W912QR20B0013AppendixD-0000.pdf
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- Olmsted L&D 53 Marine Demo: Phase II
- Solicitation number
- W912QR20B0013
About this file
This solicitation package includes details for a federal construction contract opportunity with the U.S. Army Corps of Engineers. Work will consist of demolishing and removing Lock and Dam 53 on the Ohio River, with an estimated construction cost between $10-25 million. The solicitation is open to all qualified contractors, and requires compliance with System for Award Management registration and various FAR clauses. Technical inquiries are to be submitted through the ProjNet bidder inquiry system. The solicitation also requires compliance with the HUBZone price evaluation preference for contracts valued over $3 million. The deadline for bid modifications is not specified.
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Louisville District of Engineers US Army Corps
CONTRACT#
RELEASE DATE
\\LRL-FS01LOU\ORG\ED\Public\CAD\Ohiorvr\proj\128624-A42020 - LD53 Mooring Anchors\128624_A42020_G-000.dgn
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FILE:
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION
Quality Control
Approval Recommended: *
PE/A
Approved: *
THE SCOPE OF THIER EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN
LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
Reviewed by:*
DATE
DATE
DATE
Marilyn Lewis, P.E.
ENGINEERING DIVISION, CHIEF
P2: 128624 WI: A42020
FY: 2015
IN-PROGRESS FINAL
VICINITY MAP
LOCKS AND DAM 53
XXXX XXXX, P.E.
Andrew Dettmer, P.E.
MOORING ANCHORS
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
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*** SAFETY PAYS ***
*** SUPPORT VALUE ENGINEERING - IT PAYS ***
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F L
O W
BUOY, SEE NOTE 1
SEE NOTE 2
400’ RETRIEVAL CHAIN, TYP, NTS
PIER # 1 - 10.0’
5 SPACES @ 250’ = 1250’
STONE FIXED WEIR - 1894.0’
102.0’BEAR TRAPSWICKET WEIR - 500.1’NAVIGABLE PASS - 932.0’
220.0’
STA. 7+85B
C PINTLEL
STA. 4+85A
C PINTLEL
STA. 00.00
0 250’125’
GENERAL PLAN
1" = 125’-0"
S-100
LOCK STA. 10+00
ANCHORS, TYP. SEE NOTE 3
6 DRAG - EMBED MOORING ANCHOR CHAIN, TYP
FOR ANCHOR DETAILS SEE DRAWING S-1013)
FOR RETRIEVAL CHAIN DETAILS SEE DRAWING S-1012)
METHOD AND LOCATION SUBJECT TO APPROVAL OF COR.
CONTRACTOR SHALL SECURE THE BUOY TO THE LOCK WALL. 1)
NOTES:
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MUDLINE
ALLUVIUM
ATTACH RETRIEVAL CHAIN AND BUOY
MOORING INSTALLATION1
S-101
BUOY. SEE NOTE 2
ANCHOR. SEE NOTE 2, 4, 5, 6
NOT TO SCALE
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90’ 2" ANCHOR CHAIN, TYP. SEE NOTE 2
85 TON SHACKLE, TYP. SEE NOTE 2
SEE NOTE 3
LOAD SHACKLE, TYP.
17 - KIP WORKING
LINK OR EQUIVALENT. SEE NOTE 3
WROUGHT IRON STUD
RETRIEVAL CHAIN, 3/4"
SEE NOTE 2 AND 3
55 TON SHACKLE, TYP.
OF ANCHOR CAPACITY.
OF 3.0. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING GOVERNMENT VERIFICATION
45 KIP WORKING LOAD ANCHOR CAPACITY IS REQUIRED WITH MINIMUM FACTOR OF SAFETY 6)
AS APPROVED BY COR.
NAVSEA S0 300-A8-HBK-010 APPENDIX G, UFC 4-159-03 and NAVFAC MO-124 OR ALTERNATE METHOD
EACH ANCHOR SYSTEM TO BE BURIED BELOW MUD LINE AND DRAGGED TO EMBED. INSTALL PER 5)
SHACKLES, ANCHORS AND CHAINS PER 6.2 OF NAVFAC MO-124
CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND VERIFICATION OF EXISTING 4)
SHACKLES AND 2 55 TON SHACKLES) TO BE CONTRACTOR PROVIDED.
ALL OTHER COMPONENTS AND EQUIPMENT (INCLUDING RETRIEVAL CHAINS, 17 KIP 3)
STOCK.
SHACKLES, ANCHOR CHAINS, AND BUOY TO BE PROVIDED FROM EXISTING OLMSTED 2)
CONTRACTOR SHALL PROOF LOAD EACH ANCHOR TO 68 KIPS PER NAVFAC MO-124.1)
NOTES
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P
A
F
Y
M O
O R
IN
G A
N C
H O
R S A
N D D
O L P
H
IN
S L
O C
K S A
N D D
A M
O
H
IO
R R
IV
E R
A N
D R
E W D
E T
T M
E R P .E
J A
N U
A R
Y
J A
N U
A R
Y
S O
L
IC
IT
A T
IO
N N
U M
B
H-106
S
C H
O L L
A
D E
T T
M
D
R O
G R
A P
H S
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
\\LRL-FS01LOU\ORG\ED\Public\CAD\Ohiorvr\proj\128624-A42020 - LD53 Mooring Anchors\128624_A42020_H-107.dgn
22-JAN-2015 16:40
NUMBER:
REFERENCE
SHEET
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
IG
N E
D B
Y
C H
E C
K E
D B
Y
P R
O J E
C T E
N G
IN
E E
R /A
R C
H
IT
E
T E
D R
A W
IN
G C
O D
A L E
D A
T
M B
O L
R E
V
IS
IO
N S
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
LOUISVILLE DISTRICT
OF ENGINEERS
US ARMY CORPS
DATE:
FILE:
SHEET OF
B
D
C
F
E
A
543 721 8 96
IN
-P
R O
G R
E S
S F
IN
A L
D R
A W
N B
Y
O R .4
.3
P
A
F
Y
M O
O R
IN
G A
N C
H O
R S A
N D D
O L P
H
IN
S L
O C
K S A
N D D
A M
O
H
IO
R R
IV
E R
A N
D R
E W D
E T
T M
E R P .E
J A
N U
A R
Y
J A
N U
A R
Y
L
IC
IT
A T
IO
N N
U M
B
H-107
S
C H
O L L
A
D E
T T
M
Y
D R
O G
R A
P H
S
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
\\LRL-FS01LOU\ORG\ED\Public\CAD\Ohiorvr\proj\128624-A42020 - LD53 Mooring Anchors\128624_A42020_H-108.dgn
22-JAN-2015 16:40
NUMBER:
REFERENCE
SHEET
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
IG
N E
D B
Y
C H
E C
K E
D B
Y
P R
O J E
C T E
N G
IN
E E
R /A
R C
H
IT
E
T E
D R
A W
IN
G C
O D
A L E
D A
T
M B
O L
R E
V
IS
IO
N S
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
LOUISVILLE DISTRICT
OF ENGINEERS
US ARMY CORPS
DATE:
FILE:
SHEET OF
B
D
C
F
E
A
543 721 8 96
IN
-P
R O
G R
E S
S F
IN
A L
D R
A W
N B
Y
O R .4
.3
P
A
F
Y
M O
O R
IN
G A
N C
H O
R S A
N D D
O L P
H
IN
S L
O C
K S A
N D D
A M
O
H
IO
R R
IV
E R
A N
D R
E W D
E T
T M
E R P .E
J A
N U
A R
Y
J A
N U
A R
Y
L
IC
IT
A T
IO
N N
U M
B
H-108
S
C H
O L L
A
D E
T T
M
Y
D R
O G
R A
P H
S
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
\\LRL-FS01LOU\ORG\ED\Public\CAD\Ohiorvr\proj\128624-A42020 - LD53 Mooring Anchors\128624_A42020_H-109.dgn
22-JAN-2015 16:40
NUMBER:
REFERENCE
SHEET
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
IG
N E
D B
Y
C H
E C
K E
D B
Y
P R
O J E
C T E
N G
IN
E E
R /A
R C
H
IT
E
T E
D R
A W
IN
G C
O D
A L E
D A
T
M B
O L
R E
V
IS
IO
N S
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
LOUISVILLE DISTRICT
OF ENGINEERS
US ARMY CORPS
DATE:
FILE:
SHEET OF
B
D
C
F
E
A
543 721 8 96
IN
-P
R O
G R
E S
S F
IN
A L
D R
A W
N B
Y
O R .4
.3
P
A
F
Y
M O
O R
IN
G A
N C
H O
R S A
N D D
O L P
H
IN
S L
O C
K S A
N D D
A M
O
H
IO
R R
IV
E R
A N
D R
E W D
E T
T M
E R P .E
J A
N U
A R
Y
J A
N U
A R
Y
L
IC
IT
A T
IO
N N
U M
B
H-109
S
C H
O L L
A
D E
T T
M
Y
D R
O G
R A
P H
S
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
W
2Q R
B0
3-
\\LRL-FS01LOU\ORG\ED\Public\CAD\Ohiorvr\proj\128624-A42020 - LD53 Mooring Anchors\128624_A42020_H-110.dgn
22-JAN-2015 16:40
NUMBER:
REFERENCE
SHEET
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C O
R P
S O
F E
N G
IN
E E
R S
U .S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
IG
N E
D B
Y
C H
E C
K E
D B
Y
P R
O J E
C T E
N G
IN
E E
R /A
R C
H
IT
E
T E
D R
A W
IN
G C
O D
A L E
D A
T
M B
O L
R E
V
IS
IO
N S
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
LOUISVILLE DISTRICT
OF ENGINEERS
US ARMY CORPS
DATE:
FILE:
SHEET OF
B
D
C
F
E
A
543 721 8 96
IN
-P
R O
G R
E S
S F
IN
A L
D R
A W
N B
Y
O R .4
.3
P
A
F
Y
M O
O R
IN
G A
N C
H O
R S A
N D D
O L P
H
IN
S L
O C
K S A
N D D
A M
O
H
IO
R R
IV
E R
A N
D R
E W D
E T
T M
E R P .E
J A
N U
A R
Y
J A
N U
A R
Y
L
IC
IT
A T
IO
N N
U M
B
H-110
S
C H
O L L
A
D E
T T
M
Y
D R
O G
R A
P H
S
APPENDIX D - FOR REFERENCE ONLYARIMS: 1200 Disposition: Permanent
2Q R
B0
3-
| 128624_A42020_G-000 |
| 128624_A42020_S-100 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
128624_A42020_S-100.dgn, Drawing Model
| 128624_A42020_S-101 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_S-101.dgn, Drawing Model |
| Ref, 128624_A42020_S-101.dgn, Drawing Model |
| Ref-1, 128624_A42020_S-101.dgn, Drawing Model |
| 128624_A42020_H-100 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-101 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-102 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-103 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-104 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-105 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-106 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-107 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-108 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-109 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
| 128624_A42020_H-110 |
| References |
| PW_WORKDIR:dms55285 |
| _Sheet.dgn, Default |
File details come from the government source that posted it. Updated .