B08 Appendix A Revision 1.pdf
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- Attached to
- Building 0009 Repair Deep Water Intake Pipe
- Solicitation number
- W52P1J22R5003
About this file
This document provides details on a federal solicitation for repair work on a deep water intake pipe. The Army Contracting Command - Rock Island is requesting proposals to repair the deep water intake pipe at Building 009 on the Rock Island Arsenal in Rock Island, Illinois. Interested parties should review the attached file B08 Appendix A Revision 1.pdf for more information on the scope of work required, response deadline, and terms of the potential award. The solicitation number is W52P1J22R5003 and is being issued by the Department of the Army Materiel Command Joint Munitions Command for this repair project at the Rock Island Arsenal facility.
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SOW for Project# 2022-0291
Rock Island Arsenal Appendix
PR-2022-0291 BLDG009 Repair Deep Water Intake Pipe
Appendix A: Drawings Revision 1
May 2022
US Army Garrison‐Rock Island Arsenal Directorate of Public Works
Engineering and Services Division
AMIM-RIP-G
1 Rock Island Arsenal Rock Island, IL 61299‐5000
SYLVAN
ISLAND
BETTENDORF
DAVENPORT
MOLINE
ROCK ISLAND
M
I
S
S
I
S
S I
P
P
I
R
I
V
E
R
BASE MAP REV. NOVEMBER 2021
A-01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
C T
N
O
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
R O
K
I S
L A
D
A
S
E N
A L
D I R
E C
T O
R A
E
F
P
U B
L
W
R
K S
R O
L A
N D
I L
R G
D E
S I G
N E
D
B
Y
C
H
A W
K I N
S O
N
D R
A W
N
B
Y
K
L A
N N
A N
C H
E C
K E
D
B
Y
X X
X
A P
P R
O V
B
Y
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
C S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
G
STATUS
L D
G
R
E P
A
E
P
W
A T
E R
I N
T A
P
P
E
C O
V E
R
S
H E
E T
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G PLANS OF PROPOSED IMPROVEMENT ON THE
ROCK ISLAND ARSENAL
ROCK ISLAND, ILLINOIS
BLDG009 REPAIR DEEP WATER
INTAKE PIPE
PROJECT NUMBER: 2022-0291
PROJECT
LOCATION
INDEX OF SHEETS
NO. DESCRIPTION
A.01 COVER SHEET
D.01-D.02 DEMOLITION PLAN/SITE PLAN
MWM.01-MWM.02 PIPING INSIDE VALVE PIT/PIPING OUTSIDE VALVE PIT
U.01-U.07 DETAIL SHEETS
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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PARKING
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SOUTH
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WEST DRIVE
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FREEDOM
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DRIVE
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BECK AVENUE
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KINGSBURY AVE
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BUFFINGTON ST.
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DRIVE
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NORTH
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STREET
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BENET AVENUE
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AVENUE
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CHESTNUT AVENUE
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STREET
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GOLF
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SECOND
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THIRD
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WITEK ROAD
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FORT ARMSTRONG AVE.
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RODMAN
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AVENUE
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NORTH
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AVENUE
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EAST
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NORTH
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AVENUE
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ROCK
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ISLAND
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AVENUE
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U.S. GOVERNMENT BRIDGE
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RODMAN
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DAVENPORT
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DRIVE
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GILLESPIE
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DRIVE
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KING
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SOUTH
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AVENUE
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EAST
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DRIVE
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BECK
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SYLVAN
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DRIVE
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AVENUE
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DRIVE
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BLUNT
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ROAD
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DRIVE
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BURR
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DYKE
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ROAD
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RODMAN
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ROAD
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AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text D
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AutoCAD SHX Text V
AutoCAD SHX Text E
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DYKE ROAD
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CEMETERY
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NATIONAL
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NORTH
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AVENUE
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NORTH
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AVENUE
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NORTH
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AVENUE
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DYKE ROAD
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DAVENPORT DRIVE
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HILLMAN ST.
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R.I. VIADUCT
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CIRCLE
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DAVENPORT
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CIRCLE
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LANE
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BUTLER
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LANE
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FARLEY
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WILLIE
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LANE
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LANE
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LOCK AND DAM
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NO. 15
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E. RIVER DR.
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GRANT ST.
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4TH AVE
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1ST AVE
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4TH ST.
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STATE ST.
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DURNIN AVENUE
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WHITTEMORE ST.
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EAST DRIVE
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NORTH
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DRIVE
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PROSPECT CIRCLE
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PROSPECT COURT
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ROSTRUM DRIVE
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DRIVE
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CEMETERY
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MOLINE BRIDGE
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GOETSCH
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DRIVE
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DRIVE
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CEMETERY
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POST
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KING DRIVE
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PROSPECT DRIVE
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KING
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COURT
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CHAMBERLAIN DRIVE
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WALKER DRIVE
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CONFEDERATE
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CEMETERY
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DURNIN
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AVENUE
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BAKER
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AVENUE
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HOWARD ST.
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AMERICAN DISCOVERY TRAIL
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FORT ARMSTRONG AVE.
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BECK AVENUE
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HOBBS ST.
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STREET
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STREET
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LANDIS ST.
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STREET EAST
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STREET WEST
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PERSHING
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PERSHING
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AVENUE
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RODMAN
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FIELD
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MEMORIAL
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MEMORIAL
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PARK
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RAMSEY ROAD
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TERRACE
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LANE
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BURR
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DRIVE
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MOSKALA
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CEMETERY
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NATIONAL
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2ND ST.
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3RD ST.
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STREET
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KINGSBURY
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FLAGLER
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AVE
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RIA FITNESS TRAIL
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BAUMBECK AVENUE
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NORTH
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AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
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AutoCAD SHX Text Y
AutoCAD SHX Text D
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AutoCAD SHX Text D
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HILLMAN ST.
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RODMAN AVE
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BLUNT
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ADDITION TO
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2ND
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CEMETERY
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NATIONAL
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ADDITION TO
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1ST
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ROCK ISLAND
D-01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
I L
R G
D E
S I G
N E
D
B
Y
C
H
A W
K I N
S O
N
D R
A W
N
B
Y
K
L A
N N
A N
C H
E C
K E
D
B
Y
X X
X
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
C S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
L D
G
R
E P
A
E
P
W
A T
E R
I N
T A
P
E
D E
M O
L I T
I O
N
P
L A
N
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
Remove concrete stairway and railing
Remove concrete wall and railing
Remove footing
Cap pipe at wall in valve pit.
M
I S
S
I S
S
I P
P
I
R
I V
E
R
B
L
U
A
D
Remove intake pipe and supports.
Cap pipe +/- 3 ft. from water shore line.
Fill pipe with flowable fill mixture.
Remove valve and valve box.
B u i l d i n g
Remove railing and concrete valve pit cover
Remove concrete and railing
D-02
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
I L
R G
D E
S I G
N E
D
B
Y
C
H
A W
K I N
S O
N
D R
A W
N
B
Y
K
L A
N N
A N
C H
E C
K E
D
B
Y
X X
X
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
C S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
L D
G
R
E P
A
E
P
W
A T
E R
I N
T A
P
E
S I T
E
P
L A
N
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
150'
U
O
S
P
A
C
I
N
S
T
A
L
L
H
E
R
S
15'
Extend valve pit 15' west.
(See Sheet U-01).
Construct new 10" thick reinforced PCC top over both old and new vaults.
(See Sheet U-02).
18'
M
I S
S
I S
S
I P
P
I
R
I V
E
R
B
L
U
A
D
New 10" Dia. Ductile Iron water intake pipe.
New 12" Dia. HDPE water intake inlet pipe.
(See Sheet U-07)
S t a
45°
S t a
S t
Approx. top of levee
45° - 12" Dia.
D.I.P. bend
S t a
N e w t f l a n g e
SCALE:
1" = 20' (D Size)
1" = 40' (Tabloid size)
S t
S t
S t
S t
S t
S t
Stationing Down the River
(feet) Toward River
(Feet)
Angle Change (Toward River is +)
(Degrees)
Sta. 0 + 00.0 0.000 0.000 + 0 Sta. 0 + 18.0 18.000 0.000 + 0 Sta. 0 + 30.0 29.905 1.251 + 6 Sta. 0 + 47.8 47.340 4.957 + 6 Sta. 0 + 51.8 51.142 6.192 + 6 Sta. 0 + 57.8 56.610 8.627 + 6 Sta. 0 + 63.7 61.727 11.582 + 6 Sta. 0 + 72.4 68.726 16.668 + 6 Sta. 0 + 80.7 74.927 22.252 + 6 Sta. 0 + 92.1 83.408 29.888 + 0 Sta. 1 + 09.6 96.386 41.574 + 0 Sta. 1 + 27.4 109.632 53.501 + 0 Sta. 1 + 45.4 123.000 65.537 + 0 Sta. 1 + 63.4 136.344 77.552 + 0 Sta. 1 + 81.4 149.688 89.567 + 0 Sta. 1 + 99.4 163.032 101.582 + 0 Sta. 2 + 01.4 164.514 102.917 + 0 Sta. 2 + 02.4 165.511 102.865 -45
B2
D
C E
A
F
B1 B2
B2
C
B2
D
B1
D E
D
F
MWM-01
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
I L
R G
D E
S I G
N E
D
B
Y
C
H
A W
K I N
S O
N
D R
A W
N
B
Y
K
L A
N N
A N
C H
E C
K E
D
B
Y
X X
X
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
C S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
L D
G
R
E P
A
E
P
W
A T
E R
I N
T A
P
E
I N
N E
R
V
A U
L
P
I N
G
P
L A
N
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
Cap pipe at wall in valve pit.
Approximate location of existing 10" D.I.P.
Valves and Fittings - All pipe in valve pit is new cement lined D.I.P.
A Wye (Branch placed upward) (See Sheet U-04) -2 Each
B1 10" Valve w/riser (See Sheet U-04) - 2 Each
C Check Valve (See Sheet U-04) - 2 Each
D Spool
B2 10" Valve with hand wheel operator (See Sheet U-04) - 4 Each
E 10" x 10" Tee (See Sheet U-04) - 2 Each
F Long Radius
Turn 10" bend elbow (See Sheet U-04) - 2 Each
Approximate location of existing 10" D.I.P.
Approximate location of existing 10" D.I.P.
Approximate
Sta. 0+00
(± 3')
Pipe to remain
Pipe to remain
Pipe to remain. Filled with flowable fill.
Pipe to remain
4" Cap on wye (Typ.)
NOTE:
Install pipe supports under each valve and for every six (6) feet of unsupported pipe length.
S t a
Floor Bldg. 9 - 562.5
Valve Pit - 555.0
Navigation channel bottom - 552.0
Max. Dredge - 549.0
GROUND AND PIPE PROFILE
L e v e e
C
L
S t a
S t a
S t a
S t a
Flat Pool - 561.0
S t a
S t a
V a l v i t
R i p p
Proposed intake pipe inlet
(See Sheet U-07)
- 544.97
MWM-02
D A
T E
A P
P R
M
A R
K D
E S
C R
I P
T I O
N
S U
B M
I T
T E
D
B
Y
I S
S U
E
D
A T
E
P R
O J E
D R
A W
I N
G
N
O
U S
A
R M
Y
G
A R
R I S
O
L A
S
E N
A L
D I R
E C
T O
R A
P
U B
L
R
K S
R O
L A
N D
I L
R G
D E
S I G
N E
D
B
Y
C
H
A W
K I N
S O
N
D R
A W
N
B
Y
K
L A
N N
A N
C H
E C
K E
D
B
Y
X X
X
A P
P R
O V
G
K
O S
K I
D
I R
E C
T O
R
O
F
P
U B
L
R
K S
C S
B
A C
H
C
H I E
F
O
F
E
N G
I N
E E
R I
L D
G
R
E P
A
E
P
W
A T
E R
I N
T A
P
E
O U
T E
R
V
A U
L
P
I N
G
P L A
N
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
Approximate location of proposed 10" D.I.P water intake pipe.
Angle Change (Rise is +) (Degrees)
Pipe Length (feet) Stationing
Pipe bottom Elevation at Sta.
(feet)
+ 0 0 Sta. 0 + 00.0 556.00 + 0 18 Sta. 0 + 18.0 556.00 + 4 12 Sta. 0 + 30.0 556.84 + 4 18 Sta. 0 + 47.8 559.35 -6 4 Sta. 0 + 51.8 559.49 -6 6 Sta. 0 + 57.8 559.07 -6 6 Sta. 0 + 63.7 558.03 -6 9 Sta. 0 + 72.4 555.55 -6 9 Sta. 0 + 80.7 552.18
+ 4 12 Sta. 0 + 92.1 548.47 + 4 18 Sta. 1 + 09.6 544.12 + 6 18 Sta. 1 + 27.4 541.61 + 6 18 Sta. 1 + 45.4 540.98 + 6 18 Sta. 1 + 63.4 542.24 + 0 18 Sta. 1 + 81.4 543.50 + 0 18 Sta. 1 + 99.4 544.76 + 0 2 Sta. 2 + 01.4 544.90 + 0 1 Sta. 2 + 02.4 544.97
15'-0"
9"
8"
8"
Proposed Valve Pit Expansion Existing Valve Pit
7'-2"7'-2"
8"
7'-4"
B
B
B
B
El. 567.0 ±
(Old Datum)
El. 555.0 ±
(Old Datum)
15"
12"
30"
45°'
10"
Cut Opening in west side of existing valve pit wall
SECTION
A-A
Walls of new valve pit expansion to be 8" thick with #5 epoxy coated rebar at 12" O.C., both ways.
(See Sheet U-02)
12"30"
New 10" D.I.P.
water intake pipe.
SECTION
B-B
(TYP.)
New valve pit cap: 10" thick concrete with #5 coated rebar @ 6" O.C., both ways.
(See Sheet U-02)
4"
8"
9"
12"
12"
Construct 6" thick gravel subbase.
10"
3/4"
3/4"
2" 2"
Slope 1:50 toward river
Chamfer all exposed edges.
3/4" (Typ.)
Proposed 10" PCC cap.
2" overhang from exterior pit walls with 1:50 slope north toward river.
PIV
Location TBD or cut in over valve B1
(See Sheet U-05 for
PIV detail)
7'-4"
Place new aluminum stairway with handrail
1" south of new P.C.C.
retaining wall.
(See Sheet U-06)
2" (Typ.)
2"(Typ.)
20"
30"
48"
20"
30" x 36" Hatch
(See Sheet U-06)
Hinge side
Hinge side
32'-8" outer edge to outer edge
8'
1'
2'-2"
El. 567.0 ±
(Old Datum)
El. 555.0 ±
(Old Datum)
8'
1'
2'-2"
6'-0"
Cast in place P.C.C.
retaining wall.
(See Sheet U-03)
2 @ 4'-6" 2 @ 4'-6"
5'-6"
6 @ 4'-6"
HANDRAIL PLAN
FOR P.C.C. TOP OF
VALVE PITS
A A
3"
3/4"
HANDRAIL BASE PLATE MOUNT PROFILE
Chemically attached
(epoxy) anchor SS bolt
Old VaultNew Vault
HANDRAIL POST BASE PLATE
2" STD. PIPE
NOTE: ALL HANDRAILS ARE 2" ALUMINUM
HANDRAIL PLAN - OUTSIDE PLATFORM
PL
"x6"x0'-6"
C 5x6.7 Toeboard
1/4"
2'-1"
"3
" Dia. Holes
1/4"
1/4"
1/4"
PL
"x6"x0'-6"
" Edge chamfer on
PCC vault top (Typ.)
1" gap for toeboard above concrete
A
A
STD. PIPE OR PIPE HANDRAIL SYSTEM
Place 6" P.C.C.
reinforced slab under stairs as the landing at bottom.
U-01
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N o t e
A d d e d
N o t e
C h a n g e d f r o m l l h a n d r a i l s a r e
S t d p i p e
5b1
BENT BARS
Base
9''
27''
20''
9''
Short Wall plus 8''
27''
5b1 5t15w1
10''
5w3
8'' 8'' m i n
4''
Base
5t1
Top
Wall
Height
Wall
5w2
6'
REINFORCING BAR LIST
Mark
5t1
5t2
5t3
5b1
5b2
5b3
5w1
5w2
5w3
Size Location Shape Length Spacing
Top
Base
Walls
Top
Top
Base
Base
Walls
Walls
36" 12"
12"
12"
12"
12"
12"
12"
6"
6"
Long Wall plus 12"
Short Wall plus 12"
Long Wall plus 18"
Short Wall plus 18"
Short Wall plus 48"
Wall height minus 4"
Long Wall plus 12"
36"
Neehah R-6665-1HH
Rectangular Casting and Lid with hinge
(See Sheet U-06)
7''
9''
4''
20''
Cx1 Cx2
PLAN VIEW
TYPICAL CONNECTOR
REBAR
OLD TO NEW VALVE PIT
WALLS
OldNew
TYPICAL SECTION
NEW FLOOR SLAB
AND WALL TIED TO
SLAB AND WALL IN OLD PIT
Cx1
Cx2
Walls
Walls
18"
18"
9''
12''
20''
Cx2Cx1
5''
OldNew
12''
12''
9"
12"
4"
8"
ISOMETRIC VIEW
WALL REBAR OLD TO NEW
CONNECTION
Cx1 bar shown. Bar Cx2 is tied to Cx1 and new wall rebar.
Imbedment hose drilled 5" for
Cx1 bar to be inserted at least 4" and chemically bonded in place before concrete placement.
Drill Hole 1" below middle of existing slab, but no lower than 7".
5b2
OldNew
A
A
SECTION A-A
4"
4"
8"
9"
B
B
45°
4"
8"
9" 12" 15"
B
B
SECTION B-B (TYP.)
10''
5w3
8'' 8'' m i n
4''
Base
5t1
Top
Wall
Height
Wall
5w6
13'-8"
SECTION C-C
C C
5b1
5b3
5w6
5w2
5b2
5b3
5m2
5m1
MIDLENGTH VAULT SUPPORT WALL
SECTION X-X
X X
5t1
10''
86"
5w6
5w5
5w6 5w5
5w5 Walls 12"5
5w6 Walls 12"5
44"
30"
5"
2 1/2"
44" Long
33"
32"
5b3
5b2
5w5
5w2
106"
5t3
5t2
5t3
5t2
U-02
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1 2 3 4 5 6 7 8 9 10
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C
D
E
TYPICAL SECTION
#8 smooth bar 12" long @ 13" O.C.
(Typ.)
4'-3"4'-3"
3'
2'
5'
3'-6"
6'
3'-6" 5'
6'
120°
North edge new valve pit
P.C.C. Retaining Wall
2"
3/4" Chamfer both edges (Typ.)
8"
8" THICK P.C.C.
RETAINING WALL
PLAN VIEW
8" THICK P.C.C.
RETAINING WALL
PROFILE VIEW
10"
A A
8"
3/4" Chamfer top and bottom edge of PCC vault cap (Typ.)
8"
8"
16"
18"
6"
FOOTING
CLASS A SUBBASE
PCC RETAINING
WALL
FOOTING DETAIL
B
B
SECTION A-A
SECTION B-B
FOOTING
CONNECTION TO
NEW VAULT PIT
PLAN VIEW
16"
8"
8"
New valve pit wall
N l v e p i t w a l l
#5 Epoxy Bar @
12" O.C. both ways
P C
C
R e t a i n i n g
W a l l
18" Footing
6" Class A Subbase
N l v e p i t w a l l
" Bond Breaker between valve pit and retaining wall
U-03
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U-04
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2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
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U-05
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2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
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F
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NOTE: Order vertical indicator post painted light violet (Reclaimed water designation)
U-06
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A
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S T
A I R
W A
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H
A N
D R
A I L
A N
D
A
C C
E S
S
H
A T
C H
D E
T A
I L S
2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
1'-1"
8"32"
72" O.D.
72" O.D.
60" I.D.
72" O.D.
36"R
30"
15"R
14 1/2"
12"
2 1/2"
#4 epoxy coated reinforcing bars 6" O.C. both ways with inner and outer #4 hoop bars 3" from rounded edge.
U-07
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READY FOR
ADVERTISEMENT
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19 @ 9" = 14'-3"
B a n d
B a n d
B a n d
B a n d
B a n d
Sta. 2+00
Attach 72" Dia.
P.C.C. manhole flat top pipe support
(See above detail)
One of two.
12" x 12"
1/8 turn D.I.P. elbow flange-flange
(See Sheet U-05)
10" x 12" D.I.P flange-flange eccentric reducer
(See Sheet U-05)
DETAIL OF INLET SECTION
· HDPE flat cap
· Intake pipe 12" Dia. HDPE flange end pipe
· 12" x 12" - 45 ° D.I.P. elbow
· 10" x 12" D.I.P. reducer
· Extra-rigid Type 304SS wire cloth 3/8 " openings 0.12" diameter wire woven and crimped to maintain shape.
INLET PIPE
· 2" dia. drilled holes - 4 equally spaced around 12" SDR11 pipe.
· Holes shall be at least 9" from pipe flange.
· Each band of 4 holes are rotated 45° and spaced 9" along the longitudinal axis of pipe.
· Anchor pipe to two 72" dia. precast
P.C.C. manhole flat top lids. Secure pipe to the lids with SS 3/4" cable and hardware.
· Total of 80 holes.
12" Dia. HDPE water intake inlet pipe
N o t e
C h a n g e d f r o m
H
D P
E p i p e
AutoCAD SHX Text
30" ECCENTRIC ACCESS
AutoCAD SHX Text 60" I.D. x 6" WALL
AutoCAD SHX Text
SIDE VIEW
AutoCAD SHX Text
TOP VIEW
AutoCAD SHX Text
OPENING
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
FLAT TOP
AutoCAD SHX Text
WITH
AutoCAD SHX Text
2990 LBS.
AutoCAD SHX Text
APPROX. WT.
AutoCAD SHX Text
6072FT-30 ECC MAG FLAT TOP
INTAKE INLET PIPE SUPPORT
| A01 Cover Sheet |
| Sheets and Views |
| Cover Sheet |
| D01 Demo Plan |
| Sheets and Views |
| D01 Demo Plan |
| D02 Site Plan |
| Sheets and Views |
| D02 Site Plan |
| MWM01 Piping in Pit |
| Sheets and Views |
| MWM01 Piping in Pit |
| MWM02 Piping out of Pit |
| Sheets and Views |
| MWM02 Piping out of pit |
| U01 Valve Pit Expansion and Handrail Details_Revision 1 |
| Sheets and Views |
| Details U01 |
| U02 Valve Pit Expansion Rebar Details |
| Sheets and Views |
| Details U02 |
| U03 Retaining Wall Details |
| Sheets and Views |
| Details U03 |
| U04 Pipe Valve and fittings Detail |
| Sheets and Views |
| Details U04 |
| U05 Pipe Valve and fittings Detail |
| Sheets and Views |
| Details U05 |
| U06 Stairway_Handrail and Access Hatch Details |
| Sheets and Views |
| Details U06 |
| U07 Water Intake Inlet Details_Revision 1 |
| Sheets and Views |
| Details U07 |
File details come from the government source that posted it. Updated .