05_BAR_Lock_Grating_Replacement_TPlans_-_Final_Submittal.pdf
PDF 478 KB Posted
- Attached to
- Barkely Lock Grating Federal contract opportunity
- Solicitation number
- W912P518T0069
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Drawings for Barkley Lock Grating
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912P518T0069_Plans_Certified_Final_Documents_-_RTA_-_14_SEP_2018.pdf | ||
| W912P518T0069_TSpecs_-_Amendment2.pdf | ||
| W912P518T0069_Barkley_Lock_Grating_Amendment_0002.pdf | ||
| W912P518T0069_Barkley_Lock_Grating_Amendment.pdf | ||
| 04_BAR_Lock_Grating_Replacement_TSpecs_-_Final_Submittal.pdf | ||
| W912P518T0069_Barkley_Lock_Grating_Solicitation.pdf |
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®of Engineers
US Army Corps
Nashville District
W912P5-18-B-XXXX
Plans For Barkley Lock Grating Replacement
Cumberland River
Barkley Lock
Grand Rivers, Kentucky
DRAWING INDEX
Final Submittal
August 2018
Submitted:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration
Note:
Project Engineer
Approval Recommended:
Vanessa C. Bateman P.E., P.G.
Chief, Civil Design Branch
Approved:
Samuel Cory Morgan P.E.
Chief, Structural Section
Gbandi Nikabou
Q9-37/1C GRATING REPLACEMENT - DETAILS AND SECTIONS
Q9-37/1B GRATING REPLACEMENT - PLANS AND SCHEDULE
Q9-37/1A GRATING REPLACEMENT - LOCATION PLAN
MK-1MK-2
MK-3 MK-4
MK-8
MK-6MK-5
MK-7
MK-EG9
MK-EG10
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
GRATING
GATE RECESS
EMERGENCY
GRATING
GATE RECESS
EMERGENCY
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
GRATING
RECESS
BULKHEAD
N
D
2 3
C
4 5
A
B
®of Engineers
US Army Corps
Nashville District
X X
X /X /X
X X
X X
IDENTIFICATION
SHEET
U .S
A R
M Y C
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P S O
F E
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N A
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P lo t T im e
P lo t
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R44 R43 R42 R41
R45R46
L25 L24
L23 L22 L21
L20
R28
L7
R27 R26 R25
R24
L3
L6 L5
L4
FLOW
FLOW
NTS
NTS
Q9-37/1A
S T
A
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T
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PLAN AT LOWER GATE BAY
PLAN AT UPPER GATE BAY
C U
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OPEN
VALVE PIT
OPEN
VALVE PIT
OPEN
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MACHINERY
OPEN
RECESS
MACHINERY
OPEN
VALVE PIT
OPEN
VALVE PIT
OPEN
RECESS
MACHINERY
OPEN
RECESS
MACHINERY
RIVER WALL
LAND WALL
RIVER WALL
LAND WALL
D
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A U
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WIDTH
LENGTH
W I
D T
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Q9-37/1C
SEE DETAIL ON SHEET
LIFTING POINT (TYP.)
D
2 3
C
4 5
A
B
®of Engineers
US Army Corps
Nashville District
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GRATING
G R
A T I
N G
FLOW
(SEE SCHEDULE)
S
S C
H E
D U
L E
(SEE SCHEDULE)
S
S C
H E
D U
L E
Q9-37/1B
A
A
B B
FLOW
TYPICAL PLAN AT EMERGENCY GATE
SLOT RECESS GRATING
TYPICAL PLAN AT BULKHEAD
SLOT RECESS GRATING
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
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N E
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B A
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C T
G R
A T
IN
G R
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M E
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P L
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N D S
C H
E D
U L E
G B
A N
D I
N
IK
A B
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C D
H
B
B
AA
(Q9-37/1C)
(Q9-37/1C)
(Q9-37/1C)
(Q9-37/1C)
B E
N J
A M
IN
L
R O
H R
B A
C H P .E
PERPENDICULAR TO THE LENGTH OF ALL OPENINGS.
6. GRATING BEARING BARS TO RUN PARALLEL TO THE WIDTH, AND
TO INSIDE FACE OF SUPPORT PLATE.
5. ALL RECESS DIMENSIONS ARE FROM INSIDE FACE OF SUPPORT PLATE
ESTIMATING AND BIDDING PURPOSES ONLY.
ON THESE CONTRACT DOCUMENTS ARE TO BE USED FOR
GRATING/PLATE FABRICATION DRAWINGS. DIMENSIONS SHOWN
THESE FIELD DIMENSIONS SHALL SERVE AS THE BASIS FOR THE
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS.
3. ALL GRATING TO BE HOT-DIP GALVANIZED PER SPECIFICATIONS.
2. ALL INTERIOR GRATING JOINTS ARE ‚".
1. ALL GRATING MATERIAL TO BE GRADE ASTM A36, TYPICAL.
NOTES:
A U
G U
S T
OR APPROVED EQUAL
G-277 SHOULDER EYE BOLT
NUT TO ACCEPT 1" CROSBY
SEE NOTE 4
SEE NOTE 3
SHOULDERED EYE BOLT
EMBEDDED SUPPORT FRAME
1„"} HOLE
(TYP.)
‚" BANDING
12"
EMBEDDED SUPPORT FRAME
TO CLEAR 8"x8"P
NOTCH AND BAND GRATING
GRATING
GRATING
P •"x8"x8"
P •"x8"x8"
P ‚"x7"
1„"} HOLE IN •" P's
P •"x8"x8"
D
2 3
C
4 5
A
B
®of Engineers
US Army Corps
Nashville District
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D A
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IDENTIFICATION
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TYP.
L
L
TYP.
TYP.
C C
C U
M B
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L A
N D R
IV
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A S
IN
K E
N T
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K Y A
N D T
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Q9-37/1C
SCALE: NTS
SECTION A-A
SCALE: NTS
SECTION B-B
SCALE: NTS
SECTION C-C
SCALE: NTS
(Q9-37/1B)
(Q9-37/1B)
TYPICAL GRATING PLAN
B E
N J
A M
IN
L
R O
H R
B A
C H P .E
(SEE NOTE 4)
S
N O
T E
DETAIL AT LIFTING POINT
L
AT LEAST •INCH, AND NOT TO EXCEED 1 INCH.
7. SPACE BETWEEN GRATING PANELS AND SUPPORT PLATE SHALL BE
SUPPLIED FOR EACH LIFTING POINT.
BLOCK DESIGN FOR APPROVAL. A SINGLE BLOCK SHALL BE
WITH WELDS. THE CONTRACTOR SHALL SUBMIT PROPOSED
SHALL NOT POND WATER. BLOCKS SHALL NOT INTERFERE
THE BLOCKS SHALL BE EASILY REMOVED BY HAND. BLOCKS
BLOCKS SHALL BE FLUSH WITH THE TOP OF THE GRATING.
SUPPORTING WHEEL LOADS FROM A LARGE FORKLIFT. THE
WHEN IN SERVICE. THE BLOCKS SHALL BE CAPABLE OF
'BLOCKS' FOR THE 8"X8" GAP IN THE GRATING
6. CONTRACTOR SHALL SUPPLY GALVANIZED STEEL FILLER
TO STARTING WORK.
5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR
POINT DOES NOT INTERFERE WITH EMBEDDED SUPPORT FRAMES.
4. CONTRACTOR SHALL FIELD VERIFY LOCATION OF LIFTING
MAKES FIRM CONTACT WITH PLATE.
BOLT FULLY ENGAGES NUT AND SHOULDER OF EYE BOLT
SHALL ENSURE THREAD LENGTH IS SUFFICIENT SUCH THAT
SHOULDERED EYE BOLTS OR APPROVED EQUAL. CONTRACTOR
3. CONTRACTOR SHALL SUPPLY (12) 1"} CROSBY G-277
ALL FABRICATION AND WELDING IS COMPLETE.
2. ALL GRATING PANELS SHALL BE HOT DIP GALVANIZED AFTER
BE SHOP ASSEMBLED TO GRATING PRIOR TO SHIPPING.
ON THIS SHEET. LIFING PLATES AND NUTS SHOULD
8"x8" LIFTING PLATE AS SHOWN IN SECTION C-C
1. GRATING SHALL BE NOTCHED AND BANDED AROUND TOP
NOTES:
A U
G U
S T
| Q9-37_CVR |
| Q9-37^1A |
| Q9-37^1B |
| Q9-37^1C |
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