Plans - Project Install_W912EF24Q0035.pdf
PDF 11 MB Posted
- Attached to
- Lower Granite Fish Ladder Turn Pool Gate Federal contract opportunity
- Solicitation number
- W912EF24Q0035
About this file
The provided document is the Plans - Project Install associated with the federal contract opportunity W912EF24Q0035, Lower Granite Fish Ladder Turn Pool Gate. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Walla Walla.
The Plans - Project Install document contains the technical specifications and drawings for the installation of a fish ladder turn pool gate at the Lower Granite Dam. The project requires the contractor to furnish all labor, equipment, and materials necessary for the complete installation of the new turn pool gate, including removing the existing gate. The work is to be performed in accordance with the provided plans and specifications. No set-aside or pricing terms are included in the document. The anticipated award date is not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912EF24Q0035 - LLA Fish Ladder Turn Pool Gate - Solicitation Amendment 0003 - Conformed .pdf | ||
| W912EF24Q0035 - LLA Fish Ladder Turn Pool Gate - Solicitation Amendment 0003.pdf | ||
| W912EF24Q0035 - Solicitation Amendment 0002 -CONFORMED.pdf | ||
| W912EF24Q0035 - Solicitation Amendment 0002.pdf | ||
| W912EF24Q0035 - LLA Fish Ladder Turn Pool Gate - Solicitation Amendment - CONFORMED.pdf | ||
| W912EF24Q0035 - LLA Fish Ladder Turn Pool Gate - Solicitation Amendment.pdf | ||
| W912EF24Q0035 - LLA Fish Ladder Turn Pool Gate - Solicitation.pdf |
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SECTION 1SECTION 2
SECTION 3
SECTION 4
SECTION 5
SECTION 6
SECTION 7
SECTION 8
SECTION 9
SECTION 10
SECTION 11
SECTION 12
SECTION 13
SECTION 14
SECTION 15
SECTIO
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NEW PORTION
SEE NOTE 1.
LENGTH HOISTS
(2) 1 TON X 10FT
ASSEMBLY
OUTER FRAME
SEE SHEET M-512.
PICKET GATE ASSEMBLY.
WLL OF 1000lbs EACH.
LENGTH SET AT 34". MIN
DOGGING CHAIN (TYP).
CHANNELS.
TO BE INSTALLED INTO THE GUIDE
ALLOWS PICKET GATE ASSEMBLY
UPSTREAM SIDE OF THE FRAME
REMOVABLE MEMBERS ON
SEE SHEET M-501
LADDER SIDES.
INTO THE FISH
FRAME CLIPS TIE
IN FISH LADDER BOTTOM
ANCHOR DETAILS
SHEET M-502 FOR
SEE MECHANICAL
1' 0" 2' 0" 4' 0"0
SEE M-519
AND ATTACHMENT
NEW GUARDRAIL
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OUTDOOR RATED CONSTRUCTION.
HOISTS ARE 1 TON. 10FT LIFT LENGTH. MAX VERTICAL CLEARANCE IS 30". 1.
GENERAL SHEET NOTES
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PERPENDICULAR TO THIS FACE
NEW GANTRY FRAME AND GATE IS
2X GATE ASSEMBLIES
NEW GANTRY FRAME AND
EXISTING FISH LADDER
NEW WALKWAY, SEE SHEET M-519 FOR DETAILS
3" 6" 1' 0"0
(SHOWN BY HATCHED SOLID)
FACE OF THE FISH LADDER WALL
PATTERN) LINED UP WITH THIS
BEAMS (SHOWN BY HATCHED
FRONT EDGE OF GANTRY FRAME
/8
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3/8"=1'-0"SCALE:
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DETAIL: FRAME ALIGNMENT
3"=1'-0"SCALE:
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M-518. SHOWN CLOSED
SEE SHEET M-511 THROUGH
WEST GATE ASSEMBLY.
M-518. SHOWN DOGGED OPEN
SEE SHEET M-511 THROUGH
EAST GATE ASSEMBLY.
AT MINIMUM FULLY OUTSIDE OF THE WATER.
HEIGHT AS DETERMINED BY OPERATIONS
4X DOGGING CHAIN ASSEMBLIES. SET
SEE SHEETS M-501 THROUGH M-510
GANTRY FRAME ASSEMBLY.
MINIMUM LIFT SPEED.
WITH INCLUDED PENDANT. 8FPS
2X 1 TON ELECTRIC CHAIN HOIST
ENVELOPE
FOR WORKING
SEE SHEET M-520
NEW JIB CRANE.
M
IN
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L
IF
T H
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M
IN
U S
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4' 0" 8' 0" 16' 0"0
TYP BOTH SIDES
GANTRY FRAME.
FISH LADDER WALLS AND
1" NOMINAL GAP BETWEEN
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ELEVATION VIEW: NEW GATE
3/4"=1'-0"SCALE:
C L
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M A
X
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ELEV. 675
WATER LEVEL
A12
DETAIL: BOTTOM OF GATE
3"=1'-0"SCALE: M-101
REF
ELEV. 667.5
ELEV. 679.0
A12
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3" 6" 1' 0"0 3" 6" 1' 0"0
3" 6" 1' 0"0 3" 6" 1' 0"0 3" 6" 1' 0"0
14161615
14161615
CUT INTO COVERS.
UP AND OUT OF KEYHOLE
COVER REMOVED BY SLIDING
BOLT CAN BE LOOSENED AND
USING THIS DETAIL. x4
ATTACH TO 5 3
FISH LADDER WALL
9 11 11 9
1"
PARTS LIST (SHEETS M-501 & M-502)
ITEM QTY. DESCRIPTION MATERIAL DETAIL SHEETS
1 1 BOLT TOGETHER GANTRY FRAME AISI 304/304L SS M503-M508
2 4 GANTRY FRAME WALL CLIP AISI 304/304L SS M502
3 1 SET OF GANTRY FRAME COVERS AISI 304/304L SS M509
4 1 SET OF GANTRY FRAME LINERS UHMW M510
5 1 SET OF COVER LINERS UHMW M509
6 48 .50-13 X 1.50 SS HCS ASTM F593A M501-M502
7 15 .50-13 X 1.00 SS LOW PROFILE SHCS ASTM F837 M501-M502
8 8 .50-13 X 8.00 SS THREADED ROD ASTM F593 M501-M502
9 60 .50-13 NYLOC HEX NUT ASTM F594 M501-M502
10 5 .50-13 THIN HEX NUT ASTM F594 M501-M502
11 68 .50 SAE FLAT WASHER 304 SS OR 316 SS M501-M502
13 8 .625 X 5.0 TITEN HD ANCHOR 304 SS OR 316 SS M501-M502
14 24 .625-11 X 2.00 SS HCS ASTM F593A M501-M502
15 24 .625-11 SS NYLOC HEX NUT ASTM F594 M501-M502
16 48 .625 SAE FLAT WASHER 304 SS OR 316 SS M501-M502
17 12 .75-10 X 12.00 SS THREADED ROD ASTM F593 M501-M502
18 12 .75 SAE FLAT WASHER 304 SS OR 316 SS M501-M502
19 12 .75-10 A194 HEAVY HEX NUT ASTM A194 8 OR 8M M501-M502
20 12 .75-10 THIN HEAVY HEX NUT 18-8 SS M501-M502
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
DETAIL: GANTRY FRAME ASSEMBLY
1/2"=1'-0"SCALE:
A7
ISOMETRIC: GANTRY FRAME ASSEMBLY
SCALE: NTS
A12
BOLTED CONNECTION
DETAIL: POST MID FLANGE
3"=1'-0"SCALE:
A17
OF COVER
ISOMETRIC DETAIL: BOTTOM
3"=1'-0"SCALE:
TOGETHER
AND THEN BOLTS
KEEPER AS SHOWN
SLIDES DOWN INTO
E12
SECTION: SIDE CLIP
3"=1'-0"SCALE:
E17
BOLTED CONNECTION
DETAIL: SIDE POST TOP
3"=1'-0"SCALE:
K17
SECTION: TOP OF COVERS
3"=1'-0"SCALE:
K13
DETAIL: TOP OF COVERS
3"=1'-0"SCALE:
K8
BOLTED CONNECTION
DETAIL: MID POST TOP
3"=1'-0"SCALE:
TYP
TYP
E17
K8
K13
A12
M-502
A9
A17
E12
K17
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
.R
T E
F R
A M
E A
S S
E M
B L
Y
D E
T A
IL
M-502
N B
A K
K E
B
M C
N
F -9
-3
/4
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0 1 1/2" 3" 6"0 3" 6" 1' 0"0
1 1/2" 3" 6"0 1 1/2" 3" 6"0
FISH LADDER BOTTOM CONCRETE
/4
/2
GANTRY FRAME
AFTER LEVELING ENTIRE
GROUT UNDER BASEPLATE
191820
STRONGTIE SET-3G OR EQUIVALENT.
EXPOXY EMBEDDED RODS USING SIMPSON
OR BELOW LINER IF NEEDED.
CUT/GRIND BOLT FLUSH
FINAL INSTALLATION.
USE BLUE LOCTITE FOR
BACK OF GANTRY SIDES.
HEX NUTS WELDED TO
FINAL INSTALLATION.
USE BLUE LOCTITE FOR
/2
4"
1/4 "
/4 T
Y P
R x
"PLATE-GANTRY FRAME SIDE CLIP
2x 3/4 " THRU ALL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
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N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SIDE CLIP CUTLIST (SHEET M-502)
ITEM NO. QTY DESCRIPTION MATERIAL WEIGHT (LBS) MATERIAL TYPE
21 4 PLATE - GANTRY FRAME SIDE CLIP AISI 304/304L SS 2.5822 1/4" PLATE
A1
SECTION: SIDE POST
1"=1'-0"SCALE:
A5
SECTION: MID POST
1"=1'-0"SCALE:
A9
DETAIL: BASE FLANGE CONCRETE CONNECTION
3"=1'-0"SCALE:
A16
DETAIL: MID POST LINERS CONNECTION
6"=1'-0"SCALE:
G16
DETAIL: SIDE POST LINERS CONNECTION
6"=1'-0"SCALE:
G9
DETAIL: PLATE - GANTRY FRAME SIDE CLIP
6"=1'-0"SCALE:
M-501
REF
TYP
M
IN
IM
U
M E
M B
E D
M E
N T
D E
P T
H
5"
4"
1"
0"
3 3/4"
1 1/4"
/1
/1
/4
/1
B E
N D
L
/8
D O
W N
/4
G16
A16
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E W
E L
D M
E N
T
D E
T A
IL
M-503
N B
A K
K E
B
M C
N
F -9
-3
/5
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
B2
SCALE: NTS
ISOMETRIC: GANTRY FRAME ASSEMBLED WELDMENTS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A
B
C
D
E
F
G
H
DI
RECTI
O N
O F
FL
O W
THIS FACE OF ALL
BEAMS IS LABELED
"FRONT"
GANTRY FRAME CUTLIST (SHEET M-503 - M-508)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE CUT LENGTH WEIGHT (LBS)
22 12 ANGLE - POST MID FLANGE AISI 304/304L SS 2" X 3" X 1/4" ANGLE 5 1/2" 1.4
23 1 BEAM - A AISI 304/304L SS W6 X 15 BEAM 100 3/4" 126.6
24 1 BEAM - B AISI 304/304L SS W6 X 15 BEAM 138 1/2" 155.4
25 1 BEAM - C AISI 304/304L SS W6 X 15 BEAM 100 3/4" 126.9
26 1 BEAM - D AISI 304/304L SS W6 X 15 BEAM 138 1/2" 130.6
27 1 BEAM - E AISI 304/304L SS W6 X 15 BEAM 100 3/4" 126.6
28 1 BEAM - F AISI 304/304L SS W6 X 15 BEAM 138 1/2" 155.4
29 1 BEAM - G AISI 304/304L SS W6 X 15 BEAM 71" 90.4
30 1 BEAM - H AISI 304/304L SS W6 X 15 BEAM 71" 90.4
31 8 PIPE - SIDE CLIP SPACER AISI 304/304L SS .75 SCHD 80 PIPE 5 1/2" 0.7
32 2 PLATE - HOIST POINT AISI 304/304L SS 1/2" PLATE 8.7
33 2 PLATE - SIDE POST BOTTOM FLANGE AISI 304/304L SS 1/2" PLATE 11.4
34 2 PLATE - SIDE POST TOP FLANGE AISI 304/304L SS 1/2" PLATE 6.8
35 20 PLATE - BEAM GUSSET AISI 304/304L SS 1/4" PLATE 1.1
36 2 PLATE - SIDE POST BOTTOM GUSSET AISI 304/304L SS 1/4" PLATE 0.5
37 4 PLATE - DOGGING CHAIN POINT AISI 304/304L SS 1/4" PLATE 4.3
38 3 PLATE - COVER KEEPER SPACER AISI 304/304L SS 5/16" PLATE 1.6
39 1 PLATE BEAM - B COVER KEEPER AISI 304/304L SS 1/4" PLATE 1.4
40 1 PLATE - BEAM C BOTTOM FLANGE AISI 304/304L SS 1/2" PLATE 25.7
41 1 PLATE - BEAM C GUSSET STIFFENER AISI 304/304L SS 1/4" PLATE 10.0
42 1 PLATE - BEAM D COVER KEEPER AISI 304/304L SS 1/4" PLATE 2.8
43 1 PLATE - BEAM C GUSSET AISI 304/304L SS 1/4" PLATE 12.3
44 2 PLATE - BEAM D TOP FLANGE AISI 304/304L SS 1/2" PLATE 9.6
45 1 PLATE - BEAM F COVER KEEPER AISI 304/304L SS 1/4" PLATE 1.4
46 14 .50-13 SS HEAVY HEX NUT
ASTM A194
GRADE 8
SHEET M-503 FOR CUTLIST TABLE AND OVERALL VIEW.
TO CARRY THE SECTIONS ONSITE BY HAND AND ASSEMBLE IN PLACE. SEE
SECTIONS ARE BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL
SECTIONS OF THE GANTRY FRAME FROM THROUGH . THESE
SHEETS M-503 THRU M-508 LABELS THE DIFFERENT BOLT TOGETHER 1.
GENERAL NOTES
A H
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E B
E A
M
D E
T A
IL
M-504
N B
A K
K E
B
M C
N
F -9
-3
/6
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
A1
SCALE: 1 1/2"=1'-0"
A WELDMENT ( E IS THE SAME EXCEPT MIRRORED)
22 22
PLACE (IN 3 PLACES)
IS TACK WELDED IN
DRILLED HOLES AND
LINES UP WITH31
IN THREE PLACES MINIMUM.
TO CORRESPONDING HOLES. WELD
CONCENTRIC AND PERPENDICULAR
ALL HEX NUTS ARE WELDED46
6" 1' 0" 2' 0"0
/4
3 1/8 "
6" 1' 0" 2' 0"0 3" 6" 1' 0"0
1 1/2 "
BOTH FLANGES
2x Ø 5/8" THRU
3"
3"
2x Ø 5/8" THRU ALL
/4
1/4 "
6"
3" 6" 1' 0"0
2x Ø 1 1/4" THRU
4x Ø 7/8" THRU ALL
1/4 " TYPR
/2
1/2 "
3" 6" 1' 0"0
3" 6" 1' 0"0
1 1/2" 3" 6"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SHEET M-503 FOR CUTLIST TABLE AND OVERALL VIEW.
TO CARRY THE SECTIONS ONSITE BY HAND AND ASSEMBLE IN PLACE. SEE
SECTIONS ARE BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL
SECTIONS OF THE GANTRY FRAME FROM THROUGH . THESE
SHEETS M-503 THRU M-508 LABELS THE DIFFERENT BOLT TOGETHER 1.
GENERAL NOTES
A H
FOR FITUP AND WELDING
MATCH TO MATING BEAM
VISUAL ONLY
CJP NO UT REQUIRED
BACK LEFT FRONT RIGHT
0"
5"
A11
DETAIL: A BEAM
1 1/2"=1'-0"SCALE:
A16
SECTION: A WELDMENT BOTTOM PLATE
3"=1'-0"SCALE:
3/16
0"
3"
4 1/2"
0"
54 1/8"
90 7/8"
93 3/8"
100 3/4"
RIGHT BACK
TOP
E16
SECTION: A WELDMENT TOP PLATE
3"=1'-0"SCALE:
3/16
3/16
(3/16) SIDED
BOTH
ANGLES
TYP BOTH
THREE SIDES,
ANGLES
TYP BOTH
THREE SIDES,
TOP SIDE
J16
DETAIL: SIDE POST BOTTOM FLANGE
3"=1'-0"SCALE:
0"
6" " 4
/4
/2
/2
1"
1 1/2"
6 1/2" 7"
8"
M1
DETAIL: SIDE POST BOTTOM GUSSET
6"=1'-0"SCALE:
/4
0" 1/4"
4 1/2"
/4
M7
DETAIL: BEAM BOTTOM NOTCH
3"=1'-0"SCALE:
A16
M7
E16
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E B
E A
M
D E
T A
IL
M-505
N B
A K
K E
B
M C
N
F -9
-3
/7
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
A1
SCALE: 1"=1'-0"
B WELDMENT ( F IS SAME EXCEPT MIRRORED)
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
WELD IN THREE PLACE MIN.
CORRESPONDING HOLES.
AND PERPENDICULAR TO
BE WELDED CONCENTRIC
ALL HEX NUTS SHOULD
3" 6" 1' 0"0
1/2 "
/2
1/2 "
/2
3" 6" 1' 0"0
DETAIL E16 ON M-504
SAME WELD DETAIL AS
1 1/2 "
3"
1 11/16 "
2 11/16 "
BOTH FLANGES
2x Ø 5/8" THRU
1/4"xØ 9/16"
THIS AREA EASILY.
ANGLES CAN SLIDE IN AND OUT OF
IF NEEDED TO ENSURE KEEPER
ADD MORE SPACERS UNDER PLATE
TO . WELD IN ASSEMBLED CONDITION.
TO TOP OF FLANGE CUTOUT TO ALIGN
USE ASSEMBLED KEEPER ANGLE BOLTED
/8
0"
3"
Ø 5/8" THRU ALL
R 1/4" TYP
/1
/1
/1
/8
/1
0"
2"
3 1/2"
3 5/8"
4 1/2"
3" 6" 1' 0"0 3" 6" 1' 0"0
1' 0" 2' 0" 4' 0"0
6" 1' 0" 2' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A9
DETAIL: B BEAM
1"=1'-0"SCALE:
3/16
3/16 GUSSETS
TYP BOTH
BACK LEFT FRONT RIGHT
L1
B WELDMENT TOP PLATE
3"=1'-0"SCALE:
L5
B WELDMENT BOTTOM PLATE
3"=1'-0"SCALE:
0"
4 1/2"
12"
FLANGE CUT
55 5/8"
106 3/4"
110"
FLANGE CUT
111 1/4"
138 1/2"
0"0"
18 1/8"
20 5/8"
UP TO WEB
CUT FLANGE
A16
DETAIL: B BEAM COVER KEEPER
3/4"=1'-0"SCALE:
L9
PLATE - SIDE POST TOP FLANGE
3"=1'-0"SCALE:
L13
PLATE-COVER KEEPER SPACER
1 1/2"=1'-0"SCALE:
F16
PLATE BEAM - B COVER KEEPER
1 1/2"=1'-0"SCALE:
SHEET M-503 FOR CUTLIST TABLE AND OVERALL VIEW.
TO CARRY THE SECTIONS ONSITE BY HAND AND ASSEMBLE IN PLACE. SEE
SECTIONS ARE BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL
SECTIONS OF THE GANTRY FRAME FROM THROUGH . THESE
SHEETS M-503 THRU M-508 LABELS THE DIFFERENT BOLT TOGETHER 1.
GENERAL NOTES
A H
3/16
3/16
OF SPACER
BOTH SIDES
BEAM F COVER KEEPER
SAME EXCEPT BEND DOWN
R
3/16
L5
A16
L1 O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E B
E A
M
D E
T A
IL
M-506
N B
A K
K E
B
M C
N
F -9
-3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
/8
/8
2"
/4
/4
FLUSH SURFACE
1" TYPR
1/4 " TYPR
4x Ø 1 1/4" THRU
4x Ø 7/8" THRU ALL
3"
/4
" 1
/8
4x Ø 5/8" THRU ALL
ON EDGE OF
IS CENTERED
2x Ø 5/8" THRU ALL
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0 3" 6" 1' 0"0 3" 6" 1' 0"0
3" 6" 1' 0"0
3" 6" 1' 0"0
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
3/16
A1
C WELDMENT BOTTOM FLANGE
3"=1'-0"SCALE:
A8
C WELDMENT TOP FLANGE
3"=1'-0"SCALE:
A17
PLATE - BEAM 3 GUSSET
1 1/2"=1'-0"SCALE:
A13
STIFFENER
PLATE - BEAM 3 GUSSET
1 1/2"=1'-0"SCALE:
G1
C WELDMENT
1"=1'-0"SCALE:
G9
DETAIL: C BEAM
1"=1'-0"SCALE:
E15
PLATE - BEAM 3 BOTTOM FLANGE
3"=1'-0"SCALE:
L15
ANGLE - MID POST MID FLANGE
3"=1'-0"SCALE:
LEFT
TOP
3/16
3/16
BOTH SIDES
EDGES
ALL ANGLE
0"
27 7/8"
30"
4"
0"
10"
9"
7 1/4"
2 3/4"
1"
0"
" 1
/2
/2
/2
TOP SIDE
/4
/1
/1
/4
/2
3/16
3/16
(3/16)
BACK BACK LEFTLEFT FRONT FRONT RIGHTRIGHT
0"
3" 4 1/2"
54 1/8"
100 3/4"
CUTLIST TABLE AND OVERALL VIEW.
SECTIONS ON-SITE BY HAND AND ASSEMBLE IN PLACE. SEE SHEET M-503 FOR
BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL TO CARRY THE
OF THE GANTRY FRAME FROM A THROUGH H . THESE SECTIONS ARE
SHEETS M-503 - M-508 LABELS THE DIFFERENT BOLT TOGETHER SECTIONS 1.
GENERAL NOTES
A1
A8
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E B
E A
M
D E
T A
IL
M-507
N B
A K
K E
B
M C
N
F -9
-3
/9
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
8x Ø 3/4" THRU
2x Ø 1 7/8" THRU ALL
AREA EASILY.
IN AND OUT OF THIS
ANGLES CAN SLIDE
TO ENSURE KEEPER
UNDER PLATE IF NEEDED
ADD MORE SPACERS
WELD IN ASSEMBLED CONDITION.
CUTOUT TO ALIGN TO .
BOLTED TO TOP OF FLANGE
USE ASSEMBLED KEEPER ANGLE
42 38
/8
1 1/2" 3" 6"0 6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
1 1/2" 3" 6"0 1 1/2" 3" 6"0 1 1/2" 3" 6"0
DURING WELDING.
PART DURING SETUP AND
ALL ALIGN WITH MATING
ON THESE TWO FLANGES
ENSURE THAT THE HOLES
AS DETAIL L5 ON M-505.
BOTTOM FLANGE SAME
/2
2" 2"
/2
1/4 " THRUR
1/4 " TYPR
2x Ø 9/16" 1/4"
3x Ø 5/8" THRU ALL
1/2 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FOR CUTLIST TABLE AND OVERALL VIEW.
THE SECTIONS ON-SITE BY HAND AND ASSEMBLE IN PLACE. SEE SHEET M-503
ARE BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL TO CARRY
SECTIONS OF THE GANTRY FRAME FROM A THROUGH H . THESE SECTIONS
SHEETS M-503 THRU M-508 LABELS THE DIFFERENT BOLT TOGETHER 1.
GENERAL NOTES
A1
DETAIL: D WELDMENT TOP FLANGE
6"=1'-0"SCALE:
A8
PLATE - BEAM 4 TOP FLANGE
6"=1'-0"SCALE:
A14
PLATE - BEAM 4 COVER KEEPER
6"=1'-0"SCALE:
F1
D WELDMENT
1"=1'-0"SCALE:
F8
DETAIL: D BEAM
1"=1'-0"SCALE:
F14
DETAIL: D BEAM-COVER KEEPER
6"=1'-0"SCALE:
BACK LEFT FRONT RIGHTLEFTBACK FRONT RIGHT
BOTH GUSSETS
AROUND HEX NUT
TACK IN 3 PLACES
3/16
3/16
3/16
3/16
3/16
3/16
VERTICAL SEAM
BOTH SIDE
OF SPACER
BOTH SIDES
T O
B O
T T
O M
O F
S P
A C
E R
110"
BOTH SIDES
GUSSET ON
" 6
0"
1 3/4"
5 1/4"
7"
0"
2"
3 1/2"
3 5/8"
4 1/2"
0"0"
4 1/2"
12"
55 5/8"
106 3/4"
110"
111 1/4"
138 1/2"
/1
/8
/8
THIS AREA
FLANGE IN
TRIM BEAM
/8
B E
N D
L
IN
E
/1
B E
N D
L
IN
E
/1
U P
R
/8
U P
R
/8
F14
A1
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
F R
A M
E
D E
T A
IL
S
M-508
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
0"
2"
3"
5"
5 1/4"
/8
8 13/16"
/8
10 3/4"
1 3/4 "
6"
4 3/4"
/1
/1 "0
0"
1 1/4"
6"
4 3/4"
4x Ø 3/4" THRU BOTH FLANGES
1 1/4"
0"
/1
/1
/1
/1
/1
/1
G1
SCALE: 3"=1'-0"
F WELDMENT DETAIL: ( G IS SAME EXCEPT MIRRORED)
1 1/2" 3" 6"0 1 1/2" 3" 6"0 1 1/2" 3" 6"0
3" 6" 1' 0"0
3" 6" 1' 0"0
3" 6" 1' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
DOGGING CHAIN POINT)
PLATE - HOIST POINT (SAME AS PLATE -
6"=1'-0"SCALE:
A7
SECTION: BEAM END DETAIL
6"=1'-0"SCALE:
A14
PLATE - TOP BEAM MID FLANGE
6"=1'-0"SCALE:
3/16
3/16
3/16
3/16
E15
HOIST BRACKET AND GUSSET
3"=1'-0"SCALE:
J15
DOGGING CHAIN BRACKET AND GUSSET
3"=1'-0"SCALE:
3/16
3/16 3/16
3/16
TYP GUSSET
WELD DETAIL
TOP
3/16
3/16
FOR CUTLIST TABLE AND OVERALL VIEW.
THE SECTIONS ON-SITE BY HAND AND ASSEMBLE IN PLACE. SEE SHEET M-503
ARE BOLTED TOGETHER TO ALLOW CONSTRUCTION PERSONNEL TO CARRY
SECTIONS OF THE GANTRY FRAME FROM A THROUGH H . THESE SECTIONS
SHEETS M-503 THRU M-508 LABELS THE DIFFERENT BOLT TOGETHER 1.
GENERAL NOTES
E15
J15
A14
A7
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
G L
E C
O V
E R
L
IN
E
R S
A N
D A
S S
E M
B L
Y
D E
T A
IL
S
M-509
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
/8
/4
1/8 "
93 7/8 "
95 5/8 "
63 7/8 "
33 7/8 "
3 7/8 "
0"
3/8"x v
4X 1 1/8 THRU ALL
2 7/8 "
/8
0"
1"
Ø 5/8" THRU
0"
6"
36"
66"
96"
102"
0"
6"
Ø 5/8" THRU
1"
0"
36"
4X Ø 9/16" THRU ALL
66"
11 1/2
96"
102"
3"
/4
9/16 "
1"
/2
/4
1 5/16 "
ANGLE - COVER 1
ANGLE - COVER 1ANGLE - COVER 2
ANGLE - COVER 2
0 1/2" 1" 2"0
1' 0" 2' 0" 4' 0"0 A17
SCALE:1 1/2"=1'-0"
(FASTENERS NOT SHOWN)
COVER ASSEMBLY
6" 1' 0" 2' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
GANTRY FRAME COVERS CUT LIST (M-509)
ITEM QTY. DESCRIPTION MATERIAL WEIGHT (LBS) MATERIAL TYPE
47 2 ANGLE - COVER 1 AISI 304/304L SS 42.0346 3" X 3" X 1/4" ANGLE
48 2 ANGLE - COVER 2 AISI 304/304L SS 42.0346 3" X 3" X 1/4" ANGLE
49 4 COVER LINER UHMW 3" X 1" FLAT STOCK
SIDE FRONT
TOP
48 SHOWN. 47
SAME ASSEMBLY
EXCEPT MIRRORED
A13
COVER LINERS
1 1/2"=1'-0"SCALE:
TOP
A9
ANGLE COVER 1
1 1/2"=1'-0"SCALE:
SIDEFRONT
TOP
FRONTSIDE
A6
ANGLE COVER 2
1 1/2"=1'-0"SCALE:
TOP
A1
GANTRY FRAME ASSEMBLY
1/2"=1'-0"SCALE:
FRONT
K1
DETAIL: ANGLE COVER KEYHOLE
1"=1" FULL SIZESCALE:
K1
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
N T
R Y
L
IN
E R
D E
T A
IL
S
M-510
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
5 1/2 "
4 7/8 "
/1
/8
/8
Ø 9/16 "
Ø 1"
5/16 X 45° CHAMFER TYP
5/16 X 45° CHAMFER TYP
5/16 X 45° CHAMFER TYP
/8
9/16 " 4 5/16 "
4 7/8 "
5 1/2"
4 5/16 "
4 7/8 "
/8
/8
0"
3"
5"
54 1/8"
105 1/4"
112 3/4"
156 3/8"
210 1/2"
207 1/2"
2 3/4 "
GANTRY LINER 1GANTRY LINER 1
GANTRY LINER 2GANTRY LINER 2
1 1/2" 3" 6"0 1 1/2" 3" 6"0 6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
1 1/2" 3" 6"0
1 1/2" 3" 6"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A16
GANTRY LINER 1
1"=1'-0"SCALE:
A7
GANTRY LINER 2
1"=1'-0"SCALE:
F11
GANTRY LINER 2 MID SECTION
6"=1'-0"SCALE:
A11
GANTRY LINER 2 BOTTOM SECTION
6"=1'-0"SCALE:
K11
GANTRY LINER 2 TOP SECTION
6"=1'-0"SCALE:
A1
GANTRY FRAME ASSEMBLY
6"=1'-0"SCALE:
GANTRY LINER CUT LIST (M-510)
ITEM QTY. DESCRIPTION MATERIAL WEIGHT (LBS) MATERIAL TYPE
50 2 GANTRY LINER 1 UHMW 32.4689 3" X 5" FLAT STOCK
51 2 GANTRY LINER 2 UHMW 32.4689 3" X 5.5" FLAT STOCK
A11
F11
K11
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
S T
G A
T E
D E
T A
IL
S
M-511
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
52 54
1 1/2" 3" 6"0 6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
1 1/2" 3" 6"0
55 52
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
WEST GATE PARTS LIST (M-511)
ITEM QTY. DESCRIPTION MATERIAL
52 1 GATE FRAME BOLTED ASSEMBLY AISI 304/304L SS
53 6 FULL LENGTH PIN AISI 304/304L SS
54 1 GATE PICKETS AND SPACERS EHMW
55 1 GATE LINER UHMW
56 2 .50-13 X 5.25 HCS ASTM F593
57 9 .50-13 X 4.25 HCS ASTM F593
58 6 .50-13 X 5.5 FHCS ASTM F879
59 28 .50 SAE FLAT WASHER 304 SS OR 316 SS
60 17 .50-13 NYLOC HEX NUT ASTM F594
61 6 .156 X 2.00 COTTER PIN 304 SS OR 316 SS
A1
FRONT VIEW: WEST GATE
1 1/2"=1'-0"SCALE:
L1
TOP VIEW: WEST GATE
1 1/2"=1'-0"SCALE:
A16
DETAIL: GATE LEAD COTTER PIN
6"=1'-0"SCALE:
A9
ISOMETRIC VIEW: WEST GATE
SCALE: NTS
K15
SECTION VIEW: LINER FHCS BOLTED SECTION
6"=1'-0"SCALE:
A16
K15
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
S T
G A
T E
D E
T A
IL
S
M-512
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
SECTION VIEW: FINGER TRAP PLATE CONNECTION
SCALE: 1"=1" FULL SIZE
J8
/4
AS SHOWN IN DETAIL J8
4X BOLTED CONNECTION
0 1/2" 1" 2"0
0 1/2" 1" 2"0
6" 1' 0" 2' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
EAST GATE PARTS LIST (M-512)
ITEM QTY. DESCRIPTION MATERIAL
62 1 GATE FRAME BOLTED ASSEMBLY AISI 304/304L SS
63 5 FULL LENGTH PIN AISI 304/304L SS
64 1 SHORT PIN 1 AISI 304/304L SS
65 1 SHORT PIN 2 AISI 304/304L SS
66 2 PLATE - SHORT PIN WASHER AISI 304/304L SS
67 1 FINGER TRAP PLATE AISI 304/304L SS
68 1 GATE LINER UHMW
69 1 EAST GATE LEADS AND SPACERS UHMW
70 2 .50-13 X 5.25 HCS ASTM F593
71 13 .50-13 X 4.25 HCS ASTM F593
72 6 .50-13 X 5.5 FHCS ASTM F879
73 36 .50 SAE FLAT WASHER 304 SS OR 316 SS
74 21 .50-13 NYLOC HEX NUT ASTM F594
75 7 .156 X 2.00 COTTER PIN 304 SS OR 316 SS
AS SHOWN ON THIS SHEET.
EXCEPT FOR THE ADDITION OF THE BOLT ON FINGER TRAP PLATE OR BLANK
EASTERN GATE IS THE SAME AS THE WESTERN GATE SHOWN ON M-511 1.
GENERAL NOTES
A1
FRONT VIEW: EAST GATE
1 1/2"=1'-0"SCALE: A15
DETAIL: SHORT PIN WASHER AND COTTER PIN
1"=1" FULL SIZESCALE:
A8
FINGER TRAP PLATE
ISOMETRIC VIEW: EAST GATE SHOWING
SCALE: NTS
A15
J8
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
T E
F R
A M
E B
O L
T E
D C
O N
N E
C T
IO
N
S
D E
T A
IL
S
M-513
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
57 59 59 60
1 1/2" 3" 6"0
56 59 59 60
1 1/2" 3" 6"0
1 1/2" 3" 6"0
57 59 59 60
6" 1' 0" 2' 0"0
TOP AS SHOWN.
INSTALLED WITH HEX NUTS ON
BOTTOM ROW OF FASTENERS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
M-511.
PART BALLONS REFERENCED FROM THE WEST GATE PART LIST ON SHEET 1.
GENERAL NOTES
A16
DETAIL: MID BEAM BOLTED CONNECTION
6"=1'-0"SCALE:
H16
DETAIL: TOP BEAM BOLTED CONNECTION
6"=1'-0"SCALE:
A9
SECTION VIEW: MID BOLTED CONNECTIONS
6"=1'-0"SCALE:
A1
FRONT VIEW: GATE FRAME ASSEMBLY
1 1/2"=1'-0"SCALE:
A16
H16
A9
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
T E
F R
A M
E W
E L
D M
E N
T S
D E
T A
IL
S
M-514
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
91 5/8"
73 7/8"
94 1/2"
56 1/8"
38 3/8"
20 5/8"
2 7/8"
0"
OUTSIDE EDGES
R 1/4" TYP
3"
0"
31"
62"
92"
94 1/2"
96"
96"
89"
48"
3X Ø 9/16" THRU ALL
7"
0"
L
L
L
J
K
I
65 1/4"
1 1/2 "
3"
4"
2" 5/8 "
11/16 "
3"4"
2"
1/4 "
/8
/1
1 1/8 "
11/16 "
CENTERED ON
ANGLE BRACKETS
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
1 1/2" 3" 6"0
6X 1 1/16 " THRU
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
THAT CAN BE INDIVIDUALLY DELIVERED TO THE SITE TO BOLT UP ON-SITE.
THE GATE FROM I THROUGH L . THESE ARE THE DIFFERENT SECTIONS
THIS DRAWING LABELS THE DIFFERENT BOLT TOGETHER WELDMENTS OF 3.
AND WELDING.
ENSURE GATE SPINE AND SIDE PLATES HAVE PINS INSTALLED DURING FITUP 2.
BE INSTALLED WITHOUT THE NEED OF EXCESSIVE FORCE.
TOGETHER. IN FINAL WELDED CONDITION, ALL BOLTS SHOULD BE ABLE TO
ALL PARTS SHOULD BE FIT UP AND WELDED WHILE ASSEMBLED AND BOLTED 1.
GENERAL SHEET NOTES
A18
PANEL DETAIL
PLATE - GATE SIDE
1 1/2"=1'-0"SCALE:
A1
PLATE - GATE SIDE PANEL DETAIL-1
1 1/2"=1'-0"SCALE:
A9
SAME EXCEPT MIRRORED)
I WELDMENTS DETAILS ( J IS THE
1 1/2"=1'-0"SCALE:
A14
RECT HSS - GATE VERTICAL DETAIL
1 1/2"=1'-0"SCALE:
FRONT
TOP
FRONT
FRONT FRONT LEFTLEFT
GATE FRAME CUT LIST (M-514 & M-515)
ITEM QTY. DESCRIPTION MATERIAL WEIGHT (LBS) MATERIAL TYPE CUT LENGTH
76 2 RECT HSS - GATE VERTICAL AISI 304/304L SS 87.0888 4 X 3 X 1/4 RECT HSS 96"
77 1 RECT HSS - GATE TOP HORIZONTAL AISI 304/304L SS 50.8609 4 X 3 X 1/4 RECT HSS 57 1/4"
78 3 RECT HSS - GATE HORIZONTAL AISI 304/304L SS 33.2158 3 X 3 X 3/16 RECT HSS 57 1/4"
79 3 ANGLE - GATE MID BRACKET AISI 304/304L SS 0.8096 3 X 3 X 1/4 ANGLE 2"
80 8 ANGLE - GATE SIDE BRACKET AISI 304/304L SS 0.4188 2 X 2 X 1/4 ANGLE 1 5/8"
81 1 PLATE - GATE SPINE AISI 304/304L SS 44.1129 1/2" PLATE
82 2 PLATE - GATE SIDE PLATE AISI 304/304L SS 20.0978 1/4" PLATE
83 2 PLATE - GATE DOGGING CHAIN POINT AISI 304/304L SS 1.8015 1/4" PLATE
L12
ANGLE - GATE SIDE BRACKET DETAIL
6"=1'-0"SCALE:
3/16
3/16
3/16 BRACKETS
TYP ALL ANGLE O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
T E
S P
IN
E
M
ID
B
R A
C K
E T
A N
D S
ID
E
P L
A T
E
D E
T A
IL
S
M-515
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:4
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
93"
65"
34"
/4
/8
/4
0"
CENTERLINE OF PLATES
ALL DIMENSIONS ARE TO
CENTERED ABOUT
BRACKETS ARE
83 83
3/4 "
3/4 "
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
0"
8 3/8"
26 1/8"
43 7/8"
61 5/8"
79 3/8"
97 1/8"
99"
6X Ø 1 1/16" THRU
7X 5 5/8 THRU
/8
/1
/1
/8
/1
/1
/8
/4
/2
ATTACH THE FINGER TRAP ADAPTER PLATE.
BOLTS ARE DRAIN HOLES OR USED TO
HOLES NOT USED FOR GATE ASSEMBLY
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
/8
/1
/1
/8
/1
/1
/8
/4
7X Ø 9/16" THRU ALL 78
/2
3"
1 1/2 "
1/4 "
/4
/4
/4
3 3/8"
6"
7"
0"
1 3/4"
2 3/4"
4 1/4"
6 1/4"
1 3/4"R
/4
/8
/4
1 3/4"R
1 1/2"
R 1/4" TYP OUTSIDE EDGES
3 1/8"
5 3/4"
6 3/4"
/2
/8
/2
1 1/2"
0"
1 1/2"
2 1/2"
4"
1/4 " TYP ALL OUTSIDE EDGESR
3"
1"
1 1/2" 3" 6"0
1 1/2" 3" 6"0 1 1/2" 3" 6"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
K WELDMENT DETAILS
1"=1'-0"SCALE:
FRONT LEFT
3/16
3/16
3/16 BRACKETS
TYP ALL
PLATES
POINT
ALL PICK
ON-SITE. SEE SHEET M-514 FOR MORE DETAILS.
SECTIONS THAT CAN BE INDIVIDUALLY DELIVERED TO THE SITE TO BOLT UP
WELDMENTS OF THE GATE, I THROUGH L . THESE ARE THE DIFFERENT
THIS SHEET REFERENCES LABELS FOR THE DIFFERENT BOLT TOGETHER 1.
GENERAL SHEET NOTES
A7
PLATE - GATE SPINE DETAIL
1"=1'-0"SCALE:
LEFT
J1
RECT HSS - GATE TOP HORIZONTAL DETAIL
1 1/2"=1'-0"SCALE:
FRONT
TOP
J8
L RECT HSS - GATE HORIZONTAL DETAIL
1 1/2"=1'-0"SCALE:
FRONT
TOP
G15
PLATE - GATE SPINE TOP DETAIL
6"=1'-0"SCALE:
A15
PLATE - GATE SIDE PLATE DETAIL
6"=1'-0"SCALE:
A11
BRACKET DETAIL
ANGLE - GATE MID
6"=1'-0"SCALE:
LEFT
TOP
LEFT
LEFT-
G15
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
A D
A N
D S
P A
C E
R
D E
T A
IL
S
M-516
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:5
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
1/2 "
1/8 "R
1 1/2" 3" 6"0
13/16 "
PIN
1 1/2" 3" 6"0 6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
0 1/2" 1" 2"0
1 1/2" 3" 6"0
1 1/16 "
1 7/16 "
2"
0"
1 7/8"
55 1/8"
92 1/2"
0"
1 7/8"
4X (EAST GATE)
6X Ø 1 1/16" THRU (WEST GATE)
19 5/8 "
37 3/8 "
19 5/8 "
37 3/8 "
55 1/8 "
61 5/8 "
72 7/8 "
90 5/8 "
2"
TRAP CUTOUT
OVER FINGER
TYP PICKETS
GATE AS SHOWN
EXCEPT ON EAST
TYP PICKET
TYP SPACERS
ON ENDS
TYP SPACERS
EAST GATE ONLY88
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
FRONT VIEW: EAST GATE
1"=1'-0"SCALE:
A7
FRONT VIEW: WEST GATE
1"=1'-0"SCALE:
A13
LEFT VIEW: PICKET LEADS DETAIL
1"=1'-0"SCALE:
A17
TOP VIEW: PICKET LEADS DETAIL
6"=1'-0"SCALE:
EAST GATE LEADS AND SPACERS CUT LIST (M-516)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE CUT LENGTH
84 35 92.5 PICKET EHMW HYDROTHANE .50 X 4.00 92 1/2"
85 7 61.625 PICKET EHMW HYDROTHANE .50 X 4.00 61 5/8"
86 236 .8125 SPACER EHMW 2" ROUND UHMW 13/16"
87 12 1.4375 SPACER EHMW 2" ROUND UHMW 1 7/16"
88 1 10.00 SPACER EHMW 2" ROUND UHMW 10"
WEST GATE LEADS AND SPACERS CUT LIST (M-516)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE CUT LENGTH
89 42 92.5 PICKET EHMW HYDROTHANE .50 X 4.00 92 1/2"
90 252 .8125 SPACER EHMW 2" ROUND UHMW 13/16"
91 19 1.4375 SPACER EHMW 2" ROUND UHMW 1 7/16
H13
SECTION VIEW: LEAD AND SPACER
6"=1'-0"SCALE:
NOMINAL GAP
L8
SPACER DETAIL
1"=1" FULL SIZESCALE:
13/16"
10"
L8
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
E R
D E
T A
IL
S
M-517
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:0
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
0"
7"
48"
89"
96" w
3X Ø 1/2" THRU ALL
2 5/16 "
4 1/16 "
/8
/4
1/4 "
4 1/4 "
5/8 " 3" 5/8 "
1 1/2" 3" 6"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
FRONT VIEW: EAST GATE
1 1/2"=1'-0"SCALE: A9
DETAIL: LINER
1 1/2"=1'-0"SCALE:
LEFTFRONTRIGHT
OF LINERS
AND BOTTOM
ON THE TOP
TAPER DOWN
OF LINERS
AND BOTTOM
ON THE TOP
TAPER DOWN
A16
SECTION VIEW: LINER
6"=1'-0"SCALE:
WITH 0.01 RUNNING CLEARANCE
FROM LINER AND CUT TO FIT
SURVEY INSIDE OF GANTRY
GATE LINER CUT LIST (M-517)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE LENGTH
92 2 GATE LINER UHMW 4.5" X 2.5" UHMW STOCK 96"
A16
O
FF
IC
E
C
/2
24" FINGER TRAP OPENING
/2 F
IN
G
E R
T R
A P
O P
E N
IN
G
FOR ANY SPECIFIC PRODUCT.
AND HAS NO SPECIFIC PROVISION
PROVIDED AS A GENERIC OPENING
FINGER TRAP IS REMOVED. PLATE IS
INSTALLATION OF A BLANK IN CASE
HOLE PATTERN PROVIDED TO ALLOW
27 3/4"
/1
1/2 "
1/4 " 1/4 "
1/4 "
/2
3/16" THRU ALL
0"
1"
1 1/4 "
2 1/4 "
7 1/4 "
8 1/4 "
8 1/2 "
9 1/2 "
/8
/1
/1
/1
/1
/1
/1
/1
/1
1/4" TYP INSIDE CORNERSR
1/2" TYP OUTSIDE CORNERSR
4X Ø 5/8" THRU ALL
4X Ø 3/8" THRU
0 1/2" 1" 2"0 0 1/2" 1" 2"0
0 1/2" 1" 2"0 3" 6" 1' 0"0
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
K E
T P
IN
C A
P A
N D
W A
S H
E R
D E
T A
IL
M-518
N B
A K
K E
B
M C
N E
IL
G D
F -9
-3 -3
M
C L
E
SHORT PIN WASHER CUT LIST (M-518)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE
95 1 PLATE - SHORT PIN WASHER AISI 304/304L SS 3/16" PLATE
PIN WELDMENT CUT LIST (PER PIN) (M-518)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE
93 1 PIPE - PIN SHAFT AISI 304/304L SS 3/4" SCHD 80 PIPE
94 1 PLATE - PIN CAP AISI 304/304L SS 1/2" PLATE
FINGER TRAP PLATE CUT LIST (M-518)
ITEM QTY. DESCRIPTION MATERIAL MATERIAL TYPE
96 1 PLATE - FINGER TRAP AISI 304/304L SS 1/4" PLATE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
T A
S K
O R
D E
R N
O
A2
PLATE - SHORT PIN WASHER DETAIL
1"=1" FULL SIZESCALE:
A10
PLATE - FINGER TRAP DETAIL
3"=1'-0"SCALE:
J3
PICKET PIN DETAILS
1"=1" FULL SIZESCALE:
J14
PLATE - PIN CAP DETAIL
1"=1" FULL SIZESCALE:
3/16
SHORT PIN 2 - 10 5/8"
SHORT PIN 1 - 39 1/2"
FULL LENGTH PIN - 59 3/8"
SEE SHEET M-516 FOR DETAIL
SHORT PIN 2 - 11 3/8"
SHORT PIN 1 - 40 1/4"
FULL LENGTH PIN - 60 1/8"
CUT LENGTH (SEE SHEET M-516 FOR DETAILS)
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
L K
W A
Y A
N D
R A
IL
IN
G
D E
T A
IL
S
M-519
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:1
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
AS SUGGESTED BY GRATING SUPPLIER.
WALKWAY. WELD OR RETAIN TO FRAME
COVER THE ENTIRE AREA OF THE NEW
STEEL BAR GRATING TO COMPLETELY
142 1/2"
68 15/16" 1
/2
63 1/2"
MC 6X12
CHANNEL AND RAILING
EXISTING WALKWAY
EXISTING WALKWAY CHANNEL.
PERPENDICULAR TO
INTERMEDIATE CHANNEL.
AND WELD OUT 100%
COPE THIS EDGE OF ANGLE
2X NEW RAILINGS
2' 0" 4' 0" 8' 0"0
2' 0" 4' 0" 8' 0"0
2' 0" 4' 0" 8' 0"0
/1
/6
/1
66 5/8"
MILD STEEL FLATBAR
TOEBOARD 4" X 1/8"
PIPE TYP FOR RAILING
1.5" SCHD 40 MILD STEEL
IF BETTER FOR FABRICATION.
ACCEPTABLE REPLACEMENT
MITERED CORNERS ARE AN
MATCH EXISTING RAILINGS.
BENT CORNERS SHOWN TO
CLR 4" TYP
10 1/2 "
1 3/16 "
TO CHANNEL FRAME.
OF TUBING WELDED
RAILING TUBE NESTS INSIDE
3/8" MILD STEEL PLATE
OF RAILING SLEEVE
CAP WELDED TO BOTTOM
1/4" MILD STEEL PLATE
FOR A SLIP FIT + 0.03" MAX
REAM OUT ID AS NEEDED
PIPE WILL FIT INSIDE AND
SLEEVES. ENSURE RAILING
2" SCHD 80 MILD STEEL PIPE
SLEEVES AND RAILINGS ARE PARALLEL
DURING FITUP AND WELDING. ENSURE
ACCURATELY LOCATE THE SLEEVES
USE COMPLETED RAILINGS TO
/2
/2
3" 6" 1' 0"0
6"
1/2 "
9"
3/4-10 A563 GRADE A HEX NUT
3/4 F436 FLAT WASHER
3/4-10.75" F1554 GRADE 36 THREADED ROD
EQUIVALENT EPOXY.
6X USE SIMPSON STRONGTIE SET-3G OR
SAME AS IN DETAIL E9
THIS RAILING BASE DETAIL
6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0
0"
/2
/2
12"
6X Ø 7/8" THRU ALL
2 1/2"
6 1/2"
10 1/2"
3 1/4 "
3 1/4 "
3" 6" 1' 0"0
EXISTING WALL PLATE
MINIMUM WIDTH REMAINING.
FRAME AS NEEDED. 8"
FOR EXISTING WALKWAY
CUTBACK SHELF PLATE
3/4" MILD STEEL PLATE
NEW SHELF PLATE
8"
6" 1' 0" 2' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
J1
PLAN VIEW: NEW WALKWAY
3/8"=1'-0"SCALE:
D1
PLAN VIEW: NEW WALKWAY FRAME ONLY
3/8"=1'-0"SCALE:
F
IS
H L
A D
D E
R
T O
E D
G E
A N
N E
L F
R A
M E
E D
G E
O F
N
NEW CHANNEL CUT LENGTH
SIDES
BOTH
3/16
A1
SECTION VIEW: RAILING
3/8"=1'-0"SCALE:
A9
DETAIL: NEW RAILING
3/4"=1'-0"SCALE:
A15
SECTION VIEW: RAILING SLEEVE
3"=1'-0"SCALE:
3/8 NO UT REQUIRED
TYP
E15
SECTION VIEW: FLOATING END CONNECTION
1 1/2"=1'-0"SCALE:
E9
DETAIL: RAILING SLEEVE
3"=1'-0"SCALE:
1/4
WELDING TUBE
WELD BEFORE
TOP AND BOTTOM
SLLEVES
ALL RAILINGS
3/16
J9
DETAIL: FLOATING END
1 1/2"=1'-0"SCALE:
M9
DETAIL: WALKWAY FIXED END CONNECTION
1 1/2"=1'-0"SCALE:
DEPTH
EMBEDMENT
MINIMUM
K15
SECTION VIEW: FIXED END BASE PLATE
3"=1'-0"SCALE:
1/2" MILD STEEL PLATE
3/16
3/16
5/16 WALL PLATE
SHELF PLATE TO
BOTH SIDES
WELD FULL LENGTH
A2
K15
E9
J9
A15
E15
K15
O
FF
IC
E
C
/2
BENT PART PROFILE
SIDE
TOP
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
K E
V
IN
R E
N S
H A
W P
J
IB
C R
A N
E
D E
T A
IL
S
M-520
N B
A K
K E
B
M C
N
F -9
-3 -3
M
C L
E
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:2
A
M
/8
/2
L L
\L L
M -5
X X
X .d g n
12X 5/8"-11 A194 HEAVY HEX NUTS
12X 5/8" F593 FLAT WASHERS
6X 5/8"-11 X 3" A193 B7 THREADED RODS
TO NEW JIB CRANE MOUNTS.
TYP BOTH WELD ON BRACKETS8
2 3/16 "
/2
/2
8 9/16"
8 9/16"
0"
1 1/2"
BEND LINE 3 9/16"
1 1/2"
BEND LINE 3 9/16"
6 5/8 " TYP
AND CUT AFTER.
BE MARKED AHEAD OF BENDING
BENDING. COPING CUTOUT CAN
THAT WILL BE NEEDED BEFORE
BORDER LINE SHOWS PLATE
0"
2"
7"
9"
/8
/8
/2
SPECIFICATIONS TYP.
INSTALL TO SUPPLIER
CONCRETE ANCHORS.
4X TITEN HD Ø5/8" X 4.5"
4X Ø 3/4" THRU WELD EXISTING SQ. HSS AS SHOWN.
WITH 1/2" MILD STEEL PLATE AS SHOWN.
CUT OFF EXISTING PLATE AND REPLACE
SPECIFICATIONS TYP.
INSTALL TO SUPPLIER
CONCRETE ANCHORS.
4X TITEN HD Ø5/8" X 4.5"
(6
/2
(2
/1
0" 1"
1 1/2"
5 1/2" 6" 7"
/1
BASE PLATE
HSS CENTERED ON
PLATE
1/2" MILD STEEL
HOLES IN BASE PLATE
4X Ø 3/4" THRU, ALL
/4
/4
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
6" 1' 0" 2' 0"0 6" 1' 0" 2' 0"0
2' 0" 4' 0" 8' 0"0 2' 0" 4' 0" 8' 0"0
EXISTING POST
COPE END TO FIT
NEW SUPPORT GUSSET
4" X 4" X 1/4" MILD STEEL HSS
NEW SUPPORT GUSSET
BRACKETS
WELD ON
NEW JIB CRANE
45°
17"
146" U S A B
LE
S
P A N
168" T O
TA
L S P A N
6" 1' 0" 2' 0"0
2' 0" 4' 0" 8' 0"0
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
3/16
3/16
3/16
1/4
3/16
BOTH SIDES
3/16
A17
BOLTED CONNECTION
DETAIL: JIB CRANE
1 1/2"=1'-0"SCALE:
A13
DETAIL: WELD ON BRACKET
1 1/2"=1'-0"SCALE:
E17
GUSSET BASE PLATE
DETAIL: NEW SUPPORT
1 1/2"=1'-0"SCALE:
E13
BASE PLATE MOD
DETAIL: EXISTING GUSSET
1 1/2"=1'-0"SCALE:
2 7/16"
DOWN 90° R 3/4"
CL
J17
PARALLEL TO CRANE
SECTION VIEW:
3/8"=1'-0"SCALE:
J13
SUPPORT GUSSET
SECTION VIEW:
3/8"=1'-0"SCALE:
A9
DETAIL: TOP OF JIB CRANE
1 1/2"=1'-0"SCALE:
E5
PLAN VIEW: JIB CRANE ENVELOPE
1/4"=1'-0"SCALE:
A17
E13
J13
J17
A9
O
FF
IC
E
C
/2
A L
T U
R N
P O
O L
G A
T E
R E
P L
A C
E M
E N
T
A D
U L
T F
IS
H
L A
D D
E R
S N
A K
E R
IV
E
R O
R E
G O
N
W A
S H
IN
G
T O
N A
N D
I D
A H
O
L O
W E
R G
R A
N
IT
E L
O C
K A
N D
D
L L
A W
A L
L A
W
A S
H
IN
G T
O N
N
R
D A
V E
W A
L L
A W
A L
L A
D
IS
T R
E N
O
L E
V I
V A
N S
T E
D U
M P
E C
T R
IC
A
L G
E N
E R
A L
N O
T E
S
E-001
H .A
L K
IF
IG
E E
H .S
M
F -9
-6
.A
L K
IF
IG
A
E C
S c re e n
F u ll
S iz e .d s c ri p t
P D
A
E C p d f.
p lt c fg
:5
:3
A
M
/8
/2
L L
\L
L E
-E -0
.d g n
AND/OR NEUTRAL CONDUCTOR
PHASE CONDUCTOR (S)
GROUND CONDUCTOR
START OF RUN
OR VOLTAGE CLASS
SERVICE CODE
END OF RUN
CIRCUIT NUMBER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
LINE LEGEND SCHEMATIC AND ONE-LINE DEVICE LEGEND
NEW ITEMS TO BE INSTALLED / EXISTING ITEMS TO BE REMOVED
EXISTING ITEMS TO BE REMAIN
CONDUIT TICK MARKS DESIGNATION
ELECTRICAL ABBREVIATION
VOLTAGEV
TERMINAL BLOCKTYP
RIGID METAL CONDUIT (GALVANIZED)RMC
RECEPTCALERECEPT
PULL BOXPB
NORTH,NEUTRALN
LIGHTLT
KILOWATTSKW
KILOVOLAMPSKVA
JUNCTION BOXJ/JB
GROUNDGND
GROUND FAULT CIRCUIT INTERRUPTGFCI
ELECTRICAL METALLIC TUBINGEMT
COPPERCU
CIRCUIT BREAKERCB
AMERICAN WIRE GAUGEAWG
AMPEREA
POWER TRANSFORMER
CIRCUIT BREAKER
GFCI SINGLE RECEPTCALE (ONE-LINE DIAGRAM)
GFCI SINGLE RECEPTCALE HAVE A WATERPROOF ENCLOSURE
CONTAINED WITHIN THE CONDUIT.
C. CONDUIT NAMES ARE GENERALLY IDENTICAL TO THE CIRCUIT
DISTRIBUTION CIRCUITS; I.E, THE END OF RUN IS OMITTED.
B. A TWO-PART NUMBER IS USED FOR MOST LIGHTING AND SOME
USED:
A. BETWEEN MAJOR ITEMS OF EQUIPMENT, A THREE PART NUMBER IS
1. ELECTRICAL CIRCUITS AND CONDUIT ARE IDENTIFIED AS FOLLOWS:
CIRCUIT AND ROUTING IDENTIFICATIONC.
POWER CIRCUIT 208Y/120r
1. SERVICE CODE OR VOLTAGE CLASS
MODIFING TERMS FOR TERMINAL EQUIPMENTB.
250 AMPS MAX
208Y/120 3-PHASE.4-WIREFR4
1. LOAD CENTER
TERMINAL EQUIPMENTA.
CONDUIT AND CABLE NAMING
FFQ1-r1-FRSG
FOR MORE DETAILS LOOK TO THE GENERAL SHEET NOTES FOR EACH SHEET.4.
PRIOR TO INSTALLTION; ENSURE CONDUIT FILL IS NEC COMPLIANT.
VERIFY CONDUCTOR AND CONDUIT RUN LENGTHS AND CIRCUIT ROUTING 3.
ALL NEW OUTDOOR ENCLOSURES SHALL BE NEMA 4X AND LOCKABLE2.
- GFCI SINGLE RECEPTCALE (TWO)
- 20 AMPS,1-POLE CIRCUIT BREAKER (TWO)
TO:
NEW MAJOR ELECTRICAL EQUIPMENT INCLUDES BUT MAY NOT BE LIMITED 1.
GENERAL INSTALL NOTES
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NORTH
NORTH
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SCALE: NTS
CONDUIT & CABLE ROUTING WEST WALL-OUTSIDE THE ROOM
A10
SCALE: NTS
GFCI RECEPTACLES MOUNTED ON SIDEWALK FENCE
H1
SCALE: NTS
ADULT FISH TRAP-ELECTRICAL-MECHANICAL ROOM-SOUTH WALL
A1
SCALE: NTS
CONDUIT & CABLE ROUTING.PLAN
1'' CONDUIT ROUTING
1'' CONDUIT RUNNING THROUGH THE WALL
B11
FROM 208Y/120 V-FR4 PANEL
4 #8 AWG + #8 GND
1" RMC CONDUIT
2 #8 AWG+#8 GND 2 #8 AWG+#8 GND
TO CHAIN HOIST #1
2 #8AWG+#8GND
TO CHAIN HOIST #2
2 #8AWG+#8GND
1" CONDUIT
100A MAIN CIRCUIT BREAKER
EXISTING FR4 PANEL 208/120V
WITH WEATHERPROOF RECEPTACLE ENCLOSURE
GFCI SINGLE RECEPTACLE
JUNCTION BOX NEMA 4X
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SHEET ID
®of Engineers
US Army Corps
U .S
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ENCLOSURE (NEC SECTION 409.9(B)(1)).
125V,20A GFCI SINGLE RECEPTACLE MUST HAVE A WATERPROOF 2.
GROUNDING FROM PANEL FR4 TO EACH NEW SINGLE GFCI RECEPTACLE.
CONDUIT SIZE 1'' SHALL BE INSTALLED TO RUN 4-WIRE #8 + 1-WIRE FOR 1.
GENERAL SHEET NOTES
G-101
REF
M301
B2
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100A-3-PHASE
50A20A15A15A15A20A15A15A15A15A50A50A20A15A15A15A15A15A15A
208/120V
480V
0.03 MVA
FQ4-TFR4
(1) (3) (5) (7) (9) (11) (13&15) (17&19) (21&23) (2) (4) (6) (8) (10&12) (14) (16) (18) (20) (22&24)
250 AMPS MAX
208Y/120 3-PHASE,4-WIRE
FR4
ADULT FISH TRAP, ELECTRICAL-MECHANICAL ROOM
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20A20A
(26) (28)
120V-1HP HOIST MOTOR
20A GFCI RECEP #2
120V-1HP HOIST MOTOR
20A GFCI RECEP #1
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A1
TURN POOL GATE ONE LINE DIAGRAM
SCALE: NTS
FROM EACH GFCI SINGLE RECEPTCALE TO DESIGNATED CHAIN HOIST.
FLEXIBLE METAL CONDUIT SIZED 3/4" SHALL BE USED TO RUN THE CIRCUIT 5.
CIRCUITS FROM PANEL FR4 TO TWO NEW GFCI SINGLE RECEPTCALES.
ONE SHARING CONDUIT SIZED 1" SHALL BE USED TO RUN THE BOTH NEW 4.
SEE SHEET E-602 PANEL SCHEDULE.3.
NCLOSURE. E
THE GFCI RECEPTACLES OF 20A,125V MUST HAVE A WATERPROOF 2.
INSTALL TWO 20A, 1-PHASE CIRCUIT BREAKERS IN THE PANEL FR4.1.
GENERAL SHEET NOTES
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PANEL NAME: FR4 LOCATION: ADULT FISH TRAP-ELECTRICAL-MECHANICAL ROOM
VOLTAGE: 120/208Y-3 PHASE TOP FED FROM FQ4-TFR4
30 SPACES
MAIN BREAKER: 100A
MOUNT: SURFACE
DESCRIPTION
RECEPT-WEST UPPER DECK
LIGHTS-DECK&EQ ROOM
AIR COMPRESSOR
UPPER DECK & EQ ROOM
LIGHT - LOWER DECK
RECEPT-LOWER DECK
LIGHT EXPANSION
CWC SHED PED
GUARD TRAILER RED
BKR BKRVAVA PHASE DESCRIPTION
15/1
15/1
15/1
15/1
15/1
15/1
20/2
20/2
20/2
2400-
A
A
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15/1
15/1
15/1
15/1
20/2
15/1
15/1
15/1
20/1
50/2
SPARE TO RECEPTCALE UPPER DECK
MOTOR HEATER
RECEPTCALE WALL WAY
SWITCHGEAR HEATER
230V RECEPTCALE
RECEPTCALE EXPANSION
RECEPTCALE EXPANSION
RECEPTCALE EXPANSION
NOAA SHED
NOAA SHED
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