23B0007_Plans.pdf
PDF 30 MB Posted
- Attached to
- NWW Waterstop Repairs Federal contract opportunity
- Solicitation number
- W912EF23B0007
About this file
This file relates to a federal solicitation for waterstop repairs. Solicitation number W912EF23B0007 was issued by the Department of the Army Corps of Engineers Engineering District Walla Walla for waterstop repairs at an unnamed facility. The file contains 30MB of plans related to the required repairs. Responses to the solicitation are due on an unspecified date, and the award is expected to be made by an unspecified date. The solicitation seeks waterstop repairs but provides no further details on pricing terms, set asides, incumbent contractors, or other salient information.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W9123EF23B0007 A0001.pdf | ||
| W912EF23B0007.pdf | ||
| Techspec_23B0007.pdf |
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Text version
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WALLA WALLA DISTRICT
WATERSTOP REPAIR II
CLEARWATER, SNAKE, AND COLUMBIA RIVERS
MULTIPLE DAM SITE LOCATIONS
W912EF23B0007
JULY 2023
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US Army Corps
U .S
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LOCATION MAP
NOT TO SCALE
VICINITY MAP
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SEE LOCATION
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VANCOUVER
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PULLMAN
DAM
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Milton-Freewater
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Umatilla
Plymouth
Dayton
Almota
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Bishop Central
MONUMENTAL
LOWER
DodgeDAM
W A
L L
A
McNARY
LOCATIONS
DAM SITE
LITTLE
DAMDWORSHAK
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:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONSTRUCTION DIVISION
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF GEOTECHNICAL DESIGN SECTION
MICHAEL FRANSSEN, P.E.
LOCKBASE
NAVIGATION LIG
HT
MPS-1
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
TOWER
W/S 268.0
M P
H
E L
. 2 .4
POND
M P
H
E L
. 2 .7
E L . 2
.2
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SCALE: 1''=200'
PLAN: MCNARY LOCK AND DAM
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U .S
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IN
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WASHINGTON
OREGON
(NAVIGATION LOCK AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
(POWERHOUSE AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 5.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.4.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.3.
GOVERNMENT CRANE IS NOT AVAILABLE FOR USE.
MEANS FOR GETTING EQUIPMENT AND SUPPLIES TO THE WORK AREA, THE
NAVIGATION LOCK THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN
A PEDESTRIAN WALKWAY. FOR WORK ON THE SOUTH SIDE OF THE
ACCESS TO THE DECK ON THE SOUTH SIDE OF THE NAVIGATION LOCK IS VIA
THE NAVIGATION LOCK DECK IS AT ELEVATION 348.0. THE ONLY EXISTING
THE ROADWAY DECK ACROSS THE TOP OF THE DAM IS AT ELEVATION 361.0. 2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
400'0 200'
COLUMBIA RIVER
CBL
X
X
XX
X X
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XX
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.d g n
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SCALE: 1''=80'
PLAN: ICE HARBOR LOCK AND DAM
(POWERHOUSE AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
(NAVIGATION LOCK AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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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
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 4.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.3.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
80' 160'0
N
S N
A K
E R
IV
E
R
C-301
H1
0 4
0 4 0 4
.4
CBL/CREST AXIS
MONO-3 MONO-2 MONO-1
CBL/CREST AXISCBL/CREST AXIS
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.d g n
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SCALE: 1''=80'
PLAN: LOWER MONUMENTAL LOCK AND DAM
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
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B M
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S I Z
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M A
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D E
S C
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IP
T
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N D
A T
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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
(POWERHOUSE AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
(NAVIGATION LOCK AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 4.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.3.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
80' 160'0
N
S N
A K
E R
IV
E
R
A11
GVL S
TORAGE AREA
A N
S I
D
F
IN
T E
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T O
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SCALE: 1''=80'
PLAN: LITTLE GOOSE LOCK AND DAM
(NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
(POWERHOUSE, NAVIGATION LOCK, AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
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
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B M
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C H
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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
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 4.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.3.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
80' 160'0
N
S N
A K
E R
IV
E
R
J8
78076
CBL CBL
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N W
W a
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.d g n
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SCALE: 1''=80'
PLAN: LOWER GRANITE LOCK AND DAM
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
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B Y
C H
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K E
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D R
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IG
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D B
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IT
A
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N N
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IS
S
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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
(NAVIGATION LOCK AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
(POWERHOUSE AND NON-OVERFLOW)
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
80' 160'0
N
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 4.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.3.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
S N
A K
E R
IV
;r ir
BAY
ERECTION
n
UNIT
#1
UNIT
#2
UNIT
#3
#5 #6
47 46 45 44 43
40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21
20 19 18 17 16 15 14 13 12 11 10 9 8 7
UNIT
FUTURE
UNIT
FUTURE
UNIT
FUTURE
#4
A N
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
M
IC
H A
E L
F R
A N
S S
E N
P
.E
L O
C A
T
IO
N S
F O
R W
A T
E R
S T
O P
R E
P A
IR
S
G E
N E
R A
L P
L A
N
D W
O R
S H
A K
D A
M A
N D
R E
S E
R V
O
IR
G-106
D T
U C
K E
R
S W
Y R
E M
B E
L S
G -1
-0 -1
/4
D T
U C
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/2 /2
N W
W a
\N
W W a G
-1 X
X X
.d g n
A1
SCALE: 1''=100'
PLAN: DWORSHAK DAM
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
GENERAL LOCATIONS FOR WATERSTOP REPAIRS
OF 1929 (NGVD 29).
VERTICAL DATUM REFERENCE IS THE NATIONAL GEODETIC VERTICAL DATUM 4.
REFER TO SHEET C-302 FOR INFORMATION ON DEPTHS.3.
REFER TO SHEET C-301 FOR TYPICAL SECTIONS,.2.
TASK ORDER.
SPECIFIC LOCATIONS FOR WORK WILL BE CLEARLY DEFINED WITH EACH 1.
GENERAL NOTES
100' 200'0
N
N O
R T
H F
O R
K
C L
E A
R W
A T
E R
R
IV
E R
A1
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
M
IC
H A
E L
F R
A N
S S
E N
P
.E
A N
D N
O N
-O V
E R
F L
O W
E X
A M
P L
E P
O W
E R
H O
U S
E N
A V
IG
A
T
IO
N L
O C
K
S E
C T
IO
N
S
C-301
D T
U C
K E
R
S W
Y R
E M
B E
L S
N -1
-4 -0
/1
T
U C
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/2 /2
N W
W a
\N
W W a C
-3
X
X X
.d g n
A11
SCALE: NOT TO SCALE
SECTION: EXAMPLE POWERHOUSE MONOLITH JOINTSECTION: EXAMPLE DWORSHAK MONOLITH JOINT
SCALE: NOT TO SCALE
A1
SECTION: EXAMPLE NON-OVERLFLOW MONOLITH JOINT
H1
J8
LOCK MONOLITH JOINT
SECTION: EXAMPLE NAVIGATION
CYLINDERS. SEE NOTE 1.
NEW DRILL HOLE AND WATERSTOP
CYLINDERS. SEE NOTE 1.
NEW DRILL HOLE AND WATERSTOP
CYLINDERS. SEE NOTE 1.
NEW DRILL HOLE AND WATERSTOP
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
DEFINED WITH EACH TASK ORDER.
THE NUMBER OF DRILL HOLES AND SPECIFIC LOCATIONS WILL BE CLEARLY 1.
GENERAL NOTES
G-106
A1
G-103
A1
G-102
A1
G-104
A1
CYLINDERS. SEE NOTE 1.
NEW DRILL HOLE AND WATERSTOP
1/4 " MAX
IN
T O
F O
U N
D A
T
IO
N R
O C
K A
T A
L L
O T
H E
R D
A M
S
IN
T O
F O
U N
D A
T
IO
N R
O C
K A
T D
W O
R S
H A
K
L 3 X 3 X 3/8
1/2 X 5 CONCRETE ANCHORS
SEE NOTE 1
MONOLITH JOINT
DECK
A N
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
M
IC
H A
E L
F R
A N
S S
E N
P
.E
T A
IL
S
A N
D A
N T
IC
IP
A T
E D
D E
P T
H S
C-501
D T
U C
K E
R
S W
Y R
E M
B E
L S
N -1
-4
/2
T
U C
K
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
P
M
/2 /2
N W
W a
\N
W W a C
-5
X
X X
.d g n
A2
SCALE: NOT TO SCALE
DETAIL: TOP AND BOTTOM OF DRILL HOLE
DETAIL: DECK AT MONOLITH JOINT
H13
ANTICIPATED DEPTHS FOR NEW WATERSTOPS
C12
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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
DRILL HOLE CENTERED ON MONOLITH JOINT
SEE NOTE 2
1/2'' THICK ROUND GALV. PLATE
EXISTING CONCRETE
FILLED WITH WATERSTOP CYLINDERS
DRILL HOLE (6'' OR 8'' DIA)
THRUST PLUG
STARTER HOLE (DRILL HOLE DIA. PLUS 2'')
PIPE DIAMETER SAME AS DRILL HOLE DIAMETER
GALV. PIPE CENTERED ON PLATE
5/16
DAM DECK
8'' DRILL HOLE. CONSTRUCT PLATE WITH 1'' HOLE IN CENTER OF PLATE.
CONSTRUCT PLATE DIAMETER TO BE 11.75'' OR 13.75'' DEPENDING ON 6'' OR 2.
DEPTH FROM THE SURFACE, ALONG THE JOINT.
SOME LOCATIONS MAY HAVE PREMOLDED JOINT FILLER, UP TO 6 INCHES IN 1.
GENERAL NOTES
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
A N
S V
E R
S E
S E
C T
IO
N
U N
IT
S
-1
P O
W E
R H
O U
S E
C O
N C
R E
T E
O U
T L
IN
E
M C
N A
R Y
L O
C K
A N
D D
A
R-001
P -1
.3 -4
-0 /5
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/2 /2
N W
W a
\N
W W a R
-0
X
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
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
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
N E
R A
L M
A S
O N
R Y
P L
A N
N A
V
IG
A T
IO
N
L O
C K
M C
N A
R Y
L O
C K
A N
D D
A
R-002
N -2
-0
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
P
M
/2 /2
N W
W a
\N
W W a R
-0
X
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
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
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
N O
L
IT
H S
T
O
N A
V
IG
A T
IO
N
L O
C K
P L
A N
M C
N A
R Y
L O
C K
A N
D D
A
R-003
N -1
-4 -1
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
P
M
/2 /2
N W
W a
\N
W W a R
-0
X
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
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
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
A N
S V
E R
S E
S E
C T
IO
N
U N
IT
S
-6
P O
W E
R H
O U
S E
IC
E
H A
R B
O R
L O
C K
A N
D D
A
R-004
-6 -0
-0
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
P
M
/2 /2
N W
W a
\N
W W a R
-0
X
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
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
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
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A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
N E
R A
L M
A S
O N
R Y
P L
A N
N A
V
IG
A T
IO
N
L O
C K
IC
E
H A
R B
O R
L O
C K
A N
D D
A
R-005
-1 -4
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
P
M
/2 /2
N W
W a
\N
W W a R
-0
X
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
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
S I
D
F
IN
T E
R S
T O
P R
E P
A
IR
I I
C L
E A
R W
A T
E R
S
N A
K E
A
N D
C O
L U
M B
IA
R
IV
E
R S
M U
L T
IP
L
E D
A M
S
IT
E L
O C
A T
IO
N
S
W
E F
B
J U
L Y
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
A N
E
L E
V A
T
IO
N A
N D
S E
C T
IO
N
S O
U T
H N
O N
-O V
E R
F L
O W
D A
M
IC
E
H A
R B
O R
L O
C K
A N
D D
A
R-006
-1 -4
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| 2023-06-27T14:51:09-0700 | |
| FRANSSEN.MICHAEL.JOSEPH.1178138908 |
| 2023-06-28T07:43:30-0700 | |
| LYON.JEFFREY.ROBERT.1368727144 |
| 2023-06-28T09:45:38-0700 | |
| WESTON.DWAYNE.M.1231638152 |
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