Attachment V - Pier 1 - Amendment 004 Drawings.pdf
PDF 6 MB 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 and engineering drawings for the demolition and reconstruction of Pier 1 at a U.S. Coast Guard facility. The project scope includes complete demolition of the existing pier structure and appurtenances, including fender pile systems, followed by new construction of a reinforced concrete pier with steel sheet piling bulkheads, utility systems, and associated infrastructure.
The demolition phase requires removal of all existing structures within designated limits, extraction of all piles and pile stubs, identification and proper handling of hazardous materials (lead-containing paint on steel mooring cleats, bollards, and pier surfaces; potentially PCB-containing electrical transformers and equipment; and mercury-containing fixtures in Buildings 394, 395, and 396). Lead content percentages are specified for different paint locations (0.14% on steel mooring cleats, 0.0043% on steel fender pier, 0.00055% on concrete deck curb). The new construction includes a concrete pier deck measuring 80 feet wide and approximately 1,000 feet long, supported by 36-inch diameter concrete-filled steel pipe piles arranged in multiple bents, reinforced concrete pile caps, precast concrete planks, and cast-in-place concrete structural elements. Utility infrastructure includes storm drainage pipe networks, fresh water distribution systems, electrical ductbanks, cast-iron manholes with drainage provisions, and hydrant connections. The drawings indicate expansion joints throughout the structure, load-bearing capacity specifications, and detailed reinforcement schedules for concrete elements with various rebar configurations and spacing requirements.
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Text version
1. DEMOLISH AND REMOVE FROM THE GOVERNMENT PROPERTY THE EXISTING PIER 1 STRUCTURE AND ALL APPURTENANCES WITHIN LIMITS OF DEMOLITION IN THEIR ENTIRETY, INCLUDING THE FENDER PILE SYSTEM, AS NOTED IN ALL DEMOLITION DRAWINGS. IDENTIFY AND REMOVE ALL CONSTRUCTION AND DEMOLITION DEBRIS FROM BAY AROUND CONSTRUCTION SITE, INCLUDING ALL MISCELLANEOUS SMALL DEBRIS AND BEAMS. USE APPROPRIATE METHODS TO PULL ALL PILES IN THEIR ENTIRETY AND REMOVE ALL PILE STUBS, RESULTING FROM DETERIORATION OR DEMOLITION ACTIVITIES, IN THEIR ENTIRETY.
PILE STUBS LOCATED BELOW THE MUDLINE THAT DO NOT CONFLICT WITH PROPOSED PILES MAY REMAIN IN PLACE GIVEN
REQUIREMENTS ARE SATISFIED.
2. FOR ADDITIONAL INFORMATION, SEE EXISTING PIER 1 RECORD DRAWINGS ATTACHED TO THE SPECIFICATIONS AS
REFERENCE DRAWINGS.
3. ASSUME ALL EXISTING COATINGS CONTAIN LEAD.
4. PROTECT EXISTING STRUCTURES, UTILITIES AND STRUCTURES SUPPORTING UTILITIES DESIGNATED TO REMAIN DURING
DEMOLITION.
5. ALL EXISTING STEEL SHEET PILING IS COATED WITH AN EPOXY POLYAMIDE PAINT SYSTEM.
DEMOLITION GENERAL NOTES:
ASBESTOS NOTES
ASBESTOS-CONTAINING MATERIALS (ACM) WERE NOT IDENTIFIED DURING THE HAZARDOUS MATERIALS SURVEY. IF ANY HIDDEN AND PREVIOUSLY UNDETECTED SUSPECT ACM IS UNCOVERED DURING DEMOLITION ACTIVITIES, WORK MUST BE STOPPED AND THE MATERIAL TESTED FOR ASBESTOS CONTENT. ALL ACM MUST BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE STATE AND FEDERAL REQUIREMENTS.
LEAD NOTES
LEAD IS CONTAINED IN PAINT IN THE FOLLOWING LOCATIONS:
DURING THE SURVEY, LEAD FILLING WAS OBSERVED IN THE ANCHORING HOLES OF THE MOORING CLEATS AND BOLLARDS ON THE
PIER. APPROXIMATELY 20 MOORING CLEATS AND TWO DOUBLE BOLLARDS WERE OBSERVED.
IF THERE ARE ANY MODIFICATIONS TO THE RENOVATION SCOPE OF WORK, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE PRESENCE OR ABSENCE OF LEAD IN PAINT TO BE IMPACTED BY THE MODIFICATIONS AND FOLLOWING THE APPROPRIATE
LEAD SAFE WORK PRACTICES.
THE PRESENCE OF LEAD IN PAINT REQUIRES THAT ANY RENOVATION OR DEMOLITION WORK BE PERFORMED UNDER THE WORKER
PROTECTION REQUIREMENTS OUTLINED IN 29 CFR 1926.62.
PCB/MERCURY NOTES
DURING THE INSPECTION, ELECTRICAL TRANSFORMERS AND EQUIPMENT WERE OBSERVED ON THE PIER 1, BUT IT IS UNKNOWN IF
THIS EQUIPMENT CONTAINS PCBS.
DURING THE INSPECTION, POTENTIAL MERCURY-CONTAINING FIXTURES WERE OBSERVED IN THE FOLLOWING
AREAS:
• BUILDING 394: 7 POTENTIAL MERCURY-CONTAINING FLUORESCENT LIGHT BULBS.
• BUILDING 395: 2 POTENTIAL MERCURY-CONTAINING FLUORESCENT LIGHT BULBS AND 1 ASSUMED
MERCURY-CONTAINING THERMOSTAT.
• BUILDING 396: 2 POTENTIAL MERCURY-CONTAINING FLUORESCENT LIGHT BULBS, 4 POTENTIAL
MERCURY-CONTAINING EXTERIOR LIGHTS, AND 1 ASSUMED MERCURY-CONTAINING THERMOSTAT.
HAZMAT NOTES FOR PIER 1 DEMOLITION
PAINT WITH LEAD
BLUE PAINT CHIPS - ON PIER CONC DECK CURB
GRAY PAINT CHIPS - ON STEEL FENDER PIER OUTBOARD
OF REINFORCED CONC DECK
BLACK PAINT CHIPS - ON STEEL MOORING
CLEATS AND DOUBLE BITS
LEAD CONTENT (% WEIGHT)
0.00055
0.0043
0.14
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
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M E
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O F
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E N
A V
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A V
A L
F A
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IN
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IN
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S C
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M A
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V A
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12936624
JZ KCJ
Frank Cole USCG MASI
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1826479
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06 FEB 2026
A
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N D
M E
N T
/1
/2
V M
G
M H
T F
.6
F
IL
L E
D W
/D
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T
S T
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L S
H E
E T P
IL
E
B
IT
U M
IN
O
U S
C U
R B
W
WW
W x;D
W x;D x;D
W
W
REMOVED BY
OTHERS, SEE NOTE 2
BULKHEAD S45N
M A
T C
H
LI
N E
STONE BREAKWATER
EXPANSION JOINT, TYP
LIGHT POLE, TYP
TIMBER, TYP
RAILROAD TRACKS, TYP
METAL PLATE, TYP
BUILDING 395 BUILDING 394
SD103
A2
DEMO PART PLAN
FENDER SYSTEM, TYP
BULKHEAD S366
RIP RAP REVETMENT
1954 BULKHEAD
1,580' - 3"±
C3
SD301
TYP
SD104
B2
C3
SD601
C1
SD601
A3
SD602
- - - - - - - - - - - - - - - - - - - - - - - - - - - - C1
SD602
A1
SD602
C4
SD601
C3
SD602
A1
SD601
A4
SD601
A3
SD601
102030405060708090100
M A
T C
H
LI
N E
BUILDING 396
1580'-3" ±
EJ, TYP
LIGHT POLE, TYP
0'
0"
110120130140150159
LEGEND:
LIMITS OF DEMOLITION
SHEET KEYNOTES:
1. DEMOLISH EXISTING PORTION OF PIER 1 AND ALL APPURTENANCES. PIER
SUPPORT AND FENDER PILES WILL ALL BE CUT OFF AT THE LOWER ELEVATION
OF EITHER
A) THREE FEET BELOW THE DREDGE ELEVATION OR
B) TWO FEET BELOW THE MUDLINE ELEVATION IF THE MUDLINE ELEVATION IS
AT OR BELOW THE MINIMUM DRAFT ELEVATION. ALL REMOVED AND CUT-OFF
PILES WILL BE SHOWN ON THE AS-BUILT DRAWINGS.
2. REMOVE AND DISPOSE OF EXISTING TIMBER DEBRIS.
3. STONE FILL AT EXISTING STONE BREAKWATER TO BE REMOVED AND
REINSTALLED AFTER BULKHEAD S45S INSTALLATION.
4. CUT DOWN AND DISPOSE OF EXISTING STEEL SHEET PILING TO ELEVATION 4.0
ADJACENT TO PIER REPLACEMENT LIMIT, TYPICAL. SEE DRAWING SD201 FOR
DETAILS.
5. CUT DOWN AND DISPOSE OF EXISTING STEEL SHEET PILING TO ELEVATION 4.5.
6. REMOVAL OF EXISTING PIER PILES WILL BE PERFORMED USING ONLY THE
METHODS DESCRIBED HEREIN. VIBRATORY EXTRACTION METHODS ARE
EXPRESSLY PROHIBITED. REMOVAL OF SEDIMENT AROUND THE PILES USING A
CLAMSHELL BUCKET OR ANY METHOD THAT INVOLVES EXCAVATING AND
RELOCATING SEDIMENT IS NOT PERMITTED AND WILL BE CONSIDERED
DREDGING. ACCEPTABLE PILE REMOVAL METHODS INCLUDE: (1) ATTEMPTING
DIRECT EXTRACTION OF PILES USING A CRANE; (2) USE OF A LONG-REACH
EXCAVATOR EQUIPPED WITH A SMALL BUCKET TO GENTLY DISPLACE
SURROUNDING SEDIMENT TO PROVIDE ACCESS TO APPROXIMATELY 2 TO 3
FEET BELOW THE MUDLINE, PROVIDED THAT SEDIMENT IS NOT EXCAVATED,
STOCKPILED, OR SIDE-CAST; (3) USE OF WATER JETTING TO CREATE A
TEMPORARY VOID AROUND THE PILES TO FACILITATE ACCESS AND REMOVAL.
FOR ALL APPROVED METHODS, TURBIDITY GENERATED DURING PILE REMOVAL
ACTIVITIES WILL BE CONTAINED WITHIN TURBIDITY CURTAINS INSTALLED
AROUND THE PIER DEMOLITION AREA AND MAINTAINED FOR THE DURATION OF
WORK. IN ADDITION, LARGE RIP RAP AND DEBRIS LOCATED ALONG THE
SURFACE OF THE EXISTING S45S REVETMENT MAY BE REMOVED AS
NECESSARY TO FACILITATE THE WORK, TEMPORARILY STORED, AND
REPLACED IN THEIR ORIGINAL LOCATION FOLLOWING COMPLETION OF PILE
REMOVAL ACTIVITIES; HOWEVER NO DREDGING OR REMOVAL OF UNDERLYING
SEDIMENTS WILL BE ALLOWED.
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
FA
C
IL
IT
IE
S E
N G
IN
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IN
G
S Y
S
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ID
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A N
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N A
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T A
T
IO
N
N O
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O L K
V
A
AS NOTED
S Y
M D
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C R
IP
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IO
N
D A
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A P
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A u to d e s k D o c s /2
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SD101
U S
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IN
IT
IA
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A
LL
S
TR
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TU
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A L
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M O
LI
TI
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P
LA
N
B A
S E
B
ID
MJF
12936625
JZ KCJ
Frank Cole USCG MASI
MRI/CWJ
1826479
N E
W P
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T, R
I N
A V
A L
S T
A T
IO
N
N E
W P
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JWJ
NEK
HPN
C I
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A D
S
S D
06 FEB 2026
PLAN
NORTH
SCALE: 1" = 60'-0"
OVERALL STRUCTURAL DEMOLITION PLAN
1" = 60' 0 60' 240'120'
1. PROTECT EXISTING BULKHEAD SHEET PILES, TIE RODS, DEADMAN SYSTEM
AND CONCRETE HEADWALL AND COPING DURING DEMOLITION.
2. A PORTION OF THE EXISTING PIER 1 AND EXISTING BULKHEAD S366 NEAR THE
LANDWARD END OF THE PIER HAS BEEN DEMOLISHED TO FACILITATE
CONSTRUCTION OF BULKHEAD S366 UNDER A SEPARATE CONTRACT.
3. FOR EXISTING PORTION OF PIER STRUCTURE, SEE AS-BUILTS AND SURVEY
DRAWINGS V-105 THROUGH V-109. ALL ITEMS SHOWN ON THE DRAWINGS
SHALL BE DEMOLISHED.
4. THE EXISTING PIER IS CONDEMNED AND MUST NOT BE USED FOR ANY
PURPOSE.
5. VERTICAL LOAD AT BULKHEAD ALONG PIER 1 IS RESTRICTED TO AN
ALLOWABLE UNIFORM LIVE LOADING OF 600 PSF.
6. FOR ADDITIONAL INFORMATION ON DEMOLITION WITHIN BULKHEAD S45S
LIMITS, SEE DRAWING SD104.
7. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR THE RECORD DRAWINGS
OF EXISTING CONDITIONS. NOTE THAT RECORD DRAWINGS REFLECT
ORIGINAL CONSTRUCTION AND SITE CONDITIONS ARE SUBJECT TO CHANGES
OVER TIME.
GENERAL SHEET NOTES:
A
M E
N D
M E
N T
/2
3/
V
M G
A
M E
N D
M E
N T
/1
5/
V
M G
C B
T Y
P E
C L
T F
.21
IN
V
O U
T
.7
S T
E E
L S H
E E
T P
ILE
W W x;E
W W
W
W
P
IE
R
W
ID
TH
BULKHEAD AND
OUTFALL DEMO
PART PLAN
SD103
A2
M A
T C
H L
IN
E
S E
E B
S D
EXPANSION JOINT, TYP
CONCRETE ENCLOSURE, TYP LIGHT POLE, TYP
TIMBER, TYP
RAILROAD TRACKS, TYP
METAL PLATE,
TYP
/2
CLEAT, TYP
SEE NOTE 1
469' - 10"±
SEE NOTE 3
5'
0"
1,580' - 3"±
M A
T C
H L
IN
E
S E
E A
S D
M A
T C
H L
IN
E
S E
E C
S D
548' - 10"
1,580' - 3"±
M A
T C
H L
IN
E
S E
E B
S D
1,580' - 3"±
548' - 5"±
LEGEND:
LIMITS OF DEMOLITION
SHEET KEYNOTES:
1. DEMOLISH EXISTING PIER 1 AND ALL APPURTENANCES.
PIER SUPPORT AND FENDER PILES MUST BE CUT OFF A
MINIMUM OF EITHER THREE FEET BELOW THE DREDGE
ELEVATION OR TWO FEET BELOW THE MUDLINE.
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
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
TE
M S
C O
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ID
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T A
T
IO
N
N O
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AS NOTED
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IN
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MJF
12936626
JZ KCJ
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
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N
N E
W P
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JWJ
NEK
HPN
C I
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H
A M
P T
O N
R O
A D
S
S D
06 FEB 2026
PLAN
NORTH
SCALE: 1" = 30'-0"
DEMOLITION PLAN - PART 1 OF 3
C2
PLAN
NORTH
SCALE: 1" = 30'-0"
DEMOLITION PLAN - PART 2 OF 3
B2
PLAN
NORTH
SCALE: 1" = 30'-0"
DEMOLITION PLAN - PART 3 OF 3
A2
1" = 30' 0 30' 120'60'
DOUBLE BITT, TYP
TIMBER, TYP (IN DISREPAIR)
1. A PORTION OF THE EXISTING PIER 1 AND EXISTING BULKHEAD S366 NEAR
THE LANDWARD END OF THE PIER HAS BEEN DEMOLISHED TO FACILITATE
CONSTRUCTION OF BULKHEAD S366 UNDER A SEPARATE CONTRACT.
2. SEE DEMOLITION GENERAL NOTES ON SD101.
3. SEE SD103 FOR BULKHEAD DEMOLITION LIMITS.
4. REFER TO APPENDIX A OF THE SPECIFICATIONS FOR THE RECORD
DRAWINGS OF EXISTING CONDITIONS. NOTE THAT RECORD DRAWINGS
REFLECT ORIGINAL CONSTRUCTION AND SITE CONDITIONS ARE SUBJECT
TO CHANGES OVER TIME.
GENERAL SHEET NOTES:
SD101
SD101
SD101
A
M E
N D
M E
N T
/1
5/
V
M G
A
E
F
383940414243
C1
S-304
6'
6"
6'
6"
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK, TYP
3' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
C
C PIERL
C2
S-301
25' - 0"
1000' - 0"
1 6
5' - 6"
TYP
7' - 4"3' - 3"
T Y
P 3'
0"
TYP
7' - 8"
LIMITS OF
SUBSTATION
ABOVE
C3
S-307
D
TYP
5' - 0"
TYP
20' - 0"
T Y
P 3'
6"
T Y
P 2'
0"
T Y
P 1'
6"
1' - 6"
1' - 6"
S-508 A1
BLOCKOUT AND
REINF DETAILS,
TYP
T Y
P
8'
9"
T Y
P 3'
6"
S-508 A1
S-509 A1
B4
S-512
TYP
T Y
P
8'
3/
4"
B1
S-512
C2
S-513
A2
S-513
A1
S-513
C2
S-513
TYP
B4
S-513
TYP
TYP
11' - 9"
A1
S-513
SIM
SIM
SIM
SIM
B2
S-510
SIM
C1
S-510
SIM
A1
S-510
SIM
B2
S-510
TYP
C2
S-510
TYP
B1
S-513
TYP
A1
S-513
SIM
T Y
P
T Y
P
8'
9"
6'
1/
2"
A3
S-512
8' - 0"
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
SHEET KEYNOTES:
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS CONCRETE HEAD
WALLS AND WITHIN UTILITY TRENCHES. SEE DRAWING
S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB, UNLESS NOTED OTHERWISE.
4. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
TL
A 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
:2 :3
A
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 iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-110
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936646
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 1 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
8. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
14. 5'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
15. CAST-IN-PLACE 12" THICK VAULT SLAB, TYPICAL.
18. 6'-2 1/2" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
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
SEAL
E
F
3031323334353637
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK, TYP
25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6" 21' - 6" 11' - 0"
C
C PIERL
A2
S-301
A3
S-308
C3
S-308
25' - 0" 25' - 0"
1000' - 0"
6'
6"
6'
6"
GAP, TYP
5"
TYP
16' - 6"
TYP
5' - 6"
TYP
5' - 0"
TYP
20' - 0"
TYP
5' - 0"
TYP
5' - 0"
TYP
2' - 0"
D
A3
S-307
T Y
P 3'
0"
T Y
P
8'
9"T Y
P 3'
6"
T Y
P 1'
6"
T Y
P 2'
0"
B4
S-512
TYP
B3
S-512
TYP
C2
S-513
TYP
B2
S-510
TYP
C1
S-510
TYP
A2
S-513
SIM
A1
S-513
SIM
C2
S-513
TYP
C1
S-510
TYP
A2
S-513
SIM
B1
S-510
SIM
B1
S-513
A1
S-516
TYP
TYP
8' - 9"
A1
S-507
A3
S-507
T Y
P
TYP
4' - 7"
A4
S-512
SIM
A4
S-512
SIM
SIM
TYP
4' - 8"
T Y
P 2'
4"
8' - 0"
8'
0"
20' - 0"
8' - 0"
SHEET KEYNOTES:
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS CONCRETE HEAD
WALLS AND WITHIN UTILITY TRENCHES. SEE DRAWING
S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB, UNLESS NOTED OTHERWISE.
4. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
TL
A 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
:3
:1
A
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 iti a ti v e O
P C
P ie r_
/P
IE
R
U S
C G
-1
-S
.r v t
S-111
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936647
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 2 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.
17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
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
SEAL
E
F
242526272829
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK TYP
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0"
C
25' - 0"
1000' - 0"
6'
6"
6'
6"
C PIERL
TY
P
3'
0"
TYP
5' - 0"
TYP
20' - 0"
D
TY
P
3'
6"
TY
P
8'
9"
TY
P
2'
0"
TY
P
1'
6"
A3 S-311
B4 S-512
TYP
C1
S-510
TYP
- - - - - - - - - - - - - - - - - - - - - - - - - - - - A2 S-513
SIM
B1 S-513
TYP
- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510
SIM
TY
P
8" THK PARTITION
WALL, SEE NOTE 4.
8"
20'-0" A4 S-517
TYP
SHEET KEYNOTES:
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY
TRENCHES. SEE DRAWING S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB.
4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN
PARTITION WALL, UNLESS NOTED OTHERWISE.
5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
/2
/2
:2 :2
A
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-112
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936648
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 3 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.
17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.
A
M E
N D
M E
N T
/0
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
E
F
17181920212223
M A
T C
H L
IN
E
S E
E A
S -1
EDGE OF PIER
DECK, TYP
25' - 0" 25' - 0" 11' - 0" 25' - 0" 25' - 0" 25' - 0"
C
C PIERL
25' - 0"
1000' - 0"
25' - 0" 6'
6"
6'
6"
M A
T C
H L
IN
E
S E
E A
S -1
TYP
5' - 7"
GAP, TYP
5"
TY
P
3'
0"
TYP
5' - 0"
TYP
20' - 0"
D
TY
P
3'
6"
TY
P
8'
9" TY
P
1'
6"
TY
P
2'
0"
TY
P
3'
6"
B4 S-512
TYP
3C1 S-510
TYP
A2 S-513
SIM
B1 S-513
TYP
- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510
SIM
C1 S-516
TYP
TYP
8' - 9"
TY
P
8" THK PARTITION
WALL, SEE NOTE 4.
A4 S-517
20' - 0"
8"
SHEET KEYNOTES:
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY
TRENCHES. SEE DRAWING S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB.
4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN
PARTITION WALL, UNLESS NOTED OTHERWISE.
5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
/2
/2
:2 :3
A
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-113
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936649
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 4 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.
17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.
A
M E
N D
M E
N T
/0
/2
V M
G
A
M E
N D
M E
N T
/1
/2
V M
G
E
F
10111213141516
M A
T C
H L
IN
E
S E
E A
S -1
M A
T C
H L
IN
E
S E
E A
S -1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 11' - 0"
C
6'
6"
6'
6"
C PIERL
25' - 0" 25' - 0"
1000' - 0"
EDGE OF PIER
DECK, TYP
EJ, TYP
5"
TYP
5' - 0"
TYP
2' - 0"
TYP
5' - 6"
TYP
5' - 0"
TYP
20' - 0"
TYP
5' - 7"
D
TY
P
3'
6"
TY
P
8'
9"
TY
P 3'
0"
TY
P
1'
6"
TY
P
2'
0" B3 S-512
B4 S-512
TYP
C1 S-510
TYP
A2 S-513
SIM
B1 S-513
TYP
- - - - - - - - - - - - - - - - - - - - - - - - - - - - B1 S-510
SIM
C2 S-513
TYP
B2
S-510
TYP
B2 S-510
TYP
C1 S-513
C1 S-516
A4 S-512
TYP
8' - 9"
TY
P
A4 S-512
TYP
4' - 9"
TY
P
5'
9"
8' - 0"
8"
8' - 0"
8' - 0"
8'
0" 20' - 0"
8' - 0"
20'-0"
A4 S-517
TYP
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
SHEET KEYNOTES:
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS CONCRETE HEAD
WALLS AND WITHIN UTILITY TRENCHES. SEE DRAWING
S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB, UNLESS NOTED OTHERWISE.
4. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
/2
/2
:1 :2
A
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-114
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936650
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 5 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
16. CAST-IN-PLACE 8" THICK HEAD WALL, TYPICAL.
17. 4'-0" WIDE BY 1'-0" DEEP END WALL AT EJ, TYPICAL.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
A
M E
N D
M E
N T
/2
/2
V M
G
A
M E
N D
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/0
/2
V M
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A
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M E
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/1
/2
V M
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E
F
456789
A3 S-304
EDGE OF PIER
DECK, TYP
M A
T C
H L
IN
E
S E
E A
S -1
25' - 0" 25' - 0" 25' - 0" 25' - 0" 21' - 6"
C
TY
P
1'
6"
TY
P
3'
0"
3'
6"
TY
P
8'
9"
TY
P
3'
0"
C3 S-309
C PIERL
C2 S-302
25' - 0"
1000' - 0"
6'
6"
6'
6"
TYP
5' - 0"
TYP
6' - 2" 5' - 0"
TYP
8' - 10"
M A
T C
H L
IN
E
S E
E A
S -1
LIMITS OF
SUBSTATION ABOVE
C1 S-512
D
5'
3"
TY
P
1'
6"
TY
P
2'
0"
A3 S-309
TY
P
3'
6"
B4 S-512
TYP
B2 S-513
C2 S-513
TYP
C1 S-513
TYP
C1 S-510
TYP
B2 S-510
TYP
B1 S-510
SIM
A2 S-510
C2 S-513
TYP
A4 S-510
B4
S-513
C1 S-513
TYP
SIMTYP
SIMTYP
A4 S-512
TYP
4'-8" Wx 2'-0" H OPNG, TYP
TYP
4' - 8"
TYP
5' - 4"
TY
P
9'
3"
12' - 6"
TYP
16' - 6"
TYP
20' - 0"
TY
P
8" THK PARTITION
WALL, SEE NOTE 4.
2'
3"4' - 8"
8' - 0"
8'-0"
8"
7'
0"
20' - 0"
8' - 0"
20'-0"
A4 S-517
TYP
LEGEND:
# BENT DESIGNATION
A PILE ROW DESIGNATION
36" ⌀ PILE BELOW
ELECTRICAL DUCT BANK
CAST-IN-PLACE CONC SLAB
SHEET KEYNOTES:
1. CONCRETE PIER DECK NOT SHOWN FOR CLARITY.
2. PROVIDE SLEEVE WITH PROPER DIAMETER FOR UTILITY
PIPES AT CONCRETE HEAD WALLS AND WITHIN UTILITY
TRENCHES. SEE DRAWING S-511 FOR DETAILS.
3. SEE DRAWING S-512 FOR REINFORCEMENT DETAILS IN
CAST-IN-PLACE SLAB.
4. SEE DRAWING S-511 FOR REINFORCEMENT DETAILS IN
PARTITION WALL, UNLESS NOTED OTHERWISE.
5. PLACE VAULT DRAIN AT CENTER OF EACH VAULT UNLESS
NOTED OTHERWISE.
GENERAL SHEET NOTES:
491623303743 0
KEY PLAN
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
/2
/2
:5 :0
A
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-115
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
F R
A M
IN
G
P
LA
N
S H
E E
T
O F
MJF
12936651
JZ AAN
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 -1
06 FEB 2026
PLAN
NORTH
SCALE: 1/8" = 1'-0"
FRAMING PLAN - SHEET 6 OF 7
A2
1/8" = 1' - 0" 0 5' 10' 15' 30'
1. CAST-IN-PLACE UTILITY TRENCHES AT BOTH SIDES OF PIER, TYPICAL.
2. 5'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE PILE CAP, TYPICAL.
3. PRECAST CONCRETE MANHOLE, TYPICAL.
4. 3'-0" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
5. 10" HEAVY DUTY SLEEVED DECK DRAIN (2'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
6. UTILITY TRENCH DRAIN WITH ONE WAY VALVE, TYPICAL
7. 3'-6" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, TYPICAL.
9. 5'-3" WIDE BY 4'-0" DEEP CAST-IN-PLACE CONCRETE BEAM, ALONG PILE
ROW C UNDER SUBSTATION.
15. CAST-IN-PLACE 12" THICK VAULT SLAB, TYPICAL.
18. PROVIDE LATERAL UTILITY TRENCH WITH TWO 2'-4" WIDE BY 4'-0" DEEP
CAST-IN-PLACE CONCRETE BEAMS.
19. 10" HEAVY DUTY SLEEVED DECK DRAIN (6'-9" LONG) WITH FRAME AND
GRATE, TYPICAL.
A
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V M
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A
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V M
G
TOP OF PIER DECK EL 13.00'
BOT OF PILE CAP EL 6.50
MLLW EL -2.12
MHW EL 1.62
TOP OF PIER DECK EL 13.00'
BOT OF PILE CAP EL 6.50
MLLW EL -2.12
MHW EL 1.62
#6 @6"
SPA, EW
#6 'U' @6" SPA, TYP
1" NON-SHRINK
GROUT, TYP
#8 @6"
SPA, EW, TYP
4 - #6 EF
9 - 2 #10 BUNDLED
(TOT 18)
36" DIA CONC-FILLED STEEL
PIPE PILE, TYP
GROUT FILLED HDPE
PILE JACKET
9 - 2#9 BUNDLED (TOT 18) #10 @6" SPA,
EA 9'-0" PASSING
BENT CL (TOT 18'-0")
BOT OF PILE CAP
EL 6.50' TYP, UNO
5' - 0"
5" M
IN
V A
R
IE
S
8'
0" 4'
0"
2' - 6" 2' - 6"
3"
C BENT
4 - #6 EFL
P/C CONC
PLANK, TYP
8"
TY
P
1'
6" V
A R
IE
S
0"
M
IN
6 - #8
#5 'U' @6" SPA, TYP
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
PILE CAP, TYP
4 - #9 ADD'L
8 - #9 & 1 - #9 ADD'L
SEE FOR
EJ DETAILS
ADD'L 4 - #9 EA 18'-0" LONG
4 - #6
EF
12 - #9
#5 'U' BAR, TYP
P/C CONC
PLANK, TYP
NOTE:
1. REINFORCEMENT IN PILE CAP, BEAM, AND
TOPPING SLAB ARE NOT SHOWN FOR
CLARITY.
2. SEE DRAWING S-516 FOR ADDITIONAL
REINFORCEMENT.
ADD'L #9
4' - 3" TO END OF 2' - 6"
1'
6"
2" MAX
EL 13.00'
END WALL AT EJ,
FOR REINF DETAILS.
D1 S-522
6"
TYP
S-516 C1
5"1' - 0"
TYP
#6 @6"
SPA, EW
#4 TIES
#6 'U' @6" SPA, TYP
1" NON-SHRINK GROUT, TYP
#8 @6"
SPA, EW,
TYP
4 -#7 EF
9 - 2 #11 BUNDLED
(TOT 18)
36" DIA CONC-FILLED STEEL
PIPE PILE, TYP
GROUT FILLED HDPE
PILE JACKET
9 - 2 #10 BUNDLED (TOT 18)
#10 @6" SPA
18'-0" LONG
BOT OF PILE CAP
EL 6.50' TYP, UNO
5' - 0"
5" M
IN
V A
R
IE
S
8'
0" 4'
0"
2' - 6" 2' - 6"
3"
C BENT
3 - #6 EF
L
P/C CONC PLANK, TYP
8"
TY
P
1'
6" V
A R
IE
S
0"
M
IN
6 - #8
#5 'U' @6" SPA, TYP#6 ALT TIES @
6" SPA, TYP
1. SEE DRAWING S-515 FOR ADDITIONAL INFORMATION ON
REINFORCEMENT IN PRECAST PLANKS.
NOTES:
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
NOTE: A MINIMUM OF 50% OF #11 BUNDELED BARS AT BOT OF BEAM
MUST BE CONTINUOUS THROUGH THE PILE CAP. THE REMAINING BARS
MAY BE TERMINATED IN 90 DEGREE HOOKS. SEE B1 ON DRAWING S-512
FOR MORE INFORMATION.
PILE CAP
(BEYOND), TYP
M
IN
1'
6" 4'
1"
5 - #6#11 BUNDLED, SEE
B1 S-512
#11 BUNDLED,
SEE NOTE
4 - #9 3 - #6
PILE CAP PILE CAP
P/C PLANK (BEYOND), TYP.
5" max #5/#6 @ 6" O.C.
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
/2
/2
:3 :2
A
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-504
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
C O
N C
R E
TE
P
IL
E
C A
P D
E
TA
IL
S
S
H E
E T
O
F
MJF
12936701
JZ AFC
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 -5
06 FEB 2026
1/2" = 1' - 0" 0 1' 5'6" 2' 3' 4'
SCALE: 1/2" = 1'-0" (S-508)
A1
TYPICAL PILE CAP SECTION AT BENTS 1-6, 12-16, & 22-43
SCALE: 1/2" = 1'-0" (S-106)
C3
CANTILEVERED BEAM SECTION AT EXPANSION JOINT
(S-120)
NOT TO SCALE
A3
TYPICAL PILE CAP SECTION AT BENTS 7-11 & 17-21
SCALE = 1/2" = 1'-0" (S-504)
A
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N D
M E
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/1
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V M
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SCALE: 1/4" = 1'-0" (S-106)
C1
TYPICAL BEAM ELEVATION
BOT OF MH EL 2.08'
TOP OF PIER DECK
EL 13.00'
BOT OF PILE CAP
EL 6.50'
CIP CONC SLAB
SWELLABLE
WATERSTOP, TYP
30" OR 36"Ø WATERTIGHT HEAVY-
DUTY CAST IRON MH FRAME
AND COVER (SLAB TYPE)
C MHL
#5 @12" SPA,
T&B, TYP
CIP CONC PILE
CAP, TYP
#5 @12" SPA,
EW, EF,
TYP
EL 7.75' , TYP
POST-INSTALLED
AB 3/4 DIA W/ 10"
EMBED INTO PILE
CAP @ 24", TYP
5"
M
IN
7'
6"
1'
3"
TYP
2"
CONT L8x6x1/2, TYP
#4 U BARS @ 12 @
SWELLABLE WATERSTOP,
TYP
CAST-IN 3/4" DIA
BOLTS @12" SPA, TYP
#8@6"
SPA, EF
P/C MH, TYP
CONT PL 1'-6"Wx1/2"
THK, TYP
TY
P
M
IN
10" MIN
C
C1 S-517
36"⌀ CONC-FILLED
STL PIPE PILE, TYP
CIP CONC
BEAM, TYP
CIP CONC PILE
CAP, TYP
SWELLABLE WATERSTOP,
TYP
#8 @6" OC ,EF
D
C2 S-505
POST-INSTALLED
AB 3/4 DIA W/ 10"
MIN EMBED INTO
PILE CAP @24" SPA,
TYP
CONT L8x6x1/2, TYP
1/2" THK AND 1'-6"
WIDE CONT PL, TYP
CAST-IN 3/4" DIA
File details come from the government source that posted it. Updated .