A.03.17 Drawings 23Q0001.pdf

PDF 1 MB Posted Oct 27, 2022

Attached to: LMA Anodes Federal contract opportunity
Solicitation number: W912EF23Q0001
Issued by: Department of the Army Corps of Engineers Engineering District Walla Walla

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Written by GovTribe AI · Dec 27, 2023

This package includes drawings and specifications for a federal solicitation seeking anodes and anode support components. The solicitation number is W912EF23Q0001 and is being issued by the U.S. Army Corps of Engineers Walla Walla District. The solicitation requires the supply of fourteen complete sets of magnesium anode assemblies of various sizes and forty-six individual anode components for installation at the Lower Monumental Lock and Dam on the Snake River. Drawings provide detailed specifications for the anode support structures, fasteners, and individual anode components. The response due date and award date are not specified.

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G-001

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G -1

-0 -1

L A

N A

WALLA WALLA DISTRICT

FIRE DAMAGED COMPONENTS SUPPLY - ANODES

POWERHOUSE

SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

LOWER MONUMENTAL LOCK AND DAM

W912EF23Q0001

OCTOBER 2022

LMP-1-3-2/88COMPLETE AND PARTIAL TABLE SETSM-601

LMP-1-3-2/87ANODE SUPPORTS DETAILS 2M-502

LMP-1-3-2/86ANODE SUPPORTS DETAILS 1M-501

MECHANICAL

LMG-1-0-1/405COVER SHEET, LOCATION MAPS AND INDEXG-001

GENERAL

INDEX

D S

A E

C p d f.

p lt c fg

/7 /2

L M a

M a G

-0

X X

.d g n

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

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®of Engineers

US Army Corps

U .S

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LOCATION MAP

NOT TO SCALE

VICINITY MAP

NOT TO SCALE

LOCATION

PROJECT

MAP

SEE LOCATION

SPOKANE

OREGON

CLEARWATER R.

EUGENE

BOISE

P A

C E

A N

WASHINGTON

IDAHO

REVERETT

C O

L U

M B

SNAKE R.

PASCO

SEATTLE

PORTLAND

SALEM

THE

OLYMPIA

DALLES

WALLA WALLA

PENDLETON

VANCOUVER

Washtucna

Riparia

GOOSE

DAM

LITTLE

F la t

H O

P A L O

U S E

B. N.

C. P. RR.

C r.

Alkali

E A

Cr ee kD ry

Waitsburg

Pomeroy

Flat

Union

N O

Cr.

As oti n

TUCAN

Camp Wooten

PENDLETON

WALLA WALLA

PASCO

KENNEWICK

COLFAX

GRANITE

LOWER

PULLMAN

DAM

RICHLAND

DAM

OREGON

WASHINGTON

HARBOR

ICE

CLARKSTON

Farrington

McNARY

E R

LEWISTON

DAM

M L

B Cr

RIVER

R O

N D E

GRANDE

U M

ATILLA

r. U

. P . R

. RIVER

B u tt e r

Elgin Wallowa

Athena

Weston

Hermiston

Anatone

Asotin

M ill

WALLA

T O

U C

H E T

Touchet

Milton-Freewater

Wallula

B.N.

Kahlotus

Umatilla

Plymouth

Dayton

Almota

Ferry

Starbuck

BishopCentral

MONUMENTAL

LOWER Dodge

DAM

W A

L L

NOT TO SCALE

SITE MAP

S N A K E

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

C o n s tr u c ti o n

38 10' 03.94''

41.8

U.P.RR.

B.N.

TO WINDUST PARK

R I V E R

FRANKLIN CO.

WALLA WALLA CO.

L o c a l G ri d N o rt h S o li d

FACILITY

JUVENILE FISH

PIPE

JFF OUTFALL

500 KV TRANSMISSION LINE

ACCESS ROAD

NORTH SHORE

LOWER MONUMENTAL DAM

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

NAVIGATION LOCK

TO EUREKA

S U

B S

T A T

SOUTH SHORE ACCESS ROAD

TO KAHLOTUS

LMSC-5

LMSC-1 LMSC

86'x675'

C.B.L.

Matthews

Lake EL.540.0

PT D 31+15.66

PT C 35+77.03

TMB 41+90.40

PT B 41+66.40

PT E 26+54.83

LMSC-3

LMSC-2

PT F 17+80.14

LMSC-4

C.B.L.

Lake EL. 440.0

R . 3

E .; T . 1

R . 3

E .; T . 1

FISH LADDER

SPILLWAY

POWERHOUSE

N N

N of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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

The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

SUBMITTED BY:

APPROVED BY:

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.

L2"x1 1/2"x1/4"

2"1 1/8 "

6 3/4 "

1/8" x 1 1/2" STRAP

6 5/8"x1 1/2"x1/4" BAR

1 1/2 "

1/8" x 1 1/2" STRAP

11/16" DIA. HOLE

29 26

8 1/4 "

11/16" DIA. HOLE (TYP.)

(TYP.)

1/8"x1 1/2" STRAP

(TYP.)

1/8"x1 1/2" STRAP

A P

R 3/16" (TYP)

2 1/8 "2"2"2 1/8 "

25 26

5 7/8 "

11/16" DIA. HOLE

5 3/4"x1 1/2"x1/4" BAR

1 1/2 "

L2"x1 1/2"x1/4"

2"1 1/8 "

29 26

L2"x1½"x¼"

11/16" DIA. HOLE (TYP)

1/4" BAR

1/8"x1-1/2" STRAP

1 1/2 "1615

1 7/8 " 5/8 "

3 1/2 "

3 5/8 "

5/8" DIA. HOLE (BAR)

9/16" DIA. HOLE (STRAP)

1/8"x1 1/2" STRAP

45°

1/8"x1 1/2" STRAP

HOLE

9/16" DIA.

A P

5/8" DIA. HOLE

3 1/2"x1 1/2"x1/4" BAR

1" R

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0 1/2" 1" 2"0 0 1/2" 1" 2"0

0 1/2" 1" 2"0

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®of Engineers

US Army Corps

U .S

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PLAN VIEW

ELEVATION

5/8

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

5/8

ELEVATION

PLAN VIEW

MAGNESIUM ANODES SHALL NOT BE PAINTED.

PAINT ALL ANODE SUPPORTS AS REQUIRED BY THE SPECIFICATIONS. 2.

SHOWN. FOR REQUIRED QUANTITIES SEE PARTS LIST ON SHEET M-601.

BOLTS, NUTS, LOCK WASHERS AS WELL AS SOME STUD DETAILS ARE NOT 1.

GENERAL NOTES

A15

DETAIL: ANODE SUPPORT NO. 15

1"=1" FULL SIZESCALE:

J10

DETAIL: ANODE SUPPORT NO. 17

1"=1" FULL SIZESCALE:

DETAIL ANODE SUPPORT NO. 16

1"=1" FULL SIZESCALE:

DETAIL: VIEW (SIDE VIEW)

1"=1" FULL SIZESCALE:

DETAIL: ANODE SUPPORT NO. 18

1"=1" FULL SIZESCALE:

M-501

3/4 "2"2" 3/4 "

5 1/2 "

A P

1/8"x1-1/2" STRAP

HOLE (TYP)

3/4" DIA.

HOLE (TYP)

13/16" DIA.

1/8"x1-1/2" STRAP

HOLE (TYP)

3/4" DIA.

HOLE (TYP)

13/16" DIA.

1-1/2"x1/4"x 5-1/2" BAR

2"1 1/8 "

11/16" DIA. HOLE

13/16" DIA. HOLE

STRAP

1/8"x1-1/2"

BAR

4"x1-1/2"x1/4"

13/16" DIA. HOLE

BAR

4"x1-1/2"x1/4"

11/16" DIA. HOLE

1/8"x1-1/2" STRAP

(TYPICAL)

11/16" DIA. HOLE

1/8"x1-1/2" STRAP

1/8"x1-1/2" STRAP (TYP)

3/4 "2"2" 3/4 "

5 1/2 "

A P

/1 T Y P

1/8"x1-1/2" STRAP

STRAP

HOLE IN

11/16" DIA.

1-1/2"x1/4"x6-5/8" BAR

L2"x1-1/2"x1/4"

1-1/2"x1/4"x6-5/8" BAR

HOLE (TYP)

13/16" DIA.

1/16 "

1 1/2 "1"

3 1/2 "

1 1/2 "

3/4 "

16.31°

1" R

1/8"x1-1/4" STRAP

(TYPICAL)

9/16" DIA. HOLE

1/4" DIA. HOLE

STRAP

1/8"x1-1/4"

1" T Y P

3/8 " (TY

1/4 "

1/8 "

1 1/4 "

5/8 "

1 3/4 "

STEEL PIPE

3/4" DIA. SCH. 40

LENGTH (SEE PARTS LIST ON SHEET M-601)

ANODE

MAGNESIUM

STEEL WIRE

3/16" DIA.

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M-502

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p lt c fg

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M a M

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X X

.d g n

0 1/2" 1" 2"0

0 1/2" 1" 2"0 0 1/2" 1" 2"0 0 1/2" 1" 2"0

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

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®of Engineers

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U .S

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ELEVATION

PLAN VIEW

ELEVATION

PLAN VIEW

ELEVATION

PART 28 OPPOSITE HAND

PART 22 AS SHOWN

NOTE:

ELEVATION SIDE VIEW

5/8

ELEVATION END VIEW

MAGNESIUM ANODES SHALL NOT BE PAINTED.

PAINT ALL ANODE SUPPORTS AS REQUIRED BY THE SPECIFICATIONS. 2.

FOR COMPONENT QUANTITIES SEE PARTS LIST ON SHEET M-601.1.

GENERAL NOTES

A15

DETAIL: ANODE SUPPORT NO. 19

1"=1" FULL SIZESCALE:

G15

DETAIL: ANODE SUPPORT NO. 20

1"=1" FULL SIZESCALE:

DETAIL: ANODE SUPPORT NO. 21

1"=1" FULL SIZESCALE:

DETAIL: ANODE SUPPORT NO. 22 AND NO. 28

1"=1" FULL SIZESCALE:

DETAIL: ANODE SUPPORT NO. 31

1"=1" FULL SIZESCALE:

STANDOFF PIPE

DETAIL: 3/4" DIA.

1"=1" FULL SIZESCALE:

DETAIL: TYIPICAL ANODE

1"=1" FULL SIZESCALE:

S I

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M-601

F U

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C p d f.

p lt c fg

/7 /2

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X X

.d g n

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

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C H

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®of Engineers

US Army Corps

U .S

R M

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SEE SPECIFICATIONS FOR ALL MATERIALS REQUIREMENTS.4.

TOTAL NUMBER OF SETS (14) SHALL BE SHOWN ON THE BID SCHEDULE.3.

CORE WIRE.

ANODE LENGTHS SHOWN IN TABLE INCLUDE THE REQUIRED 3" OF EXPOSED 2.

GATE. 14 SETS ARE REQUIRED UNDER THIS CONTRACT.

ALL QUANTITIES SHOWN ON THE TABLE ARE FOR ONE STANDARD INTAKE 1.

GENERAL NOTES

1 MG

STEEL

NO.

PART

MATERIAL

QUANTITY

DESCRIPTION

STEEL

GALV. STL.

N/A

ANODE SUPPORT

STEEL

32 STEEL N/A

ANODE CLAMP

CYLINDER ASSY

GATE ASSY

LOCATION

⅝" NUT AND TOOTH LOCK WASHER

½" NUT AND TOOTH LOCK WASHER

A15/M-501

A1/M-502

DETAIL

SEE

A9/M-501

J10/M-501

J5/M-501

A15/M-502

G15/M-502

A9/M-502

G7/M-502

M3/M-502

G2/M-502

A1/M-502

STEEL

24 40

N/A GATE ASSY

CYLINDERGATE

MG 2" DIA. x 24" LONG MAGNESIUM ANODE

2" DIA. x 24'-0" LONG MAGNESIUM ANODE

2" DIA. x 22'-8" LONG MAGNESIUM ANODE

2" DIA. x 23'-0" LONG MAGNESIUM ANODE

2" DIA. x 20'-11" LONG MAGNESIUM ANODE

2" DIA. x 3'-6" LONG MAGNESIUM ANODE

2" DIA. x 3'-7" LONG MAGNESIUM ANODE

2" DIA. x 2'-9" LONG MAGNESIUM ANODE

2" DIA. x 1'-7" LONG MAGNESIUM ANODE

2" DIA. x 1'-2" LONG MAGNESIUM ANODE

GATE/CYL ASSY

34 STEEL N/A34 -

33 STEEL 40 - N/A

35 STEEL -20 N/A

⅝" DIA. x 1" LONG BOLT

G7/M-502

⅝" DIA. x 1¼" LONG STUD

½" DIA. x 1¼" LONG STUD

1¾" LONG SLEEVE (¾" DIA. SCH. 40 PIPE)

⅝" DIA. x 3" LONG STUD

½" DIA. - 13 UNC-2A x 1¼" LONG HEX HD BOLT

GATE ASSY

⅝" DIA. x 1" LONG STUD

COMPLETE ANODE AND FASTENING HARDWARE SET

SEE NOTE 1

TOTAL

LM498570aG-001XXX

LM498570aM-501XXX

LM498570aM-502XXX

LM498570aM-601XXX

	2022-09-07T14:18:56-0700
RENSHAW.KEVIN.M.1230505310

	2022-09-23T15:08:46-0700
PALMER.MARCUS.DAVID.1161674717

	2022-09-26T08:30:02-0700
WESTON.DWAYNE.M.1231638152

File details come from the government source that posted it. Updated Oct 27, 2022.