Clean Sol Package Drawings STRUCTURAL_AMDT 0003 Set 5 (SP).pdf
PDF 43 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This solicitation is for the Dexter Adult Fish Facility Upgrades project. The project will improve, replace, and add to major features of the Dexter Fish Facility to meet criteria from the National Marine Fisheries Service as outlined in their 2008 Biological Opinion on the U.S. Army Corps of Engineers' Willamette Valley Project. The period of performance is from March 2023 to November 2026 with an estimated construction magnitude between $25-100 million. The solicitation is unrestricted and open to all. The HUBZone 10% price evaluation preference will apply. The NAICS code is 237990 for other heavy and civil engineering construction with a small business size standard of $39.5 million. The issuing agency is the U.S. Army Corps of Engineers Engineering District Portland.
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4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
SCALE: NTS
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AWS THRUST BLOCK ISOMETRIC VIEW
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SCALE: 1/16" = 1'-0"
AWS THRUST BLOCK PLAN VIEW
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BORDER VERSION UPDATE [12-2015]
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SEE FRONT ISOMETRIC OF THRUST BLOCKS NEAR POND
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THRUST BLOCKS
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DRAWING PLOT SIZE: $BORDER$
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US Army Corps
BORDER VERSION UPDATE [12-2015]
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NOTES:
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
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THRUST BLOCK C
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK 9
SEE SP107.1 FOR REINFORCEMENT DETAILS
THRUST BLOCK E.3
THRUST BLOCK E.3
THRUST BLOCK 9
THRUST BLOCK 10
THRUST BLOCK 10
THRUST BLOCK D
THRUST BLOCK 8
THRUST BLOCK I
THRUST BLOCK I
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DRAWING PLOT SIZE: $BORDER$
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P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
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D
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NOTES:
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
SCALE: 3/32" = 1'-0"
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SCALE: NTS
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IL
S
P O
S T
-S O
R T
T H
R U
S T
B L
O C
K
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP106
:1
A D
V E
R T
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
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N
R
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F .1
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P .d g n
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D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
D A
T E
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
P O
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L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A
C
IC
A L E
S E
H E
N
IN
G E
R
U L
T F
IS
H
F A
C
IL
IT
Y
U P
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A D
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N
R
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E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP106
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H A
N S
O N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C A
R A
B B
A C
A N
P O
S T
-S O
R T
T H
R U
S T
B L
O C
K
THRUST BLOCK A
THRUST BLOCK H
THRUST BLOCK A
THRUST BLOCK E
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK 6
THRUST BLOCK D
THRUST BLOCK H
THRUST BLOCK A
THRUST BLOCK A
THRUST BLOCK 6
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK D
THRUST BLOCK A
THRUST BLOCK 6
THRUST BLOCK E
THRUST BLOCK 11
THRUST BLOCK 11
THRUST BLOCK 11
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
NOTES:
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
SCALE: 1/8" = 1'-0"
POST-SORT POOL PLAN (THRUST BLOCKS)
KEY PLAN
SCALE: NTS
POST-SORT THRUST BLOCK ISOMETRIC VIEW
SCALE: NTS
POST-SORT THRUST BLOCK ISOMETRIC VIEW
SCALE: NTS
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A N
S I
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
T Y
P
IC
A L
D E
T A
IL
S
A -E
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP501
:1
A D
V E
R T
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
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D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
P O
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L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP501
T Y
P
IC
A L
D E
T A
IL
S
A -E
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
STANDARD BLOCK
θ
1' -0
M
IN
Xb
'-0
M
IN
Xt
Y t h VARIES
Dp h
D p
E Q
E Q
O .C
#9 @12" O.C.
#6 HOOPS @12" O.C.
#9 @12" O.C.
#6 HOOPS @12" O.C.
#9 @12" O.C.
SCALE: NTS
TYPICAL THRUST BLOCK ISOMETRIC VIEW
SCALE: 1/2"=1'-0"
TYPICAL DETAIL FOR TYP BEND
PLAN
CL
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
B
SCALE: 1/2"=1'-0"
SECTION
B
C
SCALE: 1/2"=1'-0"
SECTION - REINFORCEMENT DETAIL
D
SCALE: 1/2"=1'-0"
SECTION - REINFORCEMENT DETAIL
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A R
C H
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
E .1
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP502
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP502
E .1
D E
T A
IL
S
A R
C H
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
THRUST BLOCK E.1
EXISTING ASPHALT POND
FISH LADDER
FACILITY WATER SUPPLY
THRUST BLOCK E.1
1'-1"
1'-1"
"4
2'-4
"4
2'-9
PIPE PER MECH
"4
1'-
8"
"4
1'-
THRUST BLOCK E.4
#6 HOOPS @12" O.C.
#9 @12" O.C.
O
.C
#9 @ 12" O.C.
8" 8"
THRUST BLOCK E.5
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
TYPICAL THRUST BLOCK E.1 ISOMETRIC VIEW
SCALE: NTS
THRUST BLOCK E.1 ISOMETRIC VIEW
THRUST BLOCK E.1 PLAN VIEW
SCALE: 1 1/2"=1'-0"
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
A
B
A
SCALE: 1 1/2"=1'-0"
SECTION
B
SCALE: 1 1/2"=1'-0"
SECTION
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A R
C H
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
E .2
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP503
:1
A D
V E
R T
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP503
E .2
D E
T A
IL
S
A R
C H
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
THRUST BLOCK E.2
THRUST BLOCK E.2
FISH LADDER
FACILITY WATER SUPPLY PIPE
1'-10"
1'-7"
"4
1'-4"
"4
2'-8"
PIPE PER MECH
8"8" 1'-4"
THRUST BLOCK E.6
PIPE PER MECH
#6 HOOPS @ 12" O.C.
O
.C
#9 @ 12" O.C.
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
TYPICAL THRUST BLOCK E.2 ISOMETRIC VIEW
SCALE: NTS
THRUST BLOCK E.2 ISOMETRIC VIEW
THRUST BLOCK E.2 PLAN VIEW
SCALE: 1 1/2"=1'-0"
CL
CL
CL
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
B
A
A
A
SCALE: 1 1/2"=1'-0"
SECTION
B
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A R
C H
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
E .3
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP504
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP504
E .3
D E
T A
IL
S
A R
C H
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
THRUST BLOCK E.3
THRUST BLOCK E.3
PRESORT POOL
"2
3'-7
"4
1'-2'-6""4
4'-5
8'-0"
"4
1'-
"8
2'-4
"4
7'-2
PIPE PER MECH
THRUST BLOCK D
2'-6"
#6 HOOPS @12" O.C.
"8
2'-4
#6 HOOPS @12" O.C.
#9 @12" O.C.
O
.C
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D
A T
E
SCALE: NTS
TYPICAL THRUST BLOCK E.3 ISOMETRIC VIEW
SCALE: NTS
THRUST BLOCK E.3 ISOMETRIC VIEW
THRUST BLOCK E.3 PLAN VIEW
SCALE: 3/4"=1'-0"
CLCL
CL
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
B
A
A
SCALE: 3/4"=1'-0"
SECTION
B
SCALE: 3/4"=1'-0"
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A R
C H
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP505
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP505
A R
C H
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
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S T
B L
O C
K S
THRUST BLOCK E.4
FISH LADDER
THRUST BLOCK E.1
PIPE PER MECH
THRUST BLOCK E.4
THRUST BLOCK E.4 PER DETAIL
THRUST BLOCK E.5
THRUST BLOCK E.5 PER DETAIL
E .4
E
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E .5
D E
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THRUST BLOCK E.5
"4
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"4
2'-9
"4
2'-9
"4
2'-9
"4
"4
1'- "4
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
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A
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C O
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N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
ISOMETRIC VIEW
SCALE: NTS
THRUST BLOCK E.4 & E.5 ISOMETRIC VIEW
THRUST BLOCK E.4 & E.5 PLAN VIEW
SCALE: 1 1/2"=1'-0"
CL
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
KEY PLAN
SCALE: NTS
EL. 657.75'
EL. 661.75'EL. 661.75'
EL. 657.25'
A
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E .4
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# 6 BAR @ 12" O.C.
# 6 HOOPS @ 12" O.C.
# 9 @ 12" O.C.
O
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#9 @ 12" O.C.
"4
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# 6 HOOPS @ 12" O.C.
@ 12" O.C.
90 DEG HOOK
# 5 BAR WITH
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DRAWING PLOT SIZE: $BORDER$
C
A
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C O
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N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
THRUST BLOCK E.4 ISOMETRIC VIEW
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
KEY PLAN
SCALE: NTS
CL
CL
CL
THRUST BLOCK E.4 PLAN
SCALE: 1 1/2"=1'-0"
B
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A
A
A
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SECTION
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SP505.2
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PIPE PER MECH
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E .5
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E .5
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THRUST BLOCK E.5
THRUST BLOCK E.5 THRUST BLOCK E.5
THRUST BLOCK E.5
"4
2'-9 "4
2'-4
"4
2'-4
"4
2'-9
"4
2'-9
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
O
.C
M
IN
#6 HOOPS @ 12" O.C.
#6 HOOPS @ 12" O.C.
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
O
.C
DRAWING PLOT SIZE: $BORDER$
D
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
THRUST BLOCK E.5 ISOMETRIC VIEWTHRUST BLOCK E.5 PLAN VIEW
SCALE: 1 1/2"=1'-0"
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
KEY PLAN
SCALE: NTS
A
D
B
C
A
SCALE: 1 1/2"=1'-0"
SECTION
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SCALE: 1 1/2"=1'-0"
SECTION
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SECTION
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CUSTOM BLOCK E.6
1'-4"
3'-6"
1'-4" PIPE PER MECHANICAL
PIPES PER MECH
"2
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#9 @ 12" O.C.
#9 @ 12" O.C.
#6 HOOPS @ 12" O.C. #9 @ 12" O.C.
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#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
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. #6 HOOPS @ 12" O.C.
#6 HOOPS @ 12" O.C.
132°
"4
DRAWING PLOT SIZE: $BORDER$
D
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
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R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
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SCALE: NTS
BLOCK E.6 ISOMETRIC VIEW
SCALE: 1/2"=1'-0"
BLOCK E.6 PLAN VIEW
NOTE: REBAR NOT SHOWN ON PLAN FOR CLARITY
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
D
D
A
B
C
D
SCALE: 1/2"=1'-0"
SECTION
A
SCALE: 1/2"=1'-0"
SECTION
C
SCALE: 1/2"=1'-0"
SECTION
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SCALE: 1/2"=1'-0"
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FACILITY WATER PIPE,
D
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#6 HOOPS @ 12" O.C.
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EQEQ
E Q
E Q
DRAWING PLOT SIZE: $BORDER$
D
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A
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S O
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
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A R
K D
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US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
STANDARD T TYPE BLOCK TABLE
SCALE: NTS
TYPICAL TEE BLOCK ISOMETRIC VIEW
NOTES:
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
SCALE: 1/2"=1'-0"
BLOCK FOR TYPE T- CONNECTION PLAN VIEW
CL
CL
CL
CL
CL
CL
CL
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A
B
D
D
C
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SCALE: 1/2"=1'-0"
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SCALE: 1/2"=1'-0"
SECTION
A
SCALE: 1/2"=1'-0"
SECTION
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A
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H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP508
B L
O C
K
D E
T A
IL
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A N
S I
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M A
T T
H E
W D
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A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
BLOCK 1
7'-10"
5'-1"
1'-0"
"2
4'-2
'-8
SEE MECHANICAL SHEETS
48" � PIPE,
3'-11" (START OF PIPE BEND)
O .C
#9 @ 12" O.C.
48" Ø PIPE+6"
#6 HOOPS @12" O.C.
O .C
#9 @ 12" O.C.
48" Ø PIPE+6"
#6 HOOPS @12" O.C.
#6 HOOPS @12" O.C.
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E :P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
BLOCK 1 ISOMETRIC VIEW
SCALE: 1/2"=1'-0"
BLOCK 1 PLAN VIEW
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
CL CL
NOTE: REBAR NOT SHOWN IN PLAN FOR CLARITY
A
B
C
A
SCALE: 1/2"=1'-0"
SECTION
B
SCALE: 1/2"=1'-0"
SECTION
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A N
S I
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP509
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
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A C
IC
A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP509
B L
O C
K
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
"32 59'-5
"32
9'-2
"32
10'-4
4 FT PIPE PER MECH
3 FT PIPE PER MECH
#9 @ 12" O.C.
O
.C
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 1/2"=1'-0"
BLOCK 2 PLAN VIEW
SCALE: NTS
BLOCK 2 ISOMETRIC VIEW
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
NOTE: REBAR NOT SHOWN IN PLAN FOR CLARITY
NOTE: ELEVATION OF PIPES WILL VARY
B
A
B
A
B
SCALE: 1/2"=1'-0"
SECTION
A
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
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S O
N
A N
S I
F
/1
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A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP510
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
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G O
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/1
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A C
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A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
S
P .d g n
SP510
B L
O C
K
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
BLOCK 3
"16
5'-6
"32
7'-4
"32
6'-8
"2
3'-7
"16
4'-6
"32
15'-1
7' -5
PIPES PER MECH
4 FT PIPE PER MECHANICAL
4 FT PIPE PER MECHANICAL
3 FT PIPE PER MECHANICAL
4 FT PIPE PER MECHANICAL
#9 @ 12" O.C.
O
.C
#9 @ 12" O.C.
HOOPS @ 12" O.C.
#6 ELLIPTICAL
#9 @ 12" O.C.
"16
2'-2
4' -4
"4
8'-9
O
.C
'-0
5°
#9 BAR @12" OC
#9 BAR @12" OC
#9 BAR @12" OC
#9 BAR @12" OC
#9 BAR @12" OC ON FACE
#6 HOOPS @ 12" OC
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 1/2"=1'-0"
BLOCK 3 SECTION D
SCALE: NTS
BLOCK 3 ISOMETRIC VIEW
CLCL
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
E
E
B
A
C
E
D
D
C
A
SCALE: 1/2"=1'-0"
SECTION
C
SCALE: 1/2"=1'-0"
SECTION
B
SCALE: 1/2"=1'-0"
SECTION
E
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
M A
T T
H E
W D
H
A N
S O
N
A N
S I
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP511
U L
T F
IS
H
F A
C
IL
IT
Y
U P
G R
A D
E W
N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S P
.d g n
D E
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
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V
IS
E D
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C O
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A N
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A C
IC
A
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H E
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R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F
.1
S P
.d g n
SP511
B L
O C
K
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
K
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
THRUST BLOCK 5
PIPES PER MECH
THRUST BLOCK 5
4'-7"
'-7
5'-6"
EXISTING LADDER
THRUST BLOCK 5
EXISTING DAM
6'-2"
142°
3°
° 8
123°
EXISTING LADDER
3 FT PIPE PER MECHANICAL
THRUST BLOCK 5
"4
4'-7
90°
VAULT 3
"4
'-3
3'-9"
1'-0" 6'-2"
FRONT FACE
D/S FACE
TOP FACE
SLOPED FACE
FRONT FACE
U/S VERTICAL FACE
FACE #9 @ 12" O.C. E.W.
U/S FRONT DIAGONAL
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
BLOCK 5 ISOMETRIC VIEW 3
SCALE: 3/4"=1'-0"
BLOCK 5 PLAN VIEW
INFO AND DETAIL AND VIEW LOCATIONS.
6.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
5.) SEE SHEET SP513.1 FOR REINFORCEMENT DETAILS
INCHES CLEAR OF ADJACENT FACE
BARS AROUND THE PERIMETER OF THE MAT ARE 3
4.) ALL MATS ARE LOCATED 3 INCHES CLEAR OF FACE,
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
NOTE: REBAR NOT SHOWN ON PLAN FOR CLARITY
BLOCK 5 ISOMETRIC VIEW 2
SCALE: NTS
PIPE AND THRUST BLOCK ARE DASHED AND SHOWN TRANSPARENT FOR CLARITY.
NOTE: ONLY BLOCK, PIPE AND EXISTING LADDER ARE SHOWN FOR CLARITY.
CL
NOTE: PIPE HIDDEN IN VIEW FOR CLARITY
EL. 639.75'
EL. 648.25'
NOTE: PIPE HIDDEN IN VIEW FOR CLARITY
BLOCK 5 ISOMETRIC VIEW
SCALE: NTS
A
B
A
SCALE: 1"=1'-0"
SECTION
B
SCALE: 1"=1'-0"
4'-7"
'-7
5'-6"
EXISTING LADDER
6'-2"
142°
3°
° 8
123°
EXISTING LADDER
3 FT PIPE PER MECHANICAL
THRUST BLOCK 5
"4
4'-7
90°
5'-6"
90°
3°
4'-7"
"4
4'-7
3 FT PIPE PER MECHANICAL
THRUST BLOCK 5
EXISTING LADDER
'-7
142°
"4
7'-7
#6 HOOPS @12" O.C.EMBED + ADHESIVE
WITH 4 FT
#9 @ 12" O.C.
IN
TO
D
A M S
LO
P E
2 ft M
IN
E
M B E D
INTO DAM SLOPE
2 ft MIN EMBED
EMBED + ADHESIVE
WITH 4 FT
#9 @ 12" O.C.
EMBED + ADHESIVE
WITH 4 FT
#9 @ 12" O.C.
EA WAY
#9 @ 12" O.C.
#9 @ 12" O.C.
2 ft M
IN
E
M B E D
2 ft MIN EMBED
#6 HOOPS @12" O.C.
EMBED + ADHESIVE
WITH 4 FT
#9 @ 12" O.C.
#9 @ 12" O.C.
#9 @ 12" O.C. E.W.
DIAGONAL FACE
#9 @ 12" O.C. E.W.
FRONT FACE
#9 @ 12" O.C. E.W.
DIAGONAL FACE
#9 @ 12" O.C. E.W.
FRONT FACE
#9 @ 12" O.C. E.W.
DIAGONAL FACE
U/S FRONT
#9 @ 12" O.C.
#6 HOOPS @ 12" O.C.
#9 BAR
WITH 2 FT EMBED
#9 ANCHORS @ 12" O.C.
D/S FACE
#9 BAR
M A
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H E
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A
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O R
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G
IN
E E
R S
P O
R T
L A
N D
O
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G O
N
P O
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L A
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D
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V
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I N
A C
C O
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A N
C E
W
IT
H A
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S I
F D
X F
.1
S
P
.1 .d g n
A C
IC
A
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K E
N N
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H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
R E
IN
F
O R
C E
M E
N T
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
U L
T F
IS
H
F A
C
IL
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Y
U P
G R
A D
E W
N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
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D E
C
2D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S I Z
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
D
A T
E
CL
NOTE: PIPE HIDDEN IN VIEW FOR CLARITY
EL. 639.75'
EL. 648.25'
EL. 639.75'
EL. 648.25'
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET INFO AND DETAIL AND VIEW LOCATIONS
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
C
C
D
D
A
B
A
B
SCALE: 1"=1'-0"
SECTION
D
SCALE: 1"=1'-0"
SECTION
A
SCALE: 1"=1'-0"
SECTION
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
.H
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
M A
T T
H E
W D
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/1
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A C
IC
A
L E
S E
K E
N N
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H M
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A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
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G
SP512
U L
T F
IS
H
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IS
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A N
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W
IT
H A
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IC
A
L E
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N
IN
G E
R
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F
IS
H F
A C
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SP512
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A R
A B
B A
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N
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REDUCER BLOCK
8'-0"
.4
2' -9
4'-6
"16
6'-4
.87°
8'-0"
2'-6"
"16
3'-11
"8
1'-4
E Q
E Q
#9 @ 12" O.C.
O
.C
#9 @ 12" O.C.
O
.C
#6 HOOPS @12" O.C.
#9 @ 12" O.C.
O
.C
#9 @ 12" O.C.
#6 HOOPS @12" O.C. #9 @ 12" O.C.
"16
11'-1
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
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A M
E
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Y
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D B
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E
C O
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C T
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
THRUST BLOCK 6 ISOMETRIC VIEW
SCALE: 1/2"=1'-0"
THRUST BLOCK 6 PLAN VIEW
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 FOR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
A
C
D
B
C
E
B
SCALE: 1/2"=1'-0"
SECTION
A
SCALE: 1/2"=1'-0"
SECTION
C
SCALE: 1/2"=1'-0"
SECTION
D
SCALE: 1/2"=1'-0"
SECTION
E
SCALE: 1/2"=1'-0"
SECTION
C
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
T T
H E
W D
H
A N
S O
N
A N
S I
F
/1
/2
A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K
D E
T A
IL
S
T H
R U
S T
B L
O C
K S
W A
T E
R S
U P
P L
Y P
IP
IN
G
SP513
:1
A D
V E
R T
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
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D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
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P .d
A
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P S
O F
E N
G
IN
E E
R S
P O
R T
L A
N D
O
R E
G O
N
P O
R T
L A
N D
D
IS
T R
IC
/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
R
U
L T
F
IS
H F
A C
IL
IT
Y U
P G
R A
D E
W N
R
X T
E R
D A
M A
N D
R E
S E
R V
O
IR
D X
F .1
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P .d g n
SP513
B L
O C
K
D E
T A
IL
S
A N
S I
F
M A
T T
H E
W D
H
A N
S O
N
:1
W A
T E
R S
U P
P L
Y P
IP
IN
G
A D
V E
R T
IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
BLOCK 2
6'-11"
11'-0"
1'-5" (START OF PIPE BEND)
2°
SEE MECHANICAL SHEETS
48"� PIPE,
COUNTERFORT
"2 13'-105'-10"
#6 HOOPS @12" O.C.
#6 HOOPS @12" O.C.
EXCEPT AS NOTED
#9 @12" O.C. E.W.
#6 HOOPS @12" O.C.
BLOCK 2
SEE MECHANICAL SHEETS
48"� PIPE,#9 HOOK
EXCEPT AS NOTED
#9 @12" O.C. E.W.
O .C
#9 @ 12" O.C.
M A
XBAR
#9 PERIMETER
#9 HOOK
#9 HOOK
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
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U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E :P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
NOTES:
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
SCALE: 1/2"=1'-0"
BLOCK 7 PLAN VIEW
SCALE: NTS
BLOCK 7 ISOMETRIC VIEWS
CLCL
CL
BLOCK 7 REINFORCEMENT DETAIL
SCALE: 1/2"=1'-0"
B
A
A
B
SCALE: 1/2"=1'-0"
SECTION
A
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
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L A
N D
O
R E
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N
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L A
N D
D
IS
T R
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W D
H
A N
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N
A N
S I
F
/1
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A C
IC
A
L E
S E
K E
N N
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H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
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K
D E
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A D
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N
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A C
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A
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N
IN
G E
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IL
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N
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SP514
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W D
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IN
G
A D
V E
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IS
E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
O C
K S
BLOCK 8
SEE MECHANICAL SHEETS
2'-6" � PIPE,
6' -3
1'-8"
2'-9"
6' -3
"2
11" (START OF PIPE BEND)
"2 14'-1
2'-6"
5'-6"
2'-6"
5'-6"
#6 HOOPS @12" O.C.
O .C
#9 @ 12" O.C.
48" Ø PIPE + 6"
#6 HOOPS @12" O.C.
#9 @ 12" O.C.
O .C
48" Ø PIPE + 6"
#6 HOOPS @12" O.C.
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
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A M
E
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N B
Y
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D B
Y
D E
S
IG
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P L
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E
C O
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R A
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N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: NTS
BLOCK 8 ISOMETRIC VIEW
SCALE: 1"=1'-0"
BLOCK 8 PLAN VIEW
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
CL CL
CL
CL
A
B
C
A
SCALE: 1"=1'-0"
SECTION
B
SCALE: 1/2"=1'-0"
SECTION
C
A
R M
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G
IN
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O
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L A
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D
IS
T R
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W D
H
A N
S O
N
A N
S I
F
/1
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A C
IC
A
L E
S E
K E
N N
E T
H M
C
A R
A B
B A
C A
N
H E
N
IN
G E
R
P E
B L
O C
K S
D
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A
IL
S T
H R
U S
T B
L O
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S
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IN
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SP515
:1
A D
V E
R T
U L
T F
IS
H
F A
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Y
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A D
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N
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A C
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A
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N
IN
G E
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F A
C
IL
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Y
U P
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A D
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D A
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R V
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D X
F .1
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P .d g n
SP515
B L
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K S
D
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A
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S A
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I F
M A
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W D
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U P
P L
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IN
G
A D
V E
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IS
E
K E
N N
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H M
C
A R
A B
B A
C A
N
T H
R U
S T
B L
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1 FT PIPE PER MECHANICAL
THRUST BLOCK 9
PIPES PER MECH
BLOCK 9
CONCRETE THRUST
THRUST BLOCK 9
60°
"x6"xAS REQ'D8
BASE PL
(TYP)
BETWEEN PIPE & SADDLE
"x6"xCONT TEFLON PAD4
" WEB PLATE (TYP)8
PL
"x3" EA SIDE OF8
PL
PLATE (TYP)
EA SIDE OF SADDLE
"x6" STIFFENERS8
PL
PLATE (TYP)
PAD BONDED TO BOTTOM
"x6"xPIPE DIA TEFLON4
" (TYP)2
BENT TO OD OF PIPE
"x6" SADDLE PLATE8
PIPE DIA. (VARIES)
AXIS
PERPENDICULAR TO PIPE
HOLES ORIENTED
GAUGE IN LONG-SLOTTED
"2
8-
"2
1 2"
D/2 (TYP) D/2 (TYP)
"4
CONCRETE FLOOR
TOP OF BEAM OR
V A
R
IE
S
M
IN
NOTE 4)
& SST STRAP (SEE
BETWEEN PIPE WALL
" THICK TEFLON4
"x6" STRAP8
SEE STRAP DETAILS
WASHERS (TYP)
WITH NUT AND
"4
"x6" STRAP8
THRUST BLOCK 10
2'-0"
3'-10"
20'-0"
THRUST BLOCK 10
PIPE STRAP PER DETAIL B
PIPE STRAP PER DETAIL B
PIPE STRAP PER DETAIL B
PER DETAIL B
PIPE STRAP
1'-4" 1'-0" 4'-6" 2'-0" 1'-4"
°4
THRUST BLOCK 10
PIPE STRAP PER DETAIL B
6'-4"6'-0"7'-2"
C
O N
C R
E T
E S
L A
B
6'-0"
6'-0"
"2
5'-5
LADDER BELOW. VERIFY IN FIELD
WIDTH OF BLOCK 9 TO MATCH WIDTH OF EXISTING BLOCK
EXISTING LADDER
"2
3'-6"
3' -6
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
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N N
O
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A M
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S C
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E
C O
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R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 1/2"=1'-0"
UNDER WATER DISCHARGE THRUST BLOCK PLAN
CL
CL
ELEVFRONT
3/16
3/16
TYP
(TYP)
(TYP) (TYP)
(T Y
P
CL
TYP
(TYP)
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
SEE FOR STRAP DETAILS
CL
KEY PLAN
SCALE: NTS
SEE SHEET SP515.1 FOR REINFORCEMENT
B
B
C
A
C
D
C
B
A
SCALE: 1"=1'-0"
SECTION - THRUST BLOCK 9
B
SCALE: 1/2"=1'-0"
SECTION
C
SCALE: 1/2"=1'-0"
SECTION
B
SCALE: 3/4"=1'-0"
SADDLE SUPPORT
C
SCALE: 3/4"=1'-0"
PIPE STRAP
D
DETAIL - BLOCK 10
A
R M
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P S
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G
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P O
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L A
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O
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D
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T R
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W D
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A C
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A
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S E
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N N
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H M
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A R
A B
B A
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N
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N
IN
G E
R
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B L
O C
K S
R
E
IN
F O
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T D
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A
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S T
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U S
T B
L O
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S
W A
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IP
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SP515.1
U L
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H
F A
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N
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D A
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SP515.1
B L
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R
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IN
F O
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A
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I F
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1 FT PIPE PER MECHANICAL
°4
20' - 2 1/4"
/4
O.C. EACH WAY
6" SLAB W/ #5 @ 12"
#9 @ 12" O.C.
#6 HOOP @ 12" O.C.
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#6 HOOP @ 12" O.C.
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#8 STD HOOK
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10" INTO EXISTING
EMBED #8 BAR
EXISTING LADDER
EXISTING LADDER
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#9 @ 12" O.C.
#6 HOOPS @ 12" O.C.
#6 HOOP @ 12" O.C.
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
HOOK @12" OC
#5 BAR WITH 90 DEG
HOOK @12" OC
#5 BAR WITH 90 DEG
HOOK @12" OC
#5 BAR WITH 90 DEG
HOOK @12" OC
#5 BAR WITH 90 DEG
#6 HOOPS @ 12" O.C.
#9 @ 12" O.C.
#9 @ 12" OC
M .D
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A
T
IO
N N
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F
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D W
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C K
D B
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D E
S
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D B
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IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
CL
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
KEY PLAN
SCALE: NTS
SCALE: 1/2"=1'-0"
DETAIL - FOUNDATION REINFORCEMENT PLAN
B
C
B
C
D
A
E
D
D
A
SCALE: 1"=1'-0"
SECTION - THRUST BLOCK 9
D
SCALE: 1"=1'-0"
SECTION - THRUST BLOCK 9
C
SCALE: 1"=1'-0"
SECTION
E
SCALE: 1"=1'-0"
SECTION - THRUST BLOCK 10
B
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
P O
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L A
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O
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G O
N
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D
IS
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S O
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A N
S I
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/2
A C
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A
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C
A R
A B
B A
C A
N
H E
N
IN
G E
R
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B L
O C
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W A
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U P
P L
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IN
G
SP516
U L
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IS
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Y
U P
G R
A D
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N
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W
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H A
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/1
/2
A C
IC
A
L E
S E
H E
N
IN
G E
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IS
H F
A C
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IT
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SP516
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W A
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N N
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C
A R
A B
B A
C A
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K S
B L
O C
K
D
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A
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S B
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D
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A
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S
BLOCK D
BLOCK 11
30" DIAMETER PIPE PER MECH
BLOCK D
BLOCK 11
2'-0""4
10'-8
2'-6" "4
6'-2
2'-0"
"4
10'-8
"4
3'-1
2'-0"
2'-0"
"4
7'-4
D E
C
M
.D .H
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
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F
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U M
B E
R
S I Z
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 1/2" = 1'-0"
THRUST BLOCK 11 PLAN
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
KEY PLAN
SCALE: NTS
SCALE: NTS
THRUST BLOCK 11 ISOMETRIC VIEW
EL. 652.08'
EL. 664.25'
EL. 652.08'
EL. 664.25'
A
B
B
SCALE: 1/2"=1'-0"
SECTION
A
BLOCK D
BLOCK 11
#9 @ 12" OC E.W. ON EACH FACE
#6 HOOPS @ 12" OC
E.W.
#9 @ 12" OC
#6 HOOPS @ 12" OC
#6 HOOPS @ 12" OC
#9 @ 12' OC
O
C
#9 @ 12" OC E.W.
BLOCK 11
M A
T T
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W D
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A N
S O
N
/1
/2
W A
T E
R S
U P
P L
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IP
IN
SP516.1
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N
P O
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D
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A C
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D A
M A
N D
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S E
R V
O
IR
D E
C
DRAWING PLOT SIZE: $BORDER$
D
C
A
B
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D B
Y
D A
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F
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U M
B E
R
S I Z
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S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E P
L O
T D
A T
E
C O
N T
R A
C T
N O
IDENTIFICATION
SHEET
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
BORDER VERSION UPDATE [12-2015]
$SHEETN$SHEET NAME:$USER$BY USERNAME:DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME
D
A T
E
SCALE: 1/2" = 1'-0"
THRUST BLOCK 11 REINFORCEMENT PLAN
5.) ALL BARS 3 INCHES CLEAR FROM ADJACENT FACES
INFO AND DETAIL AND VIEW LOCATIONS.
4.) SEE THRUST BLOCK INDEX SHEET SP101 FOR SHEET
3.) SEE S-001 FOR STRUCTURAL GENERAL NOTES
2.) SEE G-001 OR GENERAL NOTES AND ABBREVIATIONS
1.) NOT ALL FEATURES SHOWN FOR CLARITY
NOTES:
SCALE: NTS
THRUST BLOCK 11 ISOMETRIC VIEW
C
A
B
B
SCALE: 1/2"=1'-0"
SECTION
C
SCALE: 1/2"=1'-0"
SECTION
A
| DXF1.101_SP101.pdf |
| DXF1.101_SP102.pdf |
| DXF1.101_SP103.pdf |
| DXF1.101_SP104.pdf |
| DXF1.101_SP105.pdf |
| DXF1.101_SP106.pdf |
| DXF1.101_SP501.pdf |
| DXF1.101_SP502.pdf |
| DXF1.101_SP503.pdf |
| DXF1.101_SP504.pdf |
| DXF1.101_SP505.pdf |
| DXF1.101_SP505.1.pdf |
| DXF1.101_SP505.2.pdf |
| DXF1.101_SP506.pdf |
| DXF1.101_SP507.pdf |
| DXF1.101_SP508.pdf |
| DXF1.101_SP509.pdf |
| DXF1.101_SP510.pdf |
| DXF1.101_SP511.pdf |
| DXF1.101_SP511.1.pdf |
| DXF1.101_SP512.pdf |
| DXF1.101_SP513.pdf |
| DXF1.101_SP514.pdf |
| DXF1.101_SP515.pdf |
| DXF1.101_SP515.1.pdf |
| DXF1.101_SP516.pdf |
| DXF1.101_SP516.1.pdf |
File details come from the government source that posted it. Updated .