

6"

EXJST.

SLAS

EXlST. JIB

CRANE

RAISE CONC.

WALL TO EL 4$.50

W! 3500 PSI GROUT

NEW SONIC SENSOR

\ I 'l'?l't'rl---2 - #4

"\ "ON~TCH~~ "'ST. O~OA \

l---EXIST. 2" DRAIN UNE

ROTAMAT FINE SCREEN

DRIVE UNIT

POLYETHYLENE SATCH

CAN 45 GAL

#4 x 1'-0" 0 12" O.C.

W! 3" IN ADHESIVE

ANCHOR SYSTEM - TYP.

EXlST. OXlDAllON

DITCH

NEW 24"x18" ALUM.

WEIR GATE CAN

ALSO OPEN UPWARD

/SAW CUT CONC.

/ SLAB &: WALL

T.O.W. ~

EL. 45.58

#4)(1'-0" @ 12" O.C.

W/ 3" IN ADHESIVE

ANCHOR SYSTEM

NEW CONC. WALL

GROOT CONCRETE

WALL Be SLAB

GROUT CONC.

WALL (3500 PSI)

I.E. 42.67

8'

.I

~ """nvr< ~1~1l:.M DESIGNED BY:~ CONCURRED BY:~ o DRAWN BY: B..L8. DATE: NO""""" 1ft!

~ SECTION ED ~~CT!~N @ ......ON OF SANlTAnOl! FACR.'TIES CONS"" PO"'no

::J 1/2" = 1'-0" - 1 2 = 1 -0 - OFACE OF ENYIRONMEHTAL HEALTH ~ ::::::

~ SEATTLE DISTRICT ClI"F1CE, SEATTI.E, WASKlHGTON Project No.:i ts lo-o3

~z f!3 oz

~i

0 1 I \0 .a;;;..

I

.a;;;..

\0

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\0 I til ' N W

I I i i i

B

S" RETAINING WALL

SEE SHEET S-l

CONCURRED 8Y:~

DATE: IWWMIlER ...

u

Ci!iD ~&<::>.J-..L-

*~=-==-IW'U.__""'~

TUl..AUP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

OXIDATION DITCH PLAN

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTHSERVJCE

PORTLAND AREA OFFICE, PORTLAND. OREGON

~BY:~

DRAWN BY: 8.:!YL,

DIVISION OF SANITATION FACiliTIES CONSn.

OFFICE OF EIMROHMl!NTAL HEALTH

8EATTI..E DlfmUCT OFFICE, SEATTLE, WA8HlMQTON

1hIt.

EL. 43.50

EL. 40.50

0:;

<:5 t:5< 03:

I-

FLOW

FLOW

17'-10"

HANDRAIL

5'-0'

If 48"(W)x24"(H) ALUMINUM

EFFLUENT WEIR GATE WI

HANDWHEEL OPERATOR

3'-6"

5'=0"

.l?:!Q.IE;.

EXPOSED INFLUENT, EmUENT &: RAS PIPING SHALL BE PROVIDED WlTH 2" FIBERGLASS INSULAll0N WlTH 0.016 ALUMINUM JACKET l;~:"l

61'-0·

SUMP FLOOR

DRAiN

HANDRAIL

0:;

w>-t:5<i!

03:

I-

S" RETAINING WALL

SEE SHEET S-1

S" BUND

FLANGE~

10' Di

ELL. MJ

6" PLUG

VALVE, MJ

W/VALVE BOX

",,=1-3 ~M

1-3~

MM

~::o ;>1-3 01-3 :z~

Mz 1-3

'"eo I

\C +00.

I

+00.

\CI

'"elod I I

00 \CI

\CIUl i I Ul N W i i

I i

.p,.oj.-e:t No, R(\'yj,d·(N'I

G ~ ;::-'#f7 . MIf "V-Jmw..,cJ~ ..

CONSUL'l1NG

TULALIPINOIAN RESERVATION

. WAStEWATER TREATMENT FACILITIES MODIFICATION&

u. S. DEPA~TMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFICE, PORTLAND, OREG.ON

SANITATION FACILITIES CONSTRUCTION SERVICE

OFFICE OF ENVIRONMENTAL HEALTH

SEATTLE DISTRICT OFFICE, SEATTLE, WASHINGTON

HANDR.AIL. SEE

'SHT. M-e, FLOOR PLAN

'S<::.ALc, V4"- ,1_0"

D1Yc!<:T INFLUENT TO VOF':TEX ,YPE GF:.I T <:::HAM SEf':

1-3 r:J')

O· z

'-e l

0 1

I \C I

CO

\C

I-do I

CO

\C I til N W

I

~~IS~,O~~ADE $

CLARIFIER NO. 3

HANDRAIL

8" 01 TO

~mt'

II ;> I ~rLK~;~I~~~

I ~ AI... FlNISH GRADE 36.00!

~§CTjlt?.N @ M-2

W.S.

EffiUENT BAFfLE

PLATE, SEE

DETAILS THIS

SHT.

W.S.EL 41.50 l:3J)::3 llf: .......~__......I.J

~............ , ~---4

ADJUSTABLE./?':!' -E1Sf!!

~~~~~F

MANUFACTURER

~~~A

8" RETAINING WALL, SEE SHEET S-1

MISSION

AVE.

e---CONTRACTOR TO VERIFY AND

PROTECT EXISTING WATER

UNE FROM DAMAGE

4" 0.1. ROTOR DRIVE

SUMP DRAIN TO MH

FOUNDATION ORAVEL BACKFILL

SUPPORT

SHEET 5-5)

EL 34.00

WNJ<WAY, SEE

SEE DETAIL ON

SHEET S-5

WALKWAY

BRACKET

8" 01 SPOOL

8" D.I. TO

CLARIFIER

NO.3

8" 0.1. TO

CLARIFIER

NO.4

111'-0' WALL TO WALL

18'-0' ROTOR LENGTH

111'-0'

4' 0.1. 90'

ELBOW,MJXMJ

8'-3'

DRAIN

4' 0.1. 90'

ELBOW,MJXMJ

I ~TOCLARIFIER

I

DRAIN I'PE

2'-0", 3'-0' I

1'-0'

2'-0"1 3'-0' I

4" 0.1. 90'

ELBOW,MJ~

HANDRAIL

I I;

It, ~&o.L__•:r-.,.

1Ot~===_llIA1"lL& .........e->

TULAUP INDIAN RESERVATION

WASTEWATER TREATMENT PLANT EXPANSION

OXIDATION DITCH SECTIONS AND DETAILS

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERViCE

PORTLAND AREA OFFICE, PORTLAND. OREGON

Date

~~.~~I~N (T)

BAFfLE PLATE 3/8' 304SS MACHINE a.SCREW WITH NUT

<'l

W.S. EL 41.5O.!,=,,~ '_H~ I

MC 12X30,9X1'-6'

LONG (3 EA.) _ I

I"), ;0 ~ ~ DE8IGlIED BY,~ COMCtIRREJ) BY,~

~ ~ DRAWN BY, tl.LB DATE: NO'!EM8ER IBM

3 DIVISION OF SANITATION FACiLITIES CONSTR. PO ~718 if OFFICE OF EtMRONIIENTAL HEALTH PO ::::

::. 8i:ATTl.iEDI8T1l1CT OFRCE,8i:AT1U, WASHINGTOM ~ No.

.:2 ...... - ..... ..1- .............__ o I v:;

I

.,f;;;o.

~ I

"ti l'"'"

!7J-o::z ia'i:J'o I

00 \ tI.

N W

8-RnIaIoIl

G...y&C>d-.L_===:s.Dm:. ..........e->

2" DIA. GRIT DRAIN

TOTAL 2 EA. REO'O

JOINT

SECONDARY CLARIFIER PLAN AND SECTIONS

PUN

U.S, DEPARTMENT OF HEALTH ANO HUMAN SERVICES

iNDIAN HEALTH SERV'lCE

PORTLAND AREA OFFICE, PORTLAND. OREGON

Dete

3/16" x 4" SQ. WASHER (TYP.)

1 1/4· SQ. HOLE IN WEIR PLATE

PROVIDE EO. SPACING

BETWEEN JOINTS. (TYP.)

FOR

1/4" x 9" ALUMINUM

WEIR PLATE

LONG

(2) NUTS,

t')

'1D I i<)

1/4" x 12" ALUMINUM SCUM BAFFLE PLATE.

1/4" x 9" ALUMINUM WEIR PLATE, SEE DETAIL THIS SHEET.

L 3/r!' x r!' x 15' x 0'-3" BAFFLE SUPPORT BRACKET. PROVIDE 13/115''1> x 1 314" SLOTTED HOLES. (30 BRACKETS REQ'D CEQ. SPACING.)

5/f!'¢ x 1 3/4' FLAT HEAD COUNTERSUNK BOLTS W/WASHERS & NUTS.

PROVIDE 11/115''1> x 1 112" SLOTTED HOLE IN L3/8" 6" x 15'.

® 3/4" x 2" BOLT W/WASHERS & NUT.

® 5/ft'''' x 15' HOOK ANCHOR BOLT WEiR PLATE-EV'ENLY SPACED. 30

BRACKETS-EVENLY SPACED.)

ill l:iQ1I;

THE BOTTOM OF WEIR

NOTCHES ARE ADJUSTABLE

51ft ABOVE OR BELOW

DESIGN WATER SURFACE.

APPROX. 120 NOTCHES

06" O.C.

HANORNL--------~

SEE DETAIL SKT IA-S

liQIE;"

DI iNFLUENT PiPE

FROM OXIOA110N DITCH

FLEXIBLE COUPLING (TYP.)

8" 01 EFFLUENT PIPE

TO CHLORINE CONTACT

TANK

29' INSIDE TANK DIAMETER

PLAiFORM

.J

~- 1 f (I I II 1 ! 1 \' 'i 1 I I IM [ t I

S" 01 INFLUENT PIPE

TO RAS

PUMP

;0 8 DESiGMED BY:~ CONCUR!EDIllY:~

(- ILlUSTRAliVE ELEVAliON A DI'tA'MI BY: sa DATe: NOYEMBER 1U5

~ 1/4" = 1'-0· DiVISiON OF SANiTATION FACILITIES CONSTR"IPO .....,.

f2 OFFtCE OF ~AI. HEALTH: :::::

-;: SEATTLE DtSTRlCT OFFICE, SUTTLE, WA8HmGTON Proteot No..:l! 1..- ------ , ....1- ....;.. ........_"--_-'

2':

o :2 o I \0 I

Q(') \0

""::.1o I

Q(') \0 I f..Jl N W

By

CONCURRED BY,~

DATE: M()";E m 19"

Revlaloo

~&~J

~c:=-.==::s.

SAl'ltt._ ....~""'-O

RAS PIPE

34.0.3

'"-l tlo.

NOTE' EXISTlNG PIPING SHOWN DASHED.

TULAUP INDIAN RESERVATION

WASTEWATER mEANENT PLANT EXPANSION

RAS PUMP VAULT PLANS AND SECTiONS

U.S. DEPARTMENT OF HEALTH AND HUMAN SERVICES

INDIAN HEALTH SERVICE

PORTLAND AREA OFFiCE, PORTLAND. OREGON

DIVISiON OF SANITATION FACILITiES CONSTR.

OFFICE OF EIMRONMENTAl HEALTH

SEATTLE DISTRICT OFFICE, SEATTLE, WA8HIIIIGTON

SUMP WITH

GRATING

DESIGNED BY,~

DRAWN BY, LIJt.

Date

EL 32.24

SUMP PUMP

4" 01 SPOOL FLxPE

1'-8" MIN. (2 EA.)

~ SUMP W/ PUMP

8c DISCHARGE PIPE

EXS1TING 4" MAGNETIC FLOW MEl'ER W/ FLOW INDlCATOR ON TOP

OF VAULT (2 EA.)

MAGNE11C FLOW MEl'ER CONVERl'ER AND FLOW

INDICATOR AT TOP OF

VAULT

. <A

EXISTING

CONVERl'ER Ill:

FLOW INDICATOR

SECTIQN (i2)

REMOVE, CUT 8c GROOVE

EXIST. 4" 01 SPOOL (2 EA.)

0.

GJi~§'~k-ox::9.4±

RELOCATED PIPE

SUPPORT TO THE

LOCATION UNDERNEATH

4',,90' IPS ELL

#4-4 EA.

#4-4 EA., INSERT INTO I

VAULT SLAB 4"

DEEP WI ADHESlVE

ANCHOR. TYP. FOR

ALL 4 CONC. PIERS.

J

6" RAS PIPEl.

It 8"XS"Xl/Z" BOLTED TO VAULT WALL wi 4 - 3/S"

ANCHOR BOLTS.

o I

VALVE IDENTIFICATION SCHEDULE

4" WAS

TO DIGESTER

S" DIA. SCH.20 STEEL VENULATION

SUCTION DUCT, PE X PE

.SEEP RING,

TYPICAL

4" SCUM FROM""1 NO J

~A~~8;1Lrwr~r:D 378"

ANCHOR BOLTS.

6" SLUDGE FROM

ClARIAER NO. 3

NEW RAS PUMP VAULT - PLAN

1/2" = 1'-0"

PRECAST VAULT

S'x14'xS' (ID)

UTIUTY VAULT

814-LA OR

EQUAL

4" RAS TO

OXIDATION DITCH

SEE SHEET G-6

ITEM DESCRIPTION SYSTEM SIZE ENDS OPERATOR

FOUNDATION GRAVEL.../ SWDGE-FEED 6" HANOWHEELPV-l PLUG VALVE FLxFL

PV-2 PLUG VALVE SWDGE-FEED 6" FLxFL HANOWHEEL

~~~;'~~"N CD PV-3 PLUG VALVE SLUDGE-INTERTIE 6" FLxFL HANDWHEEL PV-4 PLUG VALVE SWOGE-SUCT. 4" FLxFL HANDWHEEL PV-5 PLUG VALVE SWDGE-SUCT 4" FLxFL HANOWHEEL PV-6 PLUG VALVE RAS-DISCH. 4" FLxFL GEAR OPERATOR • PV-7 PLUG VALVE RAS-DISCH. 4- FLxFL GEAR OPERATOR.

PV-8 PLUG VALVE WAS 4- FLxFL GEAR OPERATOR •

PV-9 PLUG VALVE WAS 4" GEAR OPERATOR •

PV-10 PLUG VALVE 4" HANOWHEEL

PV-11 PLUG VALVE 4" HANDWHEEL

I/) PV-12 PLUG VALVE 3" HAND'I'IHEEL

I

PV-13 PLUG VALVE 2" HANDWHEEL?

CV-1 CHECK VALVE 3" N/A5

Ii CV-2 CHECK VALVE SLUDGE-DISCH. 3" FLxFL NjA I'- CY-3 CHECK VALVE SCUM-DISCH. 2" FLxFL N/A0

TOn.

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