Effluent Tank Plan Sheets.pdf

edwhatley Line edwhatley Text Box EL. Fin. Gr. 110.30.

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NOTES:

1.) TANK TO BE DELEGATED ENGINEERED STRUCTURE PER

SPECIFICATION SECTION 13121.

2.) TANK TO INCLUDE THE FOLLOWING:

FULL DOME COVER WITH ACCESS HATCH

EYE BROW VENTS

LEVEL GAUGE (GRADUATED IN 100K GAL)

(2) MANWAYS

LADDER WITH GUARD

8" CHECK VALVE

8" FLG/FLG

(SEE NOTE 8), 8" FLG/FLG

GATE VALVE, lNC)

TAP =1 ~8"x4"

VERTICAL 0 TAPPINC I

t

SADDLE

j IJI .... , <rH- , 1)\ L~:)\ lilt LL. 'vv.

1 '_0" I DISMANTLING u.t. !

MIN.

JOINT

10'x5' VAULT

'lLe" DIP)i I = = l' -0" Ir

It

MIN.

= ;1" f.:HI=" II~I III=" SIDE TAP-("")

NOTES:

-, CONNECT AND CAP

1.) VAULT SHALL BE ASTM C850 PRECAST CONCRETE WITH UPWARD FACING BELL.

2.) VAULT TOP EL. @ 113.0

3.) INCLUDE MOW STRIPS AROUND VAULT.

4.) VAULT BOnOM EL. @ 104.0 WITH GRAVEL BonOM.

5.) INCLUDE ALUMINUM PLANKING COVER.

6.) 8" TEE W/ 4"x8" FLANGE REDUCER MAY BE USED INSTEAD OF THE 8x4 TEE.

7.) INCLUDE MANHOLE STEPS @ 16" OCV.

8.) 8"x4" TEE IS SHOWN OUT OF PLANE. SIDE OUT SHOULD BE VERTICAL.

9.) INCLUDE 4" QUICK CONNECT WITH CAP ON 4" GATE VALVE.

DETAIL 'A'

SCALE: 3/8"=1'-0" o l' 2' 4'

CONTRACTOR NOTE:

4" FLANGE 90' BEND WAS USED WITH 8"x4"

TAPPING SADDLE RESULTING IN THE 4" GATE

VALVE BEING VERTICAL PER NOTE 8.

2 \ ----1 RECORD DRAWINGS

--~- x x I x x x x ----k x x ~ x x x x DRAWINGS HAVE BEEN PREPARED BASED ON

\ INFORMA11ON ROVIDED BY 01HERS. THE ENGINEER HAS NOT

VERFlED THE lJRACY OF THIS INFORMA11ON AND SHAll NOT BE IBlE FOR AIff ERRORS OR OMISSIONS WHICH MAY BE INCORFORAlED HEREIN /lS A RESULT.

'" X X \ X

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---X X X----

BASKERVlLLE-IlONOVN'I, INC.

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DATE: JANUARY 2011

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--------------- I, EFFLUENT EO

TANK #2

a"DRAIN

SEE DETAIL 'A'

THIS SHEET

" MJ

45' BEND

24" BUTIERFLY

VALVE ,

36" TEE

'l EL. 101.04

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M R I I I I I I I I I I

36"x24" MJ

REDUCER

4.7 MG

EFFLUENT EO

TANK #3

FFE 110.3

1-~------=--===-=-==__=_155.50' _ ,. -

~ N 593522.89 E 1097403.63

24" 90' BEND 'l EL. 104.00

W/ RISER @ EL. 110.30

2-24" FRxFR 45' BENDS

W/ CEMENT LINING

'l EL. 106.00

24" TEE 'l EL. 106.00

W/ GATE VALVE ON SOUTH

& WEST LEGS

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EL. 94.12

EFFLUENT STORAGE TANK PLAN

SCALE: 1 "=20' -0" o 10' 20' 40'

PLAN NORTH TRUE NORTH

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L- 12" M.J. DIP BEND

@ 12" DIP REUSE SECTION

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ADD AN EXTRA MAT OF RESTEEL IN SAME

PLANE AS FLOOR STEEL: #4 AT 8" EACH

WAY. EXTEND 24" MIN. INTO 4" THICK

FLOOR SECTION

F.F. EL= 115.00

// /~ // /:;f-

6" MIN. CONCRETE

ENCASEMENT

I

ACCESS HATCH WITH

FIBERGLASS COVER

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50" FIBERGLASS

VENTILATOR

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RECORD DRAWINGS

lHESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. lHE ENGINEER HAS NOT VERIFIED lHE ACCURACY OF lHlS INFORMATION AND SHAI.L

NOT BE RESPONSIBI£ FOR IN'( ERRORS OR OMISSIONS

WHICH MAY BE INCORPORATED HEREIN IS A RESULT.

BASKERVILl£ -DONOVAN. INC. DATE: JANUARY 2011

RECORD DRAWING

ALUMINUM HANDRAIL ~ '"

>::11- HIGH WS EL=143.17 $

PRECAST CONCRETE OVERFLOWS

~(4REQ .• 9")

EXTERIOR ALUMINUM LADDER --------

wi SAF-T-CLIMB RAIL.

SAFETY CAGE AND CAGE

SECURITY GATE

~ FF EL=115.00

FLANGE 6" ABOVE

TANK FLOOR

F.F. EL=115.00

WATERSTOP RING

EL=116.00

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'l EL=111.50

6" MIN. CONCRETE

ENCASEMENT

----- - - i lfJ ylNTERIOR FIBERGLASS

, 2.0 MG GROUND

N

LADDER wi STAINLESS I STORAGE TANK co

STEEL SAF-T-CLIMB N

EFFLUENT STORAGE TYP. SECTION ELEVATION

SCALE: 1"=10'-0" 0 5' 1 0' 20'

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~1 12"x4" CONCRETE

I> / "O"",'EP'" ""G

...-:Z(// *~ GRADE EL=115.00

30" BUTIERFLY VALVE

& BOX (TYP. OF 2)

30" M.J. 22.5' BEND

r- (TYP. OF 2)

30"DIP ~

RECLAIMED

WATER

30" M.J. 90' BEND

(TYP. OF 2)

30" M.J. TEE

(TYP OF 2)~

1-------12'-1 "-----j

30" D.I.P. INFLUENT EFFLUENT

SCALE: NO SCALE

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'l EL=106.50

GRADE EL=115.00

NOTES:

1. PIPING SHOWN MAY BE ROTATED FOR CLARITY.

2. SEE YARD PIPING PLAN FOR LOCATION OF PIPING

FOR EFFLUENT STORAGE TANK No. 1 AND 2.

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