Subset of 60 percent Plans for Industry Days_Part 3.pdf
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- W91237-25-SB-SN03
About this file
These documents are 60% design plans for the Lower Mud River Flood Risk Management Project in Milton, West Virginia, prepared by the US Army Corps of Engineers Huntington District. The comprehensive set of architectural, mechanical, electrical, and structural drawings covers multiple critical infrastructure components, including two pump stations (Newmans Branch and Johns Branch), multiple gatewells, discharge arrangements, and associated mechanical and electrical systems.
The designs detail complex flood control infrastructure with specific technical specifications for pump stations featuring three pumps per station, sump configurations, discharge pipes (18" and 36" diameter), electric gate operators, trash racks, ventilation systems, and integrated electrical and control systems. The project includes various drainage area structures across multiple locations such as Western Drainage Area, Damon Avenue, and Johns Branch West, with precise elevation specifications, concrete structures, and mechanical components like sluice gates, flap gates, and culvert outfall systems. The documents are marked as "DRAFT ONLY FOR INDUSTRY DAY", indicating these are pre-final design documents intended for contractor review and feedback, with an upcoming Industry Day scheduled for October 21, 2025, in Milton, West Virginia.
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T/ FINISHED GRADE
SEE NOTE 7, 8
#9 @ 12", TYP
#9 @ 12", TYP
#10 @ 12"
TYP, T&B
#10 @ 12"
TYP, T&B
14' - 0"
C V
R
REBAR TO AVOID
HP, TYP
2' - 0" 5' - 0" 5' - 0" 2' - 0"
HP12X53 @ 6'-0" C/C, TYP
CONTRACTOR TO
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TO REACH BEDROCK.
2'-0"
1'-0"
2'-0"
1'-0"
8' - 11"
3' - 0"
SEE DETAIL-2 FOR
TYPICAL H PILE
CONNECTION
C V
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PS27.5
SHEET PILE
1' - 6"
3" CVR, TYP UNO
2' - 1"
1' - 0" 1' - 0"
#6 @ 12", TYP
3' - 0"
C V
R
WET SIDE DRY SIDE24'-0"
1'-0"
HP14X117 @ 6'-0" C/C, TYP
CONTRACTOR TO
DETERMINE ACTUAL LENGTH
BASED UPON LENGTH NEEDED
TO REACH BEDROCK.
PL1/2X10X12
CL PILE
H-PILE
2 - #11 HAIR-PIN BARS
AT EACH HP, TYP
#11 HAIR-PIN BARS
AT EACH HP
PL1/2X10X12
#11 HAIR-PIN
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AT EACH HP,
TYP
STD 90°
RADIUS BEND
PL1/2X10X12, TYP
WEB ELEVATION FLANGE ELEVATION
PLAN VIEW
3/8
TYP
3/8
SEAL, TYP
3/8 4
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1/2" = 1'-0"S-317
PILE FOUNDED T-WALL - SECTION1
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI.
2. REINFORCEMENT SHALL BE ASTM A615 GRADE 60 STEEL.
3. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
4. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
5. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
6. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
7. TYP T-WALL WIDTH TO BE 14'-0".
0 0.5' 1' 2'0 1' 2' 4' 1" = 1'-0"S-317
TENSION PILE FOOTING CONNECTION2
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PL1/2X10X12
#11 HAIR-PIN
BARS
AT EACH HP,
TYP
STD 90°
RADIUS BEND
PL1/2X10X12, TYP
WEB ELEVATION FLANGE ELEVATION
PLAN VIEW
3/8
TYP
3/8
SEAL, TYP
3/8 4
T/ FINISHED GRADE
SEE NOTE 7, 8
#6 @ 12", TYP
#6 @ 12", TYP
#9 @ 12"
TYP, T&B
#9 @ 12"
TYP, T&B
REBAR TO AVOID
HP12, TYP
HP12X53 @ 6'-0" C/C, TYP
CONTRACTOR TO
DETERMINE ACTUAL LENGTH
BASED UPON LENGTH NEEDED
TO REACH BEDROCK.
SEE DETAIL-2 FOR
TYPICAL H PILE
CONNECTION
PS27.5
SHEET PILE
#6 @ 12", TYP
WET SIDE DRY SIDE
1' - 6"
1' - 10 7/16"
3" CVR, TYP UNO
8' - 11"
C V
R
10' - 1 15/16"
14' - 0"
1' - 0" 1' - 0"
T Y
P
C V
R
C V
R
24'-0"
1'-0"
2' - 0" 5' - 0" 5' - 0" 2' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-318
P
IL
E F
O U
N D
E D
T -W
A L L
T R
A N
S
IT
IO
N
S E
C T
IO
N
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
J F
R E
E M
A N
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI.
2. REINFORCEMENT SHALL BE ASTM A615 GRADE 60 STEEL.
3. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
4. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
5. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
6. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
7. TYP T-WALL WIDTH TO BE 14'-0".
1" = 1'-0"S-318
TENSION PILE FOOTING CONNECTION2
0 0.5' 1' 2'0 1' 2' 4'1/2" = 1'-0"S-318
PILE FOUNDED T-WALL - TRANSITION SECTION1
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
S T
A
.5
S T
A
.8
S T
A
.0
23' - 4" 21' - 4"20' - 6"
S T
A
.1
10' - 0"
WATERSTOP
TYP
S-317
Sim
S-318
Sim
20' - 6" 23' - 4" 21' - 4"
2' - 8"
3' - 6"4' - 6"4' - 6"4' - 6"3' - 6" 4' - 6"4' - 6"4' - 6"4' - 6"2' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8"
1' - 0" 2' - 0"
S T
A
.0
S T
A
.5
S T
A
.8
S T
A
.1
WET SIDE
DRY SIDE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-319
T -W
A L L
E
A S
T W
A L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
J F
R E
E M
A N
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"2
EAST WALL TRANSITION ELEVATION
1/4" = 1'-0"1
EAST WALL TRANSITION LAYOUT
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8"
WET SIDE
DRY SIDE
C O
N T
R A
C T
IO
N
J O
IN
T
C O
N T
R A
C T
IO
N
J O
IN
T
E X
P A
N S
IO
N
J O
IN
T
E X
P A
N S
IO
N
J O
IN
T
S T
A
.1
36 SECTIONS @ 21'-4"
S T
A
.1
36 SECTIONS @ 21'-4"
WATERSTOP
TYP
S-317
Sim
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-320
T -W
A L L
E A
S T
W A
L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
J F
R E
E M
A N
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"1
EAST WALL TYPICAL PANEL LAYOUT
1/4" = 1'-0"2
EAST WALL TYPICAL PANEL ELEVATION
SEE SHEET S-327
FOR CONNECTION
AT STOPLOG.
SEE SHEET S-327
FOR CONNECTION
AT STOPLOG.
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
S T
A
.0
S
T A
.0
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
20' - 6"23' - 4"
T
A
.1
S T
A
.4
S T
A
.9
S T
A
.9
10' - 0"
WATERSTOP
TYP
S-318
Sim
S-317
Sim
S T
A
.1
S T
A
.9
S T
A
.4
S T
A
.9
23' - 4" 20' - 6" 10' - 0"
2' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 2' - 8" 3' - 6" 4' - 6" 4' - 6" 4' - 6" 3' - 6"
WET SIDE
DRY SIDE
1' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-321
T -W
A L L
M
ID
D L E
W A
L L
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
J F
R E
E M
A N
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"2
MIDDLE WALL TRANSITION ELEVATION
SEE SHEET S-327
FOR CONNECTION
AT STOPLOG.
1/4" = 1'-0"1
MIDDLE WALL TRANSITION LAYOUT
SEE SHEET S-327
FOR CONNECTION
AT STOPLOG.
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
20' - 6" 21' - 4"S
A
.0
S T
A
.5
S T
A
.8
10' - 0"S T
A
.0
1' - 0"
RETURN KEY
3' - 6" 4' - 6" 4' - 6" 4' - 6" 3' - 6" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8"
WET SIDE
DRY SIDE
S T
A
.0
S T
A
.5
S T
A
.8
S T
A
.0
10' - 0" 20' - 6" 21' - 4"
WATERSTOP
TYP
S-318
Sim
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-322
T -W
A L L
W E
S T
W A
L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"1
WEST WALL TRANSITION LAYOUT
1/4" = 1'-0"2
WEST WALL TRANSITION ELEVATION
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
A
.8
S T
A
.2
S T
A
.5
23' - 4"213' - 4 13/16"10 SECTIONS @ 21'-4"
1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 2' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 2' - 8"
WET SIDE
DRY SIDE
213' - 4 13/16"
S T
A
.8
S T
A
.2
S T
A
.5
23' - 4"10 SECTIONS @ 21'-4"
2' - 0"
WATERSTOP
TYP
S-318
Sim
S-317
Sim
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-323
T -W
A L L
W E
S T
W A
L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"1
WEST WALL LAYOUT
1/4" = 1'-0"2
WEST WALL ELEVATION
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
A
.5
S T
A
.3
234' - 8 15/16"11 SECTIONS @ 21'-4"
WATERSTOP
TYP
S-317
Sim
234' - 8 15/16"
S T
A
.5
S T
A
.3
1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8"1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8" 1' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 1' - 8"
11 SECTIONS @ 21'-4"
WET SIDE
DRY SIDE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-324
T -W
A L L
W E
S T
W A
L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"1
WEST WALL TYPICAL PANEL ELEVATION
1/4" = 1'-0"2
WEST WALL TYPICAL PANEL LAYOUT
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
A
.3
S T
A
.6
S T
A
.1
S T
A
.1
10' - 0"20' - 6"23' - 4"
2' - 0"
WATERSTOP
TYP
S-317
Sim
S-318
Sim
S T
A
.3
S T
A
.6
S T
A
.1
S T
A
.1
23' - 4" 20' - 6" 10' - 0"
RETURN KEY
2' - 8" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 2' - 8" 3' - 6" 4' - 6" 4' - 6" 4' - 6" 3' - 6"
1' - 0"
WET SIDE
DRY SIDE
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:0
P
M
S-325
T -W
A L L
W E
S T
W A
L L
S H
E E
T
O F
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
O O
S
IE
R
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
1/4" = 1'-0"2
WEST WALL END TRANSITION ELEVATION
1/4" = 1'-0"1
WEST WALL END TRANSITION LAYOUT
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
2. VERIFY ELEVATIONS IN FIELD WITH SURVEY DATA.
3. CHAMFER ALL CORNERS 3/4" UNLESS NOTED OTHERWISE.
4. CONCRETE AT CONSTRUCTION JOINTS TO BE CLEANED, FREE OF LAITANCE, AND ROUGHENED TO 1/4".
5. WATER STOPS SHALL BE INSTALLED AT ALL CONSTRUCTION JOINTS. SEE SHEET X-YYY FOR DETAIL.
6. EXPANSION JOINTS SHALL BE LOCATED AT EVERY THIRD MONOLITH JOINT ALONG THE WALL AND AT ALL JOINTS WHERE THERE IS A CHANGE IN HORIZONTAL ALIGNMENT. MAXIMUM SPACING BETWEEN EXPANSION JOINTS SHALL BE xx FEET. ALL OTHER JOINTS SHALL BE CONTRACTION JOINTS UNLESS
NOTED OTHERWISE.
7. STATIONS ARE APPROXIMATE AND MAY VERY DUE TO CONSTRUCTION +/- 2".
8. CONCRETE PANEL JOINTS TO BE CENTERED OVER SHEET PILE KNUCKLE, TYP.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:1
P
M
S-326
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
D O
W N
S T
R E
A M
E L E
V A
T
IO
N
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:1
P
M
S-327
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
P L A
N A
N D
E L E
V A
T
IO
N
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:1
P
M
S-330
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
B U
T T
R E
S S
A N
D S
IL
L M
O N
O L
IT
H
H A
L F
P L A
N A
N D
S E
C T
IO
N
S
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:2
P
M
S-333
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
S T
O P
L O
G S
T O
R A
G E
B U
IL
D
IN
G
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:2
P
M
S-334
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
S T
O P
L O
G S
T O
R A
G E
B U
IL
D
IN
G
R
E
IN
F O
R C
E M
E N
T
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:2
P
M
S-335
C L O
S U
R E
S T
R U
C T
U R
E A
T B
IL
L B
L E
N K
O D
R
IV
E
M
IS
C
G A
T E
C L O
S U
R E
D E
T A
IL
S
W
A T
E R
S T
O P
S A
N D
S H
E E
T P
IL
E
M U
D R
IV
E
R
N A
S H
V
IL
L E
D
IS
T R
IC
T
T H
A V
E S
N
A S
H V
IL
L E
T
N
S D
A S
G U
P T
A
C H
A R
R
IS
J F
R E
E M
A N
N O
T C
H E
C K
E D
Is s u e D a te
M
IL
T O
N W
V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V F
R M
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
15' - 0"
7' - 6" 7' - 6"
1/4" / 1'-0" 1/4" / 1'-0"
13' - 6" 1' - 6"
CONCRETE KEY
/1
#7 @ 12" EW, TYP
#7 @ 12"
#7 @ 12"
S-340
4 EQUAL SECTIONS = 85' - 0"
S-340
30' - 0"
F L O
W
S L O
P E
S L O
P E
30' - 0"
1/4" / 1'-0" 1/4" / 1'-0"
10' - 0"
5' - 0" 5' - 0"
/8
/8
CONCRTE KEY
1' - 6"8' - 6"
/4
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C
U s e rs
\h e cd rc h \D o c u m e n ts
\L o w e r
M u d R iv e r
M ilt o n
W V
F
R M ro b e rt
.c .h a rr is .r v t
/2
/2
:1
:2
P
M
S-340
T Y
P
IC
A L O
V E
R T
O P
P
IN
G S
E C
T
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DETAIL
ELEVATION
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BUILDING SECTION
A-A
A-XXX
COLUMN REFERENCE
LOUVER TYPE
WINDOW TYPE
CONTROL POINT/ELEVATION MARK
PARTITION TYPE
ROOM/SPACE NUMBER
A
ANCHOR BOLT
ABOVE
ALTERNATING CURRENT
AIR CONDITIONING
ACOUSTICAL
ACCESS DOOR
AREA DRAIN
ADJUSTABLE
ABOVE FINISH FLOOR
AGGREGATE
AIR HANDLING UNIT
AREA INLET
ALUMINUM
ACTIVE LEAF
ALTERNATE
AMPERE
ACCESS PANEL
APPROVED
APPROXIMATE
ARCHITECTURAL
ASBESTOS
ASPHALT
ACOUSTICAL TILE
ACOUSTICAL TILE CEILING
AUTOMATIC
AVERAGE
ACOUSTICAL WALL COVERING
AMERICAN WIRE GAUGE
B
BULLETIN BOARD
BOOKCASE
BOARD
BOUNDARY
BRICK EXPANSION JOINT
BITUMINOUS
BUILDING LINE
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM OF
BOTTOM
BRACING
BRIDGING
BEARING
BRICK
BRACKET
BENT
BRITISH THERMAL UNIT
BTU PER HOUR
BUILT UP ROOF
C
CABINET
CONDUIT
CAPACITY
CENTER TO CENTER
CATCH BASIN
CEMENT
CUBIC FEET PER MINUTE
CHIMNEY
CURB INLET
CAST IRON
CIRCLE
CONTRACTION JOINT
CHECKED
CIRCUIT
CIRCUIT BREAKER
CORNER GUARD
CENTER LINE
CEILING
CAULKING
CLOSET
CLOSED
CLEAR
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
COUNTER
CLEANOUT
CARBON DIOXIDE
COLUMN
COMMON
COMBINATION
COMPRESSIBLE
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CORNER
CORRIDOR
COVERED
CEMENT PLASTER
CYCLES PER SECOND
CARPET
COURSE
COUNTER SINK
CASEMENT
CERAMIC TILE
CENTER
CONDENSING UNIT
CUBIC YARD
COLD WATER
CYLINDER
D
PENNY (AS IN NAIL)
DATUM
DOUBLE ACTING
DRY BULB
DOUBLE
DOOR CLOSER
DEGREE
DEPARTMENT
DETAIL
DRINKING FOUNTAIN
DOUBLE HUNG
DUCT HEATER
DIAMETER
DIAGONAL
DIMENSION
DISCONNECT
DISPENSER
DISTRIBUTION
DRESSED AND MATCHED
DOWN
DOOR
DRAIN
DOWNSPOUT
DRAWING
DOWELS
E
EAST
EACH
EXPANSION JOINT
ELEVATION
ELECTRIC
ELEVATOR
EMERGENCY
ENCLOSURE
ENTRANCE
ELECTRIC PANEL
EQUAL
EQUIPMENT
ESTIMATED
ELECTRIC WATER COOLER
EXCAVATE
EXIT DEVICE
EXHAUST
EXISTING
EXPOSED
EXPLOSION
EXPANSION
EXTERIOR
F
FAHRENHEIT
FRESH AIR
FOOT CANDLE
FACING
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FINISH FLOOR
FIRE HYDRANT
FIRE HOSE CABINET
FIGURE
FINISH
FIXTURE
FLOOR
FLASHING
FLEXIBLE
FLOORING
FLUORESCENT
FOUNDATION
FIRE PROTECTION
FEET PER MINUTE
FIRE PROOF
FRAME
FURRING
FULL SIZE
FEET
FOOTING
FUTURE
FABRIC WALL COVERING
G
GAS
GAGE
GALLON
GALVANIZED
GRAB BAR
GENERAL
GROUND FAULT INTERRUPTER
GOVERNMENT INSTALLED
GLASS
GROUND
GOVERNMENT
GALLONS PER MINUTE
GRADE
GRATING
GYPSUM WALL BOARD
GLAZED WALL TILE
GYPSUM
H
HOSE BIBB
HARDBOARD
HANDICAPPED
HEAD
HEADER
HANDRAIL
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HORSE POWER
HIGH POINT
HOUR
HIGH STRENGTH
HEIGHT
HEATING
HEATER
HOT WATER
I
IRON
INSIDE DIAMETER
INCH
INSULATION
INTERIOR
INVERT
J
JUNCTION BOX
JANITOR CLOSET
JUNCTION
JOIST
JOINT
K
KEY
KILOPOUND
KITCHEN
KNOCK OUT
KICK PLATE
KILOVOLT
KILOVOLT AMPERE
KILOWATT
L
LUMEN
LABORATORY
LAUNDRY
LAVATORY
LUMBER
POUNDS
LOAD
LENGTH
LINEAR
LEFT HAND
LINTEL
LONGITUDINAL
LOW POINT
LIGHT
LIGHTING
LIGHT WEIGHT
LOUVER
M
MEN
MACHINE
MAGNETIC
MARBLE THRESHOLD
MASONRY
MATERIAL
MAXIMUM
MECHANICAL
MEMBRANE
METAL LAY-IN PANEL
MANUFACTURE
MATTE GLAZED TILE
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
METAL LATH
MOLDING
MASONRY OPENING
METAL STUD
MARBLE THRESHOLD
METAL
MOUNTED
N
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT REQUIRED
NOT TO SCALE
O
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OVERHEAD
OPENING
OPPOSITE
P
PIECE
PERFORATED
PLATE
PLASTER
PLASTIC LAMINATE
PLYWOOD
PLUMBING
PANEL
PORCELAIN
PAIR
PREFABRICATED
PREFINISHED
PROJECT
POUNDS / SQUARE FOOT
POUNDS / SQUARE INCH
PAINT
PAPER TOWEL DISPENSER
PAINTED
PARTITION
POLYVINYL CHLORIDE
PAVEMENT
PASS WINDOW
Q
QUARRY TILE
QUARTER ROUND
R
RISER
RETURN AIR
RADIUS
RESILIENT BASE
ROOF DRAIN
RIDGE
RECEPTACLE
REFRIGERATOR
REGLET
REFERENCE
REINFORCE
REQUIRED
RESILIENT
REVISIONS
ROOFING
RANGE
ROUGH
RIGHT HAND
ROOF LEADER
ROOM
ROUGH OPENING
REVOLUTION PER MINUTE
RUBBER
S
SOUTH
SPLASH BLOCK
SCHEDULE
SECTION
SOAP DISPENSER
SQUARE FOOT
SHEET
SHEATHING
SIMILAR
SPECIFICATIONS
SOUNDPROOF
SPECIAL
SQUARE
STAINLESS STEEL
STANDARD
STRINGER
STEEL
STONE
STRUCTURAL
SUSPENDED
SHEET VINYL FLOORING
SYMMETRICAL
STATION
T
TOILET
TOWEL BAR
TELEPHONE
TERRAZZO
TEMPORARY
TONGUE AND GROOVE
THRESHOLD
THICK
TREAD
TYPICAL
U
UNDERCUT
UNDERGROUND
UNIT HEATER
UNFINISHED
URINAL
V
VOLT
VINYL BASE
VERTICAL
VESTIBULE
VINYL TILE
VENT THRU ROOF
VINYL WALL COVERING
W
WEST
WITH
WATER CLOSET
WOOD
WINDOW
WIRE GLASS
WROUGHT IRON
WORK POINT
WAINSCOT
WITHOUT
WATERPROOF
WASTE RECEPTACLE
WEIGHT
WELDED WIRE FABRIC
MISC
AT
AND
POUND OR NUMBER
PERCENT
CHANNEL
ANGLE
CONSTRUCTION JOINT
UNDERWRITERS
LABORATORIES
UNLESS OTHERWISE
NOTED
VINYL COMPOSITION
TILE
INSTITUTE
OPERATOR
STEEL CONSTRUCTION
STANDARDS INSTITUTE
CEILING
INSTITUTE
EQUIPMENT
JOINT
BRACKET
CABINET
EQUIPMENT
FACING TILE
DISPENSER
RECEPTACLE
ROOFING
HZ HERTZ
TOPO TOPOGRAPHY
CONSTR. JT. A
A.B.
ABV.
A.C.
A/C
A.C.I. AMERICAN CONCRETE
ACST.
A.D.
A.D.
ADJ.
A.D.O. AUTOMATIC DOOR
A.F.F.
AGG.
A.H.U.
A.I.
A.I.S.C. AMERICAN INSTITUTE OF
ALUM.
A.L.
ALT.
AMP.
A.N.S.I. AMERICAN NATIONAL
A.P.
A.P.C. ACOUSTICAL PANEL
APPD.
APPROX.
ARCH.
A.R.I. AMERICAN REFRIGERATION
ASB.
ASPH.
A.T.
A.T.C.
AUTO.
AVG.
A.W.C.
A.W.G.
B
B.B.
BC.
BD.
BDY.
B.E.J.
BIT.
B.L.
BLDG.
BLK.
BLKG.
BM.
B.O.
BOT.
BRCG.
BRDG.
BRG.
BRK.
BRKT.
BT.
BTU
BTUH
BUR.
C
CAB.
CND.
CAP.
C TO C
C.B.
CEM.
CFE CONTRACTOR FURNISHED
CFM
CHIM.
C.I.
CI
CIR.
C.J.
CKD.
CKT.
C.B.
C.G.
C.L.
CLG.
CLKG.
CLO.
CLOS.
CLR.
CMP.
CMU.
CNTR.
CO.
CO2
COL.
COM.
COMB.
COMP.
CONC.
CONN.
CONSTR.
CONT.
COR.
CORR.
COV.
CPL.
C.P.S.
CPT.
CRSE.
CS.
CSMT.
C.T.
CTR.
C.U.
CU. YD.
C.W.
CYL.
D d
D.
D.A.
D.B.
DBL.
D.CL.
DEG.
DEPT.
DET.
D.F.
D.H.
D.H.
DIA.
DIAG.
DIM.
DISC.
DISP.
DIST.
D.&M.
DN.
DR.
DRN.
DS.
DWG.
DWLS.
E
E
EA.
E.J.
EL.
ELEC.
ELEV.
EMERG.
ENCL.
ENT.
E.P.
EQ.
EQUIP.
EST.
E.W.C.
EXC.
EX.D.
EXH.
EXIST.
EXP.
EXPL.
EXPN.
EXT.
F
F.
F.A.
F.C.
FCG.
F.C.J. FLOOR CONSTRUCTION
F.D.
FDN.
F.E.
F.E.B. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER
F.F.
F.H.
F.H.C
FIG.
FIN.
FIX.
FL.
FLASH.
FLEX.
FLG.
FLUOR.
FOUND.
F.P.
FPM.
F.PRF.
FR.
FRG.
F.S.
FT.
FTG.
FUT.
F.W.C.
G
G.
GA.
GAL.
GALV.
G.B.
GEN.
G.F.E. GOVERNMENT FURNISHED
G.F.I.
G.I.
GL.
GND.
GOVT.
GPM.
GR.
GRTG.
G.W.B.
G.W.T.
GYP.
H
H.B.
HDB.
HCPD.
HD.
HDR.
HDRL.
HDW.
HDWD.
H.M.
HORZ.
H.P.
H. PT.
HR.
H.S.
HT.
HTG.
HTR.
H.W.
HYD. HYDRAULIC
I
I.
I.D.
IN.
INSUL.
INT.
INV.
J
J.B.
J.C.
JCT.
JST.
JT.
K
K.
KIP.
KIT.
K.O.
K.P.
KV
KVA
KW
L
L.
LAB.
LAU.
LAV.
LBR.
LBS.
LD.
LG.
LIN.
L.H.
LNTL.
LONG.
L.PT.
LT.
LTG.
LT. WT.
LVR
M
M.
MACH.
MAGN.
MAR. T.
MAS.
MAT.
MAX.
MECH.
MEMB.
M.L.P.
MFR.
M.G.T.
MH.
MIN.
MIR.
MISC.
M.L.
MLDG.
M.O.
M.S.
M.T.
MTL.
MTD.
N
N
N.I.C.
NO.
NOM.
N.R.
N.T.S.
O
OBSC.
O.C.
O.D.
OFF.
OH.
OPNG.
OPP.
P
PC.
PERF.
PL.
PLAS.
PLAS. LAM.
PLWD.
PLBG.
PNL.
PORC.
PR.
PREFAB.
PREFIN.
PROJ.
PSF
PSI
PT.
P.T.D.
PTD.
PTN.
PVC
PVMT.
P.W.
Q
Q.T.
1/4 RD.
R
RSR.
R.A.
RAD.
R.B.
R.D.
RDGE.
RECP.
REF.
REG.
REF.
REINF.
REQD.
RESIL.
REV.
RFG.
RGE.
RGH.
R.H.
R.L.
RM.
R.
RPM
RUB.
S
S
S.B.
SCHD.
SECT.
S.D.
S.F.
SGFT. STRUCTURAL GLAZED
SHT.
SHTG.
SIM.
S.N.D. SANITARY NAPKIN
S.N.R. SANITARY NAPKIN
SPEC.
SPF.
SPL.
SQ.
S.S.M.R. STANDING SEAM METAL
S.S.
STD.
STGR.
STL.
STN.
STRUCT.
SUSP.
S.V.F.
SYM.
STA.
T
T.
T.B.
TEL.
TERR.
TEMP.
T.& G.
TH.
THK.
T.O. TOP OF
TR.
TYP.
U
U.C.
UG.
U.H.
U.L.
UNF.
U.O.N.
UR.
V
V
V.B.
V.C.T.
VERT.
VEST.
V.T.
V.T.R.
V.W.C.
W
W
W/
W.C.
WD.
WDW.
W.G.
W.I.
WK. PT.
WNSCT.
W/O
WP.
W.R.
WT.
W.W.F.
MISC
OF CUTTING PLANE
ARROW INDICATES DIRECTION
WALL SECTION
LETTER INDICATES
REFERENCE DRAWING NUMBER
ELEVATION
LETTER INDICATES
REFERENCE DRAWING NUMBER
DETAIL
LETTER INDICATES
REFERENCE DRAWING NUMBER
(DOOR TYPE AND DOOR NUMBER)
DOOR SYMBOL
BRICK
FINISH WOOD
WOOD FRAMING
EARTH/COMPACT FILL
POROUS FILL/GRAVEL
CONCRETE
CONCRETE BLOCK
ALUMINUM
STEEL/OTHER MATERIALS
WOOD BLOCKING
CONCRETE AND PAD
PLYWOOD
GLASS
BATT/LOOSE FILL INSULATION
SPRAY-APPLIED INSULATION
RIGID INSULATION
CERAMIC TILE
GYPSUM WALLBOARD
METAL LATH AND PLASTER
BRICK (ELEVATION)
CERAMIC TILE (ELEVATION)
CONCRETE/PLASTER (ELEVATION)
GLASS (ELEVATION)
SHEET METAL (ELEVATION)
B-B
A-XXX
BUILDING SECTION
LETTER INDICATES
REFERENCE DRAWING NUMBER
C
A-XXX
A
A-XXX
A
D1
A
B
A B
B R
E V
IA
T
IO
N
S A
N D
S Y
M B
O L
S
/0
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S O
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SHEET ID
®of Engineers
US Army Corps
U .S
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A N
S I
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IN
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IN
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F L
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IS
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M A
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M E
N T
BRICK
FINISH WOOD
WOOD FRAMING
EARTH/COMPACT FILL
POROUS FILL/GRAVEL
CONCRETE
CONCRETE BLOCK
ALUMINUM
STEEL/OTHER MATERIALS
WOOD BLOCKING
CONCRETE AND PAD
PLYWOOD
GLASS
BATT/LOOSE FILL INSULATION
SPRAY-APPLIED INSULATION
RIGID INSULATION
CERAMIC TILE
GYPSUM WALLBOARD
METAL LATH AND PLASTER
D .C
.R
T O ls e n
D .C
.R
T
O ls e n
A-001
ARCHITECTURAL ABBREVIATIONS AND GENERAL NOTES
ARCHITECTURAL MATERIAL SYMBOLS
PLAN VIEW
SECTION VIEW ELEVATION VIEW
STANDARDS.
AS WELL AS REGULATIONS, ORDINANCES, UTILITY PROVIDER REQUIREMENTS, AND SIMILAR
2021 NATIONAL FIRE PROTECTION - 101 (NFP-101)
2024 INTERNATIONAL RESIDENTIAL CODE (IRC)
1. CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH:
(USACE) PROJECT MANAGER (PM) REGARDING THE STATUS OF INSPECTION.
CONTRACTOR MUST REGULARLY UPDATE OWNER AND US ARMY CORPS OF ENGINEERS
2. CONTRACTOR MUST OBTAIN ALL REQUIRED INSPECTIONS AND PERMITS OF THE WORK.
3. CONTRACTOR MUST COORDINATE WORK WITH APPLICABLE UTILITY PROVIDERS.
COMPLIANCE WITH REFERENCED FIRE-RATED ASSEMBLY TESTS AND STANDARDS.
4. CONTRACTOR MUST BE FAMILIAR WITH REQUIREMENTS AND CONSTRUCTION MUST BE IN
SEQUENCES OF CONSTRUCTION.
1. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, AND
PERSONNEL AND AUTHORIZED VISITORS AT THE SITE.
2. CONTRACTOR MUST BE SOLELY RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION
RESOLUTION PRIOR TO PROCEEDING WITH WITH WORK RELATED TO THE DISCREPANCY.
CONDITIONS SHALL BE REPORTED TO THE OWNER AND OR USACE PROJECT MANAGER FOR
WORK. ANY KNOWN DISCREPANCIES BETWEEN THE DOCUMENTS AND THE ACTUAL
3. CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH CONDITION RELATED TO THE
CONTRACTOR MUST INSTALL NEW ITEMS.
CLEANING AND/OR REPAIR DOES NOT RETURN ITEMS TO ORIGINAL CONDITION
DAMAGE TO EXISTING ITEMS SOILED OR DAMAGED BY THE DEBRIS REMOVAL PROCESS. IF
ETC., PRIOR TO REMOVAL OF DEBRIS. CONTRACTOR MUST CLEAN AND REPAIR ANY
STAIRS AND ELEVATORS, REMOVAL OF WINDOWS, LOCATION OF CHUTES AND DUMPSTER,
RELATING TO REMOVAL OF TRASH, INCLUDING SUCH ISSUES AS PATH OF TRAVEL, USE OF
DEMOLITION DEBRIS. CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER FOR DETAILS
4. CONTRACTOR MUST REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION AND
MAINTAINING A SECURE CONSTRUCTION SITE AND BUILDING.
5. CONTRACTOR MUST BECOME FAMILIAR WITH AND COMPLY WITH OWNER'S PROCEDURES FOR
INSTALLATION. INSTALLATION MUST SIGNIFY ACCEPTANCE OF THE CONDITIONS.
PROCEED UNTIL THE UNSATISFACTORY CONDITIONS SHALL BE CORRECTED PRIOR TO
EXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION.
WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS
6. EACH INSTALLER MUST EXAMINE SUBSTRATE CONDITIONS AND/OR SITE CONDITIONS
7. CONTRACTOR MUST MAINTAIN RECORD DRAWINGS AT ALL TIMES.
SUBCONTRACTORS.
8. CONTRACTOR MUST BE RESPONSIBLE FOR ENSURING COORDINATION EFFORTS OF ALL
QUESTION.
BE REPORTED TO USACE FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN
9. CONTRACTOR MUST LAY OUT ALL WORK AS SOON AS POSSIBLE. ANY DISCREPANCIES MUST
GENERAL NOTES:
ADMINISTRATION OF THE WORK:
ARCHITECTURAL GENERAL NOTES:ARCHITECTURAL SYMBOLS
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
R
IM
D C
E A
U D
IT
H1ECXJBF
R
IM
D C
E A
U D
IT
H1ECXJBF
R
IM
D C
E A
U D
IT
H1ECXJBF
29'-0"
'-0
29'-0"29'-0"
2'-0" 14'-0" 6'-4" 3'-4" 3'-4"
'-0
2'- 0"
8'- 0"
2'- 0"
X-101
X-101
X-101
X-101
X-101
X-101
OVERHEAD
DOOR
HOUSING
OVERHEAD
DOOR
HOUSING
EXPANSION JOINT
29'-0"
5'-6" 6'-0" 6'-0" 6'-0" 5'-6"
'-0
6'- 0"
6'- 0"
1X4 PENDENT
LIGHT (TYP)
ROLL-UP DOOR
HOUSING (TYP)
CONCRETE
LINTEL
PRESSURE TREATED
PRE-ENGINEERED
WOOD FRAMING @ 2'-0
O.C.
8" SPLIT FACED CMU
BELOW
OVERHANG FRAMING
(TYP)
6" PREFINISHED
FASCIA (TYP)
31'-0"
'-3
STANDING SEAM
METAL ROOF
5/12 SLOPE
5/12 SLOPE
RIDGE VENT
6" PREFINISHED
METAL GUTTER
SCALE: 1/4''=1'-0''A1 FIRST FLOOR PLAN
SCALE: 1/4''=1'-0''H1 REFLECTED CEILING PLAN
SCALE: 1/4''=1'-0''A11 TRUSS FRAMING PLAN
SCALE: 1/4''=1'-0''H11 ROOF PLAN
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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US Army Corps of Engineers
U .S
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SHEET ID
of Engineers
US Army Corps
U .S
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D .C
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ROOF PLAN JOHNS BRANCH
C
LEGEND
SHEET KEY NOTES
ROOF SLAB REINFORCEMENT
SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR, WALL AND 3.
AND ELECTRICAL DRAWINGS.MECHANICAL SHOWN ON
MECHANICAL AND ELECTRICAL FIXTURES SHALL BE LOCATED WHERE 2.
EXTERIOR DIMENSIONS SHOWN ARE TO OUTSIDE OF CONCRETE1.
GENERAL NOTES
NORTH
4 5
SCALE 1/4" = 1'-0"
SLOPE: 1/4:12
SLOPE: 1/4:12
AND 2 LAYERS 2.4 INCH THICK POLYISO INSULATION. SEE DETAIL
FULLY ADHERED 90 MIL REINFORCED EPDM ROOF OVER COVER BOARD 12.
WALL MOUNTED VENTILATORS. SEE MECHANICAL11.
ENTRY ROOF CANOPY. SEE DETAIL10.
PUMP FRAME INSTALLED. SEE DOOR SCHEDULE
CLEAR OPENING 12 INCHES WIDER IN WIDTH AND LENGTH THAN THE
LOCATE FRAME OPENING CENTERED ON PUMP FRAME BELOW WITH A
ALUMINUM INSULATED ROOF HATCH WITH DOUBLE OUTSWING DOORS 9.
INTERMEDIATE HORIZONTAL RAIL AT 21 INCHES ABOVE ROOF SURFACE
INTERIOR PERIMETER OF ENTIRE ROOF. PROVIDE ANCHORAGE AND
42 INCH HIGH GUARDRAILS FOR BOTH OPEN ENDS OF HATCHES AND8.
2 PER OSHA AND ANSI STANDARDS AND CERTIFICATION
WORKERS WITH A LOAD OF 5000 LBS. EACH WITH A SFETY FACTOR OF
GALVANIZED STEEL ROOF ANCHOR CAPABLE OF SUPPORTING 2 ROOF 7.
30 INCH SQUARE ROOF WALKPADS6.
SEE EXTERIOR ELEVATIONS.
WALL MOUNTED EXTERIOR LED FIXTURES AT 8'-0" A.F.F. 5.
FIXED ROOF ACCESS LADDER. SEE DETAIL4.
SEE DETAIL & MECHANICAL DRAWINGS
PLUMBING VENT, (VTR). LOCATE MINIMUIM 12 INCHES FROM ROOF CURB3.
6 INCH SQUARE, .032 INCH THICK ANODIZED ALUMINUM DOWNSPOUT.2.
SLOPE 1/2:120 MINIMUM
6 INCH SQUARE, .032 THICK ANODIZED ALUMINUM GUTTER1.
D6
D6
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A-201b
D
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D
A201b
B
A201b
D
A304
A
A201b
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A303
11 11
22'
4'-6"
22'
12'-4"2'-8"7'
IN
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TOP OF CMU
TOP OF SLAB
E.L. 11'-4"
E.L. 0'-0"
STANDING SEAM
METAL ROOF
6" PREFINISHED
GUTTER
6" PREFINISHED METAL
WRAPPED FASCIA
SPLIT -FACED CMU
4" PREFINISHED
METAL TRIM
4" VINYL SIDING
ROLL-UP METAL
DOOR
CONCRETE
FOUNDATION
WALL
8'- 8"
TOP OF CMU
TOP OF SLAB
E.L. 11'-4"
E.L. 0'-0"
STANDING SEAM
METAL ROOF
6" PREFINISHED
GUTTER
6" PREFINISHED METAL
WRAPPED FASCIA
SPLIT -FACED CMU
ROLL-UP METAL
DOOR
CONCRETE
FOUNDATION
WALL
INSULATED
METAL
DOOR
9'- 0"
7'- 4"
TOP OF CMU
TOP OF SLAB
E.L. 11'-4"
E.L. 0'-0"
STANDING SEAM
METAL ROOF
6" PREFINISHED
GUTTER
6" PREFINISHED METAL
WRAPPED FASCIA
SPLIT -FACED CMU
4" PREFINISHED
METAL TRIM
4" VINYL SIDING
CONCRETE
FOUNDATION
WALL
TOP OF CMU
TOP OF SLAB
E.L. 11'-4"
E.L. 0'-0"
STANDING SEAM
METAL ROOF
6" PREFINISHED
GUTTER
6" PREFINISHED METAL
WRAPPED FASCIA
SPLIT -FACED CMU
CONCRETE
FOUNDATION
WALL
SCALE: 1/4''=1'-0''B1 FRONT ELEVATION
SCALE: 1/4''=1'-0''H1 LEFT SIDE ELEVATION
SCALE: 1/4''=1'-0''B11 BACK ELEVATION
SCALE: 1/4''=1'-0''H11 RIGHT SIDE ELEVATION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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TOP OF SLAB
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STANDING SEAM
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W/ REINFORCEMENT
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PREFINISHED METAL
SOFFIT
RIDGE VENT
3/4" WOOD
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W/ VINYL SIDING
ROLL-UP
COILING DOOR
SPLIT-FACED CMU
BOND BEAM
8" SPLIT-FACED CMU
BOND BEAM
1X6 PRESSER
TREADED TOP PLATE
SCALE: 1/4''=1'-0''A8 BUILDING SECTION
SCALE: 1/4''=1'-0''G8 LONGITUDINAL SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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A
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N O
C
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B Y
D R
A W
N B
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IS
S
U E
D A
T E
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
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
A N
S I
D
H U
N T
IN
G
T O
N D
IS
T
R
IC
T
T H
S T
R E
E T
H U
N T
IN
G
T O
N
W V
L O
W E
R M
U D
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IV
E R
M
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T O
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F L
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N A
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D .C
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T O ls e n
D .C
.R
T O ls e n
LEGEND
SHEET KEY NOTES
GENERAL NOTES
T. O. CONCRETE
ELEV. +17.33
FIN. FLOOR
ELEV. 0.00
B U
IL
D
IN
G
S E
C T
IO
N
S
N E
W M
A N
S P
U M
P S
T A
T
IO
N
A302
FIN. FLOOR
ELEV. - 12.89
B
BUILDING SECTION - NEWMAN'S BRANCH
SCALE 1/4" = 1'-0"
EXIT
RESTROOM
ROOF SLAB REINFORCEMENT
SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR, WALL AND 3.
AND ELECTRICAL DRAWINGS.MECHANICAL SHOWN ON
MECHANICAL EUIPMENT AND ELECTRICAL FIXTURES SHALL BE LOCATED WHERE 2.
REFER TO CIVIL DRAWINGS FOR EXTERIOR CONCRETE FLATWORK.1.
CONCRETE FOUNDATION WITH PIER FOOTINGS, SEE STRUCTURAL15.
INLET GATE, SEE MECHANICAL DRAWINGS14.
TRASH RACK, SEE MECHANICAL DRAWINGS13.
ELECTRIC GATE OPERATOR, SEE MECHANICAL DRAWINGS12.
SEE DETAIL.
3'-6' SQUARE ACCESS HATCH TO FIXED LADDER AND SUMP AREA.11.
PANEL SEPARATE PANELS 6 INCHES APART. SEE ELECTRICAL DRAWINGS.
FROM ADJACENT WALL. CONCRETE PAD TO EXTEND 4 INCHES IN FRONT OF
ELECTRICAL EQUIPMENT ON 6 INCH HIGH CONCRETE PADS, CABINET 6 INCHES 10.
8 INCH THICK CONCRETE WALL, SEE STRUCTURAL DRAWINGS9.
SUSPENDED LUMINAIRE SEE ELECTRICAL DRAWINGS8.
SLOPE 1/2:120 MINIMUM
6 INCH SQUARE, .032 THICK ANODIZED ALUMINUM GUTTER7.
AND 2 LAYERS 2.4 INCH THICK POLYISO INSULATION. SEE DETAIL
FULLY ADHERED 90 MIL REINFORCED EPDM ROOF OVER COVER BOARD 6.
INTERMEDIATE HORIZONTAL RAIL AT 21 INCHES ABOVE ROOF SURFACE
INTERIOR PERIMETER OF ENTIRE ROOF. PROVIDE ANCHORAGE AND
42 INCH HIGH GUARDRAILS FOR BOTH OPEN ENDS OF HATCHES AND5.
PUMP INLET SEE MECHANICAL DRAWINGS 4.
DISCHARGE PIPE SEE MECHANICAL DRAWINGS3.
PUMP MOTOR SEE MECHANICAL DRAWINGS2.
PUMP FRAME INSTALLED. SEE DOOR SCHEDULE
CLEAR OPENING 12 INCHES WIDER IN WIDTH AND LENGTH THAN THE
LOCATE FRAME OPENING CENTERED ON PUMP FRAME BELOW WITH A
ALUMINUM INSULATED ROOF HATCH WITH DOUBLE OUTSWING DOORS 1.
IN
TE
R
IM
D C
E A
U D
IT
H1ECXJBF
/0
/2
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
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
A N
S I
D
H U
N T
IN
G
T O
N D
IS
T
R
IC
T
T H
S T
R E
E T
H U
N T
IN
G
T O
N
W V
L O
W E
R M
U D
R
IV
E R
M
IL
T O
N W
V
F L
O O
D R
IS
K
M A
N A
G E
M E
N T
D .C
.R
D .C
.R
LEGEND
SHEET KEY NOTES
GENERAL NOTES
T. O. CONCRETE
E…
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