USCG OPC Pier Amendment 0009 Drawings.pdf
PDF 608 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 comprises architectural elevation drawings for a USCG (United States Coast Guard) pier construction project, specifically detailed pier elevations from Bent 14 to Bent 0 (South) and Bent 0 to Bent 14 (North). The drawings are prepared by Stantec and reference the USCG OCR Homeport Initiative OPC Pier 1 project, with file identifiers USCG-1737829-S and drawing numbers S-203 and S-206.
The pier structure includes multiple technical specifications and components: 125-ton mooring bollards (typical), 16-inch x 0.5-inch thick steel pipe fender piles (typical), 30-inch diameter 3/4-inch thick concrete-filled steel pipe piles, raised utility trenches with curbs, inboard substations, emergency showers, sewer pipe supports, manholes, and CIP concrete beams. Water elevations are marked at MHW EL 1.62 and MLLW EL -2.12, with the top of pier deck at 13.00 feet elevation. The drawings show bent spacing varying from 11 feet to 25 feet, with approach slab slopes at 6.7 percent. Existing conditions are referenced including existing pile fill requirements and concrete structures with batter piles. General sheet notes reference subsurface and geotechnical data, specifications for additional information, steel framing details, and construction coordination with existing infrastructure. The drawings were last updated on 8/18/2026 and include standard federal survey and navigation information.
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Text version
34567891011121314
TOP OF PIER DECK
EL 13.00'
▽MHW EL 1.62
▽MLLW EL -2.12
INBOARD
SUBSTATION
LIFE RING, TYP
EMERGENCY
LADDER, TYP
16" X 0.5" THK STL PIPE
FENDER PILE, TYP
FFF, TYP
125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE, TYP
M A
T C
H L
IN
E
S E
E A
S -2
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE,
TYP
EXIST PZ35 PILE W/
TIP EL -29.00 ±
RAISED UTIL
TRENCH CURB
CIP CONC
BEAM
TOP OF EXIST CAP
CHANNEL, EL 11.0 ±
APPROX MUDLINE.
SEE NOTE 1
SLOPE 6.7%
25' - 0" 25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 25' - 0" 25' - 0" 15' - 6" 18' - 0"
EXIST CONC DM W/
BATTER PILES
EXIST PZ32
SHT PILE
MANHOLE,
TYP
SEWER PIPE
SUPPORT,
TYP
SEE S-601 FOR
ESTIMATED HWR
EL AT LANDSIDE
SEE NOTE 1
SEE NOTE 1
1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.
SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.
4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
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
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
/1
/2
:1 :1
P
M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In it ia ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1 -S
.r v t
S-203
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
T
IV
E O
P C
P
IE
R
P
IE
R S
O U
TH
E
R N
E
LE
V A
TI
O
N
S H
E E
T
O F
MJF
12936677
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T, R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
06 FEB 2026
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 14 TO BENT 0 - SOUTH
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
3 4 5 6 7 8 9 10 11 12 13 14
TOP OF PIER DECK
EL 13.00'
▽ MHW EL 1.62
▽ MLLW EL -2.12
0 1 2
EXIST PZ32 PILE
16" X 0.5" THK STL PIPE
FENDER PILE, TYP
FFF, TYP 125-TON MOORING
BOLLARD, TYP
36" DIA CONC-FILLED
STL PIPE PILE, TYP
INBOARD SUBSTATION
M A
T C
H L
IN
E
S E
E A
S -2
30" DIA 3/4" THK
CONC-FILLED
STL PIPE PILE,
TYP
EXIST PZ35 PILE
W/ TIP EL -29.00 +/-
RAISED UTILITY
TRENCH CURB
CIP CONC
BEAM
MANHOLE,
TYP
APPROACH SLAB
APPROX MUDLINE.
SEE NOTE 1
SLOPE 6.7%
25' - 0"25' - 0"25' - 0"11' - 0"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"21' - 6"25' - 0"25' - 0"15' - 6"18' - 0"
EXIST CONC DM
W/ BATTER PILES
25' - 0"
SEWER PIPE
SUPPORT, TYP
SEE NOTE 1
SEE NOTE 1
1. SEE S-601 AND S-602 FOR SUBSURFACE AND PILE TIP ELEVATIONS.
SUBSURFACE INFORMATION IS APPROXIMATE BASED ON LIMITED
GEOTECHNICAL DATA.
2. SEE ATTACHMENT A IN THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
FOR EXISTING CONDITIONS.
3. BASE STEEL FRAMING FOR AC ENCLOSURE NOT SHOWN FOR CLARITY.
4. SEE NOTE 5 ON S-109 FOR PILE CONSTRUCTION WITHIN EXISTING RIPRAP.
5. SEE DRAINAGE DRAWINGS S-137 AND S-138 FOR LONGITUDINAL SLOPE,
TYPICAL.
GENERAL SHEET NOTES:
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
T
IC
N A
V A
L S
T A
T
IO
N
N O
R F
O L K
V
A
AS NOTED
S Y
M D
E S
C R
IP
T
IO
N
D A
T E
A P
P R
/1
/2
:1 :1
P
M
A u to d e s k D o c s /2
U
S C
G O
C R
H o m e p o rt
In it ia ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1 -S
.r v t
S-206
U S
C G
O C
R H
O M
E P
O R
T
IN
IT
IA
T
IV
E O
P C
P
IE
R
P
IE
R N
O R
T H
E R
N E
LE
V
A
TI
O N
S
H E
E T
O
F
MJF
12936680
JZ SA
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
O R
T, R
I N
A V
A L
S T
A T
IO
N
N E
W P
O R
T
JWJ
NEK
HPN
C I
C O
R E
H
A M
P T
O N
R O
A D
S
S -2
06 FEB 2026
SCALE: 1/16" = 1'-0"
A2
PIER ELEVATION BENT 0 TO BENT 14 - NORTH
1/16" = 1' - 0" 0 5' 10' 20' 30' 60'
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
| Sheets |
| S-203 - PIER SOUTHERN ELEVATION - SHEET 3 OF 3 |
| S-206 - PIER NORTHERN ELEVATION - SHEET 3 OF 3 |
| 2026-08-19T14:11:31-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2026-08-19T14:11:32-0400 | |
| Norfolk, VA | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
2026-08-19T14:12:33-0400
2026-08-19T14:12:33-0400
File details come from the government source that posted it. Updated .