WWYK143004_CU513.pdf

7'-0" x 3'-6"

(MIN)

NOTE 8

ALUMINUM

ACCESS

HATCH

10" FROM

1WMH-1A

INV. EL. 1263.42'

ALUMINUM

ACCESS

HATCH

GROUND LEVEL

LIFT-OUT CHAIN

WITH 1/4" SST

LIFTING BAIL

HWL ALARM ON 1263.42'

PUMP OFF 1257.42'

LOW WATER ALARM 1256.92'

2" GUIDE RAILS,

SCHEDULE 40 SST

BOTTOM EL 1253.92'

#6 @ 12 EW EF

2-#6 W/30 LS

8" DIP DISCHARGE PIPE

VALVE VAULT

TOP MOUNT

4"

VENT PIPE

INSECT

SCREEN

GROUND LEVEL

8"

CONDUIT STUB

(ROTATED FOR

CLARITY)

4" x 8" REDUCER

EL

3'-0"

STD 90° HOOK

(TYP)

#5 DOWELS

@ 12 EF

#5 (TYP)

2' '-0

10'-0"

5'-0" 5'-0"

20'-0"

4'-6" SQUARE (MIN)

4" CAM LOK FITTING

WITH DUST CAP

BLIND FLANGE

TAP FOR 4" SPOOL

8" CHECK

VALVE (CV)

8"

DISMANTLING

JOINT (DJ)

AIR RELIEF

VALVE

1"

GATEVALVE

4" PLUG

VALVE

8" PLUG

VALVE (PV)

PS-1

4"DIA.

FLGxFLG

SPOOL

8"x4" TEE

8" TEE

PS-1

3" ANTI-FLOATATION

FLANGE (VERIFY SIZE

WITH MANUFACTURER)

#5@12 EW EF

2" C

C (T

YP

3" C

C (T

YP

2" CC

(TYP)

EL 1268.60"

#5 (TYP)

CL EL. 1270.60

8" DI DISCHARGE FLANGE

1' -6

1'

-0 " 2 '-6

DIP HDPE

RIM ELEV. 1274.00

SST FASTENERS

GROUND LEVEL

FLAP

VALVE

2" (T

YP

4' -6

2" C

C (T

YP

3" ANTI-FLOATATION

FLANGE (VERIFY SIZE

WITH MANUFACTURER)

8' -0

2'

-3

VALVE

VAULT

0.

PUMP ON 1262.92'

PS-2 (NOTE 9)

4'-0"

2" CC (TYP)

2" C

C (T

YP

SEE PLANS FOR PIPE

SIZE, AND LOCATION

RISER PIPE CLAMP

1 X 1X 14 WELDED

LUG (TYP OF 4)

L3 X 3 X 14, WELDED

BETWEEN SUPPORT BRACKETS

STAINLESS STEEL,

WELDED PIPE SUPPORT

BRACKET (LOCATE AS

REQD TO PROVIDE

PROPER SUPPORT MIN.

SIZE L3 X 3 X 1/4)

4"Ø SST BOLT

MOUNTING PLATFORM 1

BY FRP WET WELL

MANUFACTURER

VA

R

IE

S

SEE THIS DRAWING FOR

PIPE SIZE, CL ELEVATION

AND PIPE SUPPORT LOCATION.

PIPE OD, SEE PLANS

ADJUST PIPE SADDLE

SUPPORT (SEE NOTES)

THE REDUCER BUSHING

AND NIPPLE (SIZE AS

REQUIRED)

SCH 40 STEEL PIPE, SIZE

DETERMINED BY PIPE SADDLE

NOTE:

1. WHERE PIPE SUPPORT IS INDICATED TO BE LOCATED

UNDER VALVE, PROVIDE ADJUSTABLE PLATE SUPPORT

IN LIEU OF SADDLE SUPPORT.

2"

CC (TYP)

12" (TYP)

2"

FRP WALL

3" C

C

1 1/2" TYP

1 1/2" TYP

2' -3

2'-3"2'-3"

9'-0"

3'-0"

2' -6

(T

YP

9'-0"

4'-0" 2'-3"2'-3"

3/4"Ø SST BOLT

MOUNTING PLATFORM

1 BY FRP WET WELL

MANUFACTURER

WET WELL

VALVE VAULT BASE PLAN

PIPE SUPPORT PS-1

PIPE SUPPORT PS-2

SCALE: NTS

INDUSTRIAL WASTE LIFT STATIONA1

GENERAL NOTES:

1. ALL DIMENSIONS, AND FITTING SIZES, TO BE VERIFIED WITH EQUIPMENT

MANUFACTURER BY CONTRACTOR.

2. WET WELL AND VALVE VAULT TOP SHALL BE DESIGNED BY EQUIPMENT

MANUFACTURER FOR 300 PSF LIVE LOAD.

3. WET WELL BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DRY

DENSITY.

4. SIGNAGE:

A. MOUNT SIGN ON UNDERSIDE OF HATCH FOR WET WELL AND VALVE

VAULT.

B. PROVIDE SIGNAGE OF REINFORCED FIBERGLASS, 1/8" THICKNESS,

SPECIFICALLY DESIGNED FOR EXTERIOR USE.

C. COPY SHALL BE ENGRAVED INTO 3-PLY LAMINATE CONSTRUCTION,

EXPOSING CONTRASTING COLOR CORE.

D. COLORS SHALL BE SELECTED FROM MANUFACTURER'S STANDARDS.

E. SIGN SHALL HAVE 1" HIGH LETTERING USING STANDARD, BOLD,

CONDENSED, UPPERCASE STYLE LETTERS.

F. MOUNTING SYSTEM SHALL BE WITH ALL ALUMINUM POP-RIVETS.

G. MOUNT SIGN THAT SAYS, "WET WELL AND VALVE VAULT REQUIRE

CONFINED SPACE ENTRY PERMIT" ON THE UNI-STRUT RACK FOR THE

LIFT STATION CONTROLS, AND THE FOLLOWING INFORMATION.

WARNING: CLASS I, DIV. 1 PORTABLE VENTILATION REQUIRED WHEN

OCCUPIED. VAULT AIR SHALL BE PURGED BEFORE ENTERING. PERSONAL

BREATHING AIR APPARATUS SHALL BE USED WHEN ENTERING VAULT.

5. EXFILTRATION TESTING OF WET WELL SHALL BE PERFORMED BY

CONTRACTOR AND SHALL BE TESTED SEPARATELY FROM THE PIPE.

A. WET WELL SHALL BE TESTED BY PLUGGING ALL OPENINGS IN A

WATERTIGHT MANNER WHICH WILL WITHSTAND THE HYDROSTATIC

PRESSURE WHEN WET WELL IS FILLED WITH WATER.

B. TESTING SHALL COMMENCE 12 HOURS AFTER WET WELL HAS

CONTAINED THE TEST WATER.

C. WET WELL HAVING A DEPTH GREATER THAN 25-FT SHALL BE TESTED

FOR ONLY 25-FT HEAD OF WATER. MANHOLES 25-FT DEEP OR LESS

SHALL BE TESTED FULL OF WATER.

D. EXFILTRATION SHALL NOT EXCEED 1.14 GALLONS PER DAY PER

VERTICAL FOOT OF WET WELL.

E. DEWATER WET WELL UPON COMPLETION OF TESTING.

6. FRP WETWELL AND VALVE VAULT SHALL CONFORM TO ASTM D 3753.

7. FOR CONTROL PANEL, CONDUIT ROUTING, STILLING WELL, AND OTHER

ELECTRICAL REQUIREMENTS REFER TO ELECTRICAL SHEETS.

8. CONTRACTOR SHALL VERIFY WITH MANUFACTURER REINFORCEMENT

WILL NOT INTERFERE WITH ANTI-FLOTATION FLANGE.

9. LOCATE PS-2 AT MIDPOINT OF VERTICAL LINE.

10. SEE INDUSTRIAL WASTE SYSTEM FLOW DIAGRAM ON CU122.

#6 DOWELS @ 12 EF (TYP)

#5 DOWELS @ 12 EF (TYP)

LIFT OUT

ASSEMBLY

SECTION VIEW A

SLAB BARS

NOT SHOWN

FOR CLARITY

4"

DRAIN PIPE

CCV

CCV

PV

8" DIP

CCV

PV

2' -0

2'

-0

9'-0"

8' -0

SUBMERSIBLE

PUMPS

PVMJ

MJ

MJ

MJ

MJ

10'-0"

DJ

DJ

DJMJ

LOCATION POINT ON PLANS

10" IW

LOCATION POINT ON PLANS

8" x 8" x 6" TEE WITH

E-CONNECTION POINT

8" x 8" x 8" x 8" CROSS

8" DIP

PLAN VIEW

A

CU513

CONCRETE

FILLET

RIM ELEV.

1274.00

CONCRETE FILLETCONCRETE FILLET EL 1257.92'

FRP WET WELL

FRP WET WELL

CAP AT

FLANGE FOR

FUTURE

CAP AT FLANGE

FOR FUTURE

FUTURE PUMP

AND PIPING (NIC)

CAP AT FLANGE FOR FUTURE

FUTURE PIPING

(NIC)

WET WELL FILLET DETAILNOTES:

1. BASE BID - CONTRACTOR TO PROVIDE 3 CONCRETE FILLETS AS SHOWN IN PLACE OF FUTURE PUMP.

2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND COORDINATE WITH PUMP MANUFACTURER.

3. CONCRETE PROTECTIVE COATING:

A. SURFACE PREPARATION:

FOLLOWING MANUFACTURERS RECOMMENDATION CLEAN AND DRY PER ASTM D4258. VERIFY CONCRETE DRYNESS AND PREPARE CONCRETE SURFACES IN ACCORDANCE WITH NACE NO. 6/SSPC-SP13 JOINT SURFACE PREPARATION STANDARDS AND ICRI TECHNICAL GUIDELINES. ABRASIVE BLAST, SHOT-BLAST OR MECHANICALLY ABRADE CONCRETE SURFACES TO REMOVE LAITANCE, CURING COMPOUNDS, HARDENERS, SEALERS AND OTHER CONTAMINANTS AND TO PROVIDE A MINIMUM ICRI-CSP 5 OR GREATER SURFACE

PROFILE.

B. PRIME COAT:

APPLY 1 COAT TNEMEC SERIES 218. FILL BUG HOLES AND PARGE COAT 1/16" - 1/4" THICK.

C. FINISH COAT:

APPLY 1 COAT OF SERIES 435 PERMA-GLAZE @ 30 TO 40 MILS D.F.T.

3-3/4" DIA. STAINLESSS STEEL EYELETS

W/ HILT-HIT 200 A MAX ADHESIVE

ANCHOR SYSTEM EMBED 7" MIN

3-3/4" DIA. STAINLESSS STEEL EYELETS

W/ HILT-HIT 200 A MAX ADHESIVE

ANCHOR SYSTEM EMBED 7" MIN

EL. 1257.92

EL. 1253.92

SECTION

PLAN

3'-4" 3'-4" 3'-4"

SET POINT 1260.60'

M

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US Army Corps of Engineers Tulsa District

M

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IDENTIFICATION

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SB

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6.D

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PD

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SHEET

IF SHEET IS LESS THAN 42 X 30

REDUCED PRINT - USE GRAPHIC SCALE

D

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B

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5 61 2 3 4

AS-BUILT (CWG)

M

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CU513

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1:

7/ 1/

ABBREVIATIONS

PS

PV

PE

MJ

INV

EL

DIP

DJ

CV

DIA

MECHANICAL JOINT

PIPE SUPPORT

PLUG VALVE

PLAIN END

CHECK VALVE

DIAMETER

DUCTILE IRON PIPE

ELEVATION

INVERT (BOTTOM

CL CENTERLINE

TYPICALTYP

DISMANTLING JOINT

P PUMP

FLG FLANGE JOINT

CUSHIONED SWINGCCV

BLIND FLANGEBF

PUMP GUIDE RAILSPGR

INFLUENTINF

EFFLUENTEFF

PVC POLYVINYL CHLORIDE PIPE

INSIDE DIA PIPE)

CHECK VALVE

TOP OF CONCRETETOC

HWL HIGH WATER LEVEL

LWL LOW WATER LEVEL

FRP FIBERGLASS REINFORCED PLASTIC

2.

SL

O

PE

T

O P

AT

WALL PIPEWP