Pier Pile Plan.pdf
PDF 665 KB Posted
- Attached to
- Design-Bid-Build, USCG Offshore Patrol Cutters (OPC) Homeport Pier, Naval Station Newport, Newport RI
- Solicitation number
- N4008526R0001
About this file
This document is a set of architectural substructure plans for a maritime facility project. The plans are prepared by MN+BMCD (Minnesota and BMCD Joint Venture) and depict detailed layout drawings across multiple areas (A through G) of what appears to be a pier or dock facility with bulkhead and fender pile systems.
The plans show comprehensive structural details including combi-wall bulkheads, cast-in-place bent caps, steel pipe piles (PP18.0 x 0.500, PP16.0 x 0.500, and PP30.0 x 0.500 typical specifications), fender piles spaced at 6'-8" on each side of the pier, utility trench drains, and various cap systems. Each area plan is drawn at 1/8" = 1'-0" scale and includes match lines for reference to other detailed sections (SB110-SB121). The plans reference multiple structural details across sections SB501, SB505, SB506, SB517, and SB521, with typical bay spacing of 30'-0" and varying fender pile configurations ranging from F1S to F101 designations. Coordinate information (N: 160,943.23', E: 378,506.72') and specific chamfer details (2'-0" typical) are noted. The document includes sheet notes referencing bulkhead pile details and existing bulkhead protection measures. This appears to be a design or tender document for a substantial maritime construction or renovation project.
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Text version
EXP 06/30/24
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123456
30' - 0" 30' - 0" 30' - 0" 30' - 0"
4' - 6" ±
9' - 3" ±
30' - 0"
9'
4" 9'
4"
FACE OF EXISTING
BULKHEAD
PP18.0 x 0.500 TYP
B'
A'
C'
1'
2'
2'
- 6
2'
- 6
WP-2
POINT OF INTERSECTION
8' - 0"
1.6
17' - 0"
T Y
P
T Y
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TYP
3' - 6"
COMBI-WALL BULKHEAD,
TYP, SEE SB110
M A
T C
H L
IN
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R E
F E
R T
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/ S
B
123' - 11 1/4"
PP18.0 x 0.500 TYP
_________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
N: 161,244.47' E: 379,594.56'
MATCH LINE REFER TO A1 / SB117
_________C3
SB505
B1SB517
12' - 6" ±
1"
1"
_________C1
SB505
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
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DRAWFORM REVISION: 25 AUGUST 2020
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RS/RC
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04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB111
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TU
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12873990
JMM CAM
NEK
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN - AREA A
4' 8' 16'0'
PLAN
NORTH PLAN
NORTH
ABD CEFG
H
KEY PLAN
SHEET NOTES
1.
2. FOR BULKHEAD PILE PLAN SEE SB110.
3. SEE BULKHEAD NOTE 1 ON SHEET SB003.
4. THE EXISTING BULKHEAD TIE RODS (NOT SHOWN) MUST BE PROTECTED
IN PLACE BY EXPOSING THEM AND ADJUSTING BENT 1 PILES TO
AVOID DAMAGING THEM.
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30' - 0"30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 30'-0"
9'
4" 9'
4"
T Y
P
T Y
P
TYP
3' - 6"
M A
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IN
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F E
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B
M A
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H L
IN
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R E
F E
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/ S
B
PP18.0 x 0.500 TYP _________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
_________C3
SB505
_________C1
SB505
B
C
1314151617
30' - 0"30' - 0"30' - 0"30' - 0"30' - 0" 30' - 0"
9'
4" 9'
4"
T Y
P
T Y
P
TYP
3' - 6"
M A
T C
H L
IN
E
R E
F E
R T
O C
/ S
B
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
PP18.0 x 0.500 TYP _________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
_________C3
SB505
_________C1
SB505
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
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IN
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IN
G
S Y
S T
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S C
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M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
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IN
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LA
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L A
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LO
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1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB112
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B S
TR
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TU
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LA
N
A R
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12873991
JMM CAM
NEK
1/8" = 1'-0" C1
SUBSTRUCTURE PLAN - AREA B
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN AREA C
4' 8' 16'0'
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
ABD CEFG
H
KEY PLAN
4' 8' 16'0'
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B
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A
D
181920212223242526
2' - 6"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"
9'
4" 9'
4"
3' - 9" 19' - 9" 30' - 0" 20' - 0"
PP18.0 x 0.500 TYP
PP16.0 x 0.500
FENDER PILE, TYP
T Y
P
T Y
P
3' - 6"
2' - 3"
TYP
4' - 6"
6'
6"
3'
3"
6'
6"3'
3"
F5SF10SF15SF20S
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
PP30.0 x 0.500 TYP _________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
F1S
3'
3"
3'
8"
1'
9"11
1' - 9"
PP30.0 x 0.500
_________B4
SB506
4' - 6"
2' - 5"
3' - 4"
EA SIDE OF PIER
FENDER PILES 86 SPA @ 6'-8"
2' - 11"
2'-0" CHAMFER, TYP
_________C3
SB505
_________B2
SB506
_________B2
SB506
_________A1
SB506
_________A1
SB506
_________A3
SB501
_________C1
SB505
SB507
A3
_________B4
SB506
UTILITY TRENCH
DRAIN, TYP
_________B3
SB521
SIM
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
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R
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G S
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N N
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AS NOTED
N E
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D E
IS
LA
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M
ID
L A
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N A
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N N
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A C
IL
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LO
C A
TI
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1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB113
P
IE
R
S U
B S
TR
U
C
TU
R E
P
LA
N
A R
E A
D
PRG
12873992
JMM CAM
NEK
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN - AREA D
4' 8' 16'0'
PLAN
NORTH PLAN
NORTH
ABD CEFG
H
KEY PLAN
1. FENDER PILE MARKS SHOWN ON SOUTH SIDE OF PIER,
NORTH SIDE SIMILAR.
SHEET NOTE
S Y
M D
E S
C R
IP
T
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N
D A
T E
A P
P R
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E B
ID
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N
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T RUTCUR
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T E R E
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PROFESSION
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G
IN
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S AI
N
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OFILACFO
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S 5312
R O
D E
R
ICK D. WH
ITS
E
L
-28 -28
-28 -2 8 -28 -28-2 8 -28
-28
B
C
A
D
2728293031323334
9'
4" 9'
4"
20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 20' - 0" 20' - 0"
PP16.0 x 0.500
FENDER PILE, TYP
TYP
4' - 6"
6'
6"
3'
3"
6'
6"3'
3"
F25SF30SF35SF40SF45S
EA SIDE OF PIER
FENDER PILES 86 SPA @ 6' - 8"
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
PP30.0 x 0.500 TYP _________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
_________B3
SB506
_________B2
SB506
_________B2
SB506
_________A1
SB506
_________A1
SB506
_________A3
SB501
_________B4
SB506
UTILITY TRENCH
DRAIN, TYP
_________B3
SB521
SIM
_________B4
SB506
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
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ID
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LA
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N A
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T A
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N N
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F O
L K
N
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F O
L K
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AS NOTED
N E
W P
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T , R
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D E
IS
LA
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M
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L A
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D C
B L
N A
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N N
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A A
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A O
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S U
P P
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T F
A C
IL
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Y R
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LO
C A
TI
O
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB114
P
IE
R
S U
B S
TR
U
C
TU
R E
P
LA
N
A R
E A
E
PRG
12873993
JMM CAM
NEK
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN AREA E
4' 8' 16'0'
PLAN
NORTH PLAN
NORTH
ABD CEFG
H
KEY PLAN
1. FENDER PILE MARKS SHOWN ON SOUTH SIDE OF PIER,
NORTH SIDE SIMILAR.
SHEET NOTE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
R
E M
O V
E B
ID
O
P T
IO
N
/0
2/
R
A S
T RUTCUR
LA
R E
G
IS
T E R E
D
PROFESSION
E N
G
IN
E E
R
S AI
N
R
OFILACFO
ET
A T
S 5312
R O
D E
R
ICK D. WH
ITS
E
L
-28 -2
-2
-2 8 -28 -28
-28
B
C
A
D
3536373839404142
9'
4" 9'
4"
20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"20' - 0" 20' - 0" 20' - 0"
PP16.0 x 0.500
FENDER PILE, TYP
TYP
4' - 6"
6'
6"
3'
3"
6'
6"3'
3"
F50SF55SF60SF65SF70S
EA SIDE OF PIER
FENDER PILES 86 SPA @ 6' - 8"
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
PP30.0 x 0.500 TYP_________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
_________B3
SB506
_________B2
SB506
_________B2
SB506
_________A1
SB506
_________A1
SB506
_________A3
SB501
_________B4
SB506
UTILITY TRENCH
DRAIN, TYP
_________B3
SB521
SIM
_________B4
SB506
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E
LO
C A
TI
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N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB115
P
IE
R
S U
B S
TR
U
C
TU
R E
P
LA
N
A R
E A
F
PRG
12873994
JMM CAM
NEK
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN AREA F
4' 8' 16'0'
PLAN
NORTH PLAN
NORTH
ABD CEFG
H
KEY PLAN
1. FENDER PILE MARKS SHOWN ON SOUTH SIDE OF PIER,
NORTH SIDE SIMILAR.
SHEET NOTE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
R
E M
O V
E B
ID
O
P T
IO
N
/0
2/
R
A S
T RUTCUR
LA
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IS
T E R E
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PROFESSION
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IN
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N
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OFILACFO
ET
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S 5312
R O
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ICK D. WH
ITS
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-29 -29 -2
-29 -2
-2 9-29
-29-2 9-29-2
-29
B
C
A
D
43444546474849
9'
4" 9'
4"
20' - 0"20' - 0"20' - 0"20' - 0"20' - 0"21' - 3" 20' - 0"
PP16.0 x 0.500
FENDER PILE, TYP
N: 160,943.23' E: 378,506.72'
WP-3
TYP
4' - 6"
6'
6"
3'
3"
6'
6"3'
3"
3' - 6" 3' - 6"
F75SF80SF85SF90S
F101
F100S
F95S
M A
T C
H L
IN
E
R E
F E
R T
O A
/ S
B
PP30.0 x 0.500 TYP _________A1
SB501
BENT CAP
CAST-IN-PLACE, TYP
4' - 0"3' - 9"
2' - 10"
1' - 6"
1'
6"
2'
8' - 2"
EA SIDE OF PIER
FENDER PILES 86 SPA @ 6'-8"
3'
9" 4'
0"
6'
4" F
E N
D E
R P
IL
E
S
S P
A
'-0
2'-0" CHAMFER, TYP
_________B3
SB506
_________B2
SB506
_________B2
SB506
_________A1
SB506
_________A1
SB506
_________C1
SB506
_________A3
SB501
_________B4
SB506
UTILITY TRENCH
DRAIN, TYP
_________B3
SB521
SIM
_________B4
SB506
UTILITY TRENCH
DRAIN, TYP
_________B3
SB521
SIM
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S T
E M
S C
O M
M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
L F
A C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
T E
M S
C O
M M
A N
D
M
ID
-A T
LA
N
TI
C
N A
V A
L S
T A
T
IO
N N
O R
F O
L K
N
O R
F O
L K
V
A
AS NOTED
N E
W P
O R
T , R
H O
D E
IS
LA
N D
M
ID
L A
N T
D C
B L
N A
V A
L S
T A
T
IO
N N
E W
P O
R T
N O
A A
O M
A O
S H
IP
S U
P P
O R
T F
A C
IL
IT
Y R
E
LO
C A
TI
O
N
1562331
RS/RC
EJA
DSN
04OCT2022
Timothy Calohan, PE, NOAA Senior Project Manager
N4008524C0002
SB116
P
IE
R
S U
B S
TR
U
C
TU
R E
P
LA
N
A R
E A
G
PRG
12873995
JMM CAM
NEK
1/8" = 1'-0" A1
SUBSTRUCTURE PLAN - AREA G
4' 8' 16'0'
PLAN
NORTH PLAN
NORTH
ABD CEFG
H
KEY PLAN
1. FENDER PILE MARKS SHOWN ON SOUTH SIDE OF PIER,
NORTH SIDE SIMILAR.
SHEET NOTE
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
R
E M
O V
E B
ID
O
P T
IO
N
/0
2/
R
File details come from the government source that posted it. Updated .