W912P519T1000_RTA_Drawings.pdf
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- W912P519T1000
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W912P519T1000 - Drawings
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| File | Type | Posted |
|---|---|---|
| W912P519T1000-0001.pdf | ||
| W912P519T1000_RTA_TSpecs_AMD-0001.pdf | ||
| Price_Schedule_20181204.pdf | ||
| W912P519T1000_RTA_TSpecs.pdf | ||
| W912P519T1000_21Dec2018.pdf |
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6'-9"3'-4 1/2 "3'-4 1/2 "6'-9"
" C TO C OF END PLATES16
127 SPACES @ 9" = 20'-3" ±
SECTION
C TRASHRACK
18'-8"
TYP. FOR TOP SECTIONS ONLY.
" STIFF. P ON TOP HORIZ. P 2
14" x " P8
117" x 1
SYM. ABT. C
TYP. TOP SECTION
" STIFF. P2
14" x
" C TO C OF END PLATES16
120'-3" ±
21'-8" O TO O OF GUIDE BRACKETS
BLACK STEEL PIPE TYP.
2" DOUBLE EXTRA STRONG
" P4 38" x
" P8 117" x 1
" P8 117" x 1
" P8 117" x 1
" P8 117" x 1
16" x 1" P
" P8 117" x 1
29" x 1" P
4" x 1" P
TYP.
" BAR2
13" x
O T
O O P
L A
T E
S
O T
O O P
L A
T E
S
2'-6"
" R2
" R2
" P4 38" x
4" x 1" P
C GUIDE
2'-6"
"8 510 "8
31'-7
16" x 1" P
" P8 117" x 1
" P8 117" x 1
" P8 117" x 1
" P8 117" x 1
" P8 117" x 1
" P4 316" x
4" x 1" P
" BAR2
13" x
16" x 1" P FOR LOWER SECTIONS
" x 1" P FOR TOP SECTIONS2
16" x 1" P FOR LOWER SECTIONS
" x 1" P FOR TOP SECTIONS2
16" x 1" P FOR LOWER SECTIONS
" x 1" P FOR TOP SECTIONS2
29" x 1" P
ONLY
TOP SECTIONS
" STIFF. P2
14" x
29" x 1" P
Q9-79/660C
SEE DETAIL A
Q9-79/660C
SEE DETAIL B
Q9-79/660C
SEE DETAIL D
Q9-79/660C
SEE DETAIL C
Q9-79/660C
SEE DETAIL E
D
2 3
C
4 5
A
B
®of Engineers
US Army Corps
Nashville District
X X
X /X /X
X X
X X
D A
T E
IDENTIFICATION
SHEET
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
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N A
S H
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IL
L E T
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D E
S
IG
N E
D B
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D W
N B
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B M
IT
T E
D B
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C K
D B
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A N
S I
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IL
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A M
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P L
O T D
A T
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D A
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S O
L
IC
IT
A T
IO
N N
O
C O
N T
R A
C T N
O
F
IL
E N
U M
B E
R
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e
F
IL
E S
/4
01 1 2FT
SCALE: ƒ''= 1'-0''
PLAN
ELEVATION
DOWNSTREAM VIEW
LOWER SECTIONS (NOTED) - 36 REQD.
TOP SECTION (SHOWN) - 12 REQD.
A
A B
B
SECTION B-B
C C
D D
L
LL L L
L
F L
O W
LL L
L
L
L
L
L
L
L
L
L
L
L
ELEVATION A-A
FLOW
"2 11 1"
L
L
L "2
"2
"2
L
L
L
L
L
L
L
L
L
FLOW
C U
M B
E R
L A
N D R
IV
E R B
A S
IN
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
B A
R K
L E
Y D
A M P
R O J E
C T
P O
W E
R H
O U
S E
P O
W E
R I
N T
A K
E
T R
A S
H R
A C
K S
P L
A N E
L E
V A
T
IO
N
A N
D S
E C
T
IO
N
M L
G
P L
O T S
C A
L E
TYP.
TYP.
TYP.
TYP.
BARS)
PLATES FOR VERTICAL
( NOTCH HORIZONTAL
" P4 316" x
L
L
L
L
G B
A N
D I
N
IK
A B
O U
Q9-79/660B
J C
T
B E
N J
A M
IN
L
R O
H R
B A
C H
Q9-79/660C
Q9-79/660C
RTA
O C
T O
B E
R
W P T
3. ALL WELDING SHALL CONFORM TO AWS D1.1-15.
2. ALL STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B.
STEEL CONFORMING TO ASTM A709 GRADE 36.
1. ALL PLATES, BARS, AND ROLLED SHAPES TO BE STRUCTURAL
GENERAL NOTES:
" BAR2
13" x
29" x 1" P
16" x 1" P
1" P
4" x 1" P
"2
" P4 38" x
"x 0'-7"2 1L 3"x 2"x
" P8
" P8
"4
" P4
1""2
"2
" BAR2
13" x
" P2 117" x 1
" P4 38" x
"2
"2
" P8
"x 0'-7"2 1L 3"x 2"x
29" x 1" P
" P8 117" x 1
1'-3"
" P4 316" x
TYP.
" BAR2
13" x
PIPE BRACING
" R8
5EDGE TO
ROUND TOP
LIFTING HOOK
SLOT FOR
(TOP SECTION ONLY)
" STIFFENER P2
14" x
SECTIONS
FOR LOWER
16" x 1" P
SECTIONS
FOR TOP
" x 1" P 2
1" R
SPRING PAD
C GUIDE
DETAIL F
" BAR2
13" x
29" x 1" P
4" x 1" P
"2
" P8
" P8
1" P
"2
"8
1"
"x 0'-7"2 1L 3"x 2"x
2"
4"
2"
C GUIDE
" P4 316" x
" R BOTH SIDES8
CHAMFER EDGES
STEEL PIPE
BLACK
STRONG
EXTRA
2" DOUBLE
SECTIONS
FOR LOWER
16" x 1" P
SECTIONS
FOR TOP
" x 1" P 2
ONLY
SECTIONS
TOP
STIFF. P
" 2 14" x
(TYP)
" R8
" P8 117" x 1
D
2 3
C
4 5
A
B
®of Engineers
US Army Corps
Nashville District
X X
X /X /X
X X
X X
D A
T E
IDENTIFICATION
SHEET
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N A
S H
V
IL
L E D
IS
T R
IC
T
N A
S H
V
IL
L E T
E N
N E
S S
E E
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
C K
D B
Y
P L
O T S
C A
L E
A N
S I
D
S
IZ
E
F
IL
E N
A M
E
P L
O T D
A T
E
D A
T E
S O
L
IC
IT
A T
IO
N N
O
C O
N T
R A
C T N
O
F
IL
E N
U M
B E
R
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e
F
IL
E S
06 4 2 6IN
SCALE: 3''= 1'-0''
M
G
C U
M B
E R
L A
N D R
IV
E R B
A S
IN
K E
N T
U C
K Y A
N D T
E N
N E
S S
E E
B A
R K
L E
Y D
A M P
R O J E
C T
P O
W E
R H
O U
S E
P O
W E
R I
N T
A K
E
T R
A S
H R
A C
K S
D E
T A
IL
S A
N D S
E C
T
IO
N S
03 2 1 3IN
SCALE: 6''= 1'-0''
F L
O W
S Y
M
A B
T C W
A T
E R P
A S
S A
G E
L
L
L
L
L
SECTION D-D
" = 1'-0"2
1SCALE: 1
10'-2"
L
L
L
"8
L
SCALE: 3" = 1'-0"
DETAIL F
GUIDE RAIL CLEARANCE
DETAIL E
" = 1'-0"2
1SCALE: 1
L
" PLATE8
1TYPICAL NOTCH IN 17" x 1
DETAIL C
L
"2
L
FLOW
" = 1'-0"2
1SCALE: 1
L
RAIL GUIDE
L
DETAIL A
LIFTING HOOK SLOT
L
F L
O W
" = 1'-0"2
1SCALE: 1
L
L
L
F L
O W
L
DETAIL B
" = 1'-0"2
1SCALE: 1
F L
O W
S Y
M
A B
T C W
A T
E R P
A S
S A
G E
L
L
L
L
L
10'-2"
L
L
SECTION C-C
" = 1'-0"2
1SCALE: 1
G B
A N
D I
N
IK
A B
O U
L
L
L
DETAIL D
" = 1'-0"2
1SCALE: 1
L
TYP.
Q9-79/660C
J C
T
B E
N J
A M
IN
L
R O
H R
B A
C H
RTA
W P T
O C
T O
B E
R
CJP
CJP
| Barkley_CVR |
| Q9-79^660B |
| Q9-79^660C |
| Barkley Trash rack - FIO.pdf |
| q9-79^661.4 |
| q9-79^662.3 |
| q9-79^663 |
| q9-79^693.1 |
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