Amend-0001 Plans W912EF21B0013.pdf

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Attached to
Lower Monumental Unit 2 Hub Seal Repairs Federal contract opportunity
Solicitation number
W912EF21B0013
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

This document provides details for a federal construction solicitation for the Lower Monumental Unit 2 Hub Seal Repairs project. The U.S. Army Corps of Engineers, Walla Walla District intends to issue an Invitation for Bids to repair a failed seal between the runner hub and turbine shaft connection at the Lower Monumental Dam in Franklin County, Washington. The scope of work involves sealing the outer diameter of the shaft flange where it meets the hub, installing welded caps for each coupling bolt, and piping at the shaft jacking bolts to contain any leakage. Optional work may include installation of Government furnished blades seals and a nose cone gasket. The contractor must complete all repairs, testing, and inspections within 150 calendar days of receiving the Notice to Proceed. A firm fixed-price contract will be awarded, and performance and payment bonds are required. The estimated value of the project is between $250,000 and $500,000.

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Amend-0002 Tech Specs W912EF21B0013.pdf PDF
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Amendment 0001 W912EF21B0013.pdf PDF
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LOWER MONUMENTAL LOCK & DAM

UNIT 2 TURBINE HUB SEAL REPAIR

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Lake EL.540.0

Lake EL.540.0

PT D 31+15.66

PT C 35+77.03

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PT B 41+66.40

PT E 26+54.83

LMSC-3

LMSC-2

PT F 17+80.14

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S N A K E

(L A K E S A C A J A W E A)

TO WINDUST PARK

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FRANKLIN CO.

WALLA WALLA CO.

FACILITY

JUVENILE FISH

PIPE

JFF OUTFALL

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ACCESS ROAD

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(L A K E H E R B E R T G. W E S T)

NAVIGATION LOCK

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NOT TO SCALE

NOT TO SCALENOT TO SCALE

LOCATION

PROJECT

SOLICITATION NO.: W912EF21B0013

CONTRACT NO.:

ISSUE DATE: MARCH 2021

of Engineers

US Army Corps

WALLA WALLA DISTRICT

these project documents within the scope of their employment as required by ER 1110-1-8152.

Engineers. The initials or signatures and registration designations of individuals appear on This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

APPROVED BY: APPROVED BY:

HYDROELECTRIC DESIGN CENTER

CHIEF OF MECHANICAL/STRUCTURAL BRANCH

JAMES CALNON, P.E.

HYDROELECTRIC DESIGN CENTER

DIRECTOR OF

STEVEN MILES, P.E.

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF MECHANICAL DESIGN SECTION

KEVIN RENSHAW, P.E.

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONST DIV.

DWAYNE WESTON, P.E.

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INDEX TO DRAWINGS

GENERAL

FILE NUMBER

NO.

SHEET TITLE

INDEX TO RESOURCE DRAWINGS

FILE NUMBER

NO.

SHEET TITLE

GOVERNMENT DRAWINGS

BALDWIN - LIMA - HAMILTON CORPORATIONMECHANICAL

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EL. 375.0

EL. 375.0

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CONTRACTOR STAGING

DEVIL

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ANYON R

OAD

NORTH ACCESS ROAD

SCALE: 1" = 80'

A1

GENERAL SITE PLAN

SNAKE RIVER

FLOW

PLAN

NORTH

4'-4"

11'-6 1/2 "

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SEE NOTE 6

INJECTION.

SEALANT

8 PORTS FOR

45° SPACING TYP.

TOP OF HUB

BOLTING TO

8 TABS FOR

SEE NOTE 5

GASKETS

WITH THIS WORK.

TO BE INSTALLED

COUPLING BOLTS

WELDED CAPS OVER

IN PLACE AFTER REPAIRS ARE COMPLETE.

CONTRACTOR TO REWELD COVER PLATE

COUPLING BOLTS AND UNWATERING PIPING.

CUT IN THIS LOCATION FOR ACCESS TO

DRAWING BLH 43892) WILL NEED TO BE

AND COVER PLATE AS SHOWN ON

NUT GUARD (RUNNER HUB EXTENSION

UNWATERING PIPING AT SINGLE LOCATION.

TOGETHER. TEE INTO EXISTING

IN TURBINE SHAFT AND MANIFOLD

TUBING FROM (3) JACK BOLT LOCATIONS

FOR DETAILS. INSTALL STAINLESS STEEL

TO RUNNER HUB, SEE DRAWING BLH 43916

EXISTING UNWATERING PIPING FROM SHAFT

RUNNER HUB

SHAFT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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GENERAL NOTES:

CORROSION OR PAINT PRIOR TO INSTALLATION.

7. MATING SURFACES FOR SEALING RING TO BE PROPERLY PREPARED TO REMOVE

6. SEALANT PORTS MUST BE PLUGGED AFTER INJECTION OF SEALANT.

IN BOTH THE TURBINE SHAFT FLANGE AND THE TOP OF THE HUB LOCATIONS.

5. REDUNDANT SEALING IS REQUIRED AT THE MATING SURFACES OF THE SEAL RING,

4. PAINT THE SEAL RING WITH AN EPOXY PAINT PROVIDED BY THE GOVERNMENT.

AS RECOMMENDED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT.

APPROVAL PRIOR TO USE. ROOM TEMPERATURE VULCANIZING SILICONE TO BE USED,

3. SEALANT TO BE SELECTED BY THE CONTRACTOR. SUBMIT PRODUCT DETAILS FOR

TWO PART, WITH A FLANGED JOINT. SEE SECTION 48 13 13.04 26 FOR MORE DETAILS.

RING AND SUBMIT DRAWINGS PRIOR TO FABRICATION. THE SEALING RING WILL BE

LOCATION OF THE SEALING RING. THE CONTRACTOR IS TO DESIGN THE SEALING

DIMENSIONS. THE DETAIL VIEWS ARE INTENDED TO SHOW THE FUNCTION AND

2. THIS DRAWING IS A CONCEPT SKETCH AND DOES NOT REPRESENT THE REQUIRED

1. BOLD INDICATES NEW EQUIPMENT TO BE INSTALLED.

F3

OUTLINE OF WORKING AREA

SCALE: 1/2"=1'-0

F10

DETAIL OF WORKING AREA

SCALE: 1 1/2" = 1'-0"

A15

TURBINE SHAFT & RUNNER

CONCEPT OF SEALING RING AT

SCALE: 6" = 1'-0"

M-101

F10

M-101

A15

30°

R 3 '-0

1/2

'-1

/4

R

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1 9/16 "

1 1/2 "

CL

HUB END OF SHAFT

1 1/2" FOR JACK SCREWS

TO EXISTING UNWATERING PIPE

3/8" STAINLESS STEEL TUBING

JACK BOLT BORE FOR

TURBINE SHAFT FLANGE

NPT CONNECTION AT

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PIPING

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EXISTING

ROUTED TO

2" STATIC PIPING

GOVERNOR SUMP VIA

TO THE TURBINE

VENT LEAKING OIL

TUBING USED TO

PLACEMENT OF THE

OVER THE NUTS OF THE BOLTS

WELDED CAPS TO BE ADDED

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BY CONTRACTOR

SEAL WELD AS DESIGNED

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®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

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IN

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M A

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GENERAL NOTES:

IMMERSION IN WATER, AS REQUIRED BY SPECIFICATIONS.

2. PAINT THE COUPLING BOLT WELDED CAPS WITH AN EPOXY PAINT SUITABLE FOR

1. BOLD INDICATED NEW EQUIPMENT TO BE INSTALLED.

F1

END OF SHAFT FLANGE

PLAN VIEW OF TUBING ON HUB

SCALE: 1"=1'-0

CL

G12

STEEL TUBING CONNECTION

A-DETAIL OF JACKING BOLT BORE STAINLESS

SCALE: 3"=1'-0

B15

B-SECTION COUPLING BOLT WELDED CAPS

SCALE: 6"=1'-0

G12

B15

M-102

M-102

TUBING

STAINLESS STEEL

S I

D

F

IN

IT

T U

R B

IN

E

H U

B S

E A

L R

E P

A

IR

S N

A K

E R

IV

E

R

L O

W E

R M

O N

U M

E N

T A

L L

O C

K

D

L L

A W

A L

L A

W

A S

H

IN

G T

O N

O R

G A

N

IZ

A T

IO

N

D

IS

T R

IC

T

A D

D R

E S

S

W A

L L

A W

A L

L A

D

IS

T R

IC

T

P O

R T

L A

N D

O

R E

G O

N

H Y

D R

O E

L E

C T

R

IC

D E

S

IG

N C

E N

T E

R

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

A

W

IN

G N

U M

B E

R

F

IL

E N

A M

E

S T

E V

E N

R

M

IL

E S

P

O M

J O

H N

D A

Y P

O W

E R

H O

U S

E

P H

O T

O S

W

IT

H E

X A

M P

L E

R E

P A

IR

M-901

C

G

IE

R E

K

D

R A

M

IR

E Z

P

M

-9

X

X X

.d

R

A

VIEW OF WORK AREA FROM TURBINE PIT

A1

SCALE: NTS

VENTING THE JACK BOLT HOLES TO UNWATERING PIPING

A15

SCALE: NTS

COMPLETED SEAL RING

G8

SCALE: NTS

F

IN

A L

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

M A

R C

H

W

E F

B

GENERAL NOTES:

4. PAINT THE SEAL RING WITH EPOXY PAINT FURNISHED BY THE GOVERNMENT.

FABRICATION ( SEE NOTE IN G15).

ANTICIPATED AND WILL BE REVIEWED BY THE GOVERNMENT PRIOR TO

FOLLOW THE SPECIFICATIONS, M-101 AND M-102. ALTERNATIVES TO THE WORK ARE

3. THE PHOTOS ARE PROVIDED TO SHOW THE INTENT OF THE WORK REQUIRED.

2. THE INNER HEADCOVER WILL NOT BE REMOVED. G1 SHOWS THE NUT GUARD REMOVED.

DUE TO LOCATION OF EXISTING UNWATERING PIPE.

1. TWO OF THE THIRTY WELDED CAPS WILL NEED TO BE MODIFIED AS SHOWN IN G15,

G1

BOLTS, NUT COVER PLATE REMOVAL.

COMPLETED WELDED CAPS FOR COUPLING

SCALE: NTS

G15

UNWATERING PIPE.

TUBING CONNECTION FROM JACKING BOLTS TO

SCALE: NTS

A8

HUB INTERFACE.

SEALING RING AT THE TURBINE SHAFT TO

SCALE: NTS

TO HUB COUPLING BOLTS

WELDED CAPS FOR THE SHAFT

SEE NOTE 1 TURBINE SHAFT FLANGE

AND RUNNER HUB INTERFACE

SEAL RING AT TURBINE SHAFT

CHECK VALVE

UNWATERING PIPING

BOLT HOLES TO THE

VENTING THE THREE JACK

STAINLESS STEEL TUBING

PIPING TO BE MODIFIED

EXISTING UNWATERING

TURBINE SHAFT FLANGE

INTERFACE

SHAFT AND RUNNER HUB

SEALING RING AT TURBINE

ALLOW PORT HOLES FOR SEALANT INJECTION IF NECESSARY

THAT THESE BOLTS ARE ON TABS AT THE OD OF THE SEALING RING. THIS WILL

THROUGH THE CENTER OF THE SEALING RING. FOR THIS WORK, IT IS INTENDED

NOTE: IN THIS EXAMPLE, THE BOLTS SECURING THE RING TO THE HUB ARE GOING

TO THE UNWATERING PIPING

THE THREE JACK BOLT HOLES

STAINLESS STEEL TUBING VENTING

18" OF ARC LENGTH

SECURE TUBING EVERY

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File details come from the government source that posted it. Updated .