Attachment AJ - 1806701Amend0005-DWG.pdf
PDF 12 MB Posted
- Solicitation number
- N6247024R0062
About this file
The uploaded file is a collection of 34 technical engineering drawings (sheets) for the Dry Dock 3 Modernization Project at Norfolk Naval Shipyard in Portsmouth, Virginia. The drawings provide detailed structural, mechanical, electrical, plumbing, and telecommunications plans for the modernization of Dry Dock 3, which is part of a military construction project (MILCON P1062) for the Department of the Navy.
The technical drawings cover various aspects of the project, including construction phasing, structural elevations, electrical power and telecommunications plans, panel schedules, equipment layouts, and platform details. Key elements include relocating electrical substations, installing new generators, redesigning electrical and mechanical systems, and modifying the dry dock's infrastructure. The drawings are dated between November 2024 and May 2025, indicating a comprehensive planning phase for the modernization project, with specific attention to complex technical requirements across multiple engineering disciplines.
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ACTIVITY
FOR COMMANDER NAVFAC
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A/E INFO
OF
EPROJECT NO.:
PM/DM
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WILLIAM B. FORBES, PE
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
PLAN
NORTH
SCALE:1" = 30'
CONSTRUCTION PHASING PLAN
60'0 30'
1. SUBMARINE REPAIRS IN DRY DOCK 3 WILL BE ONGOING THROUGH
MARCH 2026.
2. TOPSIDE ACCESS AROUND DRY DOCK 3 WILL NOT BE AVAILABLE
UNTIL JULY 2026.
3. ACCESS TO THE DRY DOCK 3 PUMPWELL WILL NOT BE AVAILABLE
UNTIL JULY 2026.
4. ACCESS TO THE INTERIOR OF DRY DOCK 3 WILL NOT BE AVAILABLE
UNTIL SEPTEMBER 2026.
5. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE DRY DOCK 3
TEMPORARY ENTRANCE COFFERDAM CANNOT BEGIN UNTIL
SEPTEMBER 2026.
6. CONTRACTOR CAN REQUEST NAVSEA REMOVAL OF THE DRY DOCK 3
CAISSON AT ANY TIME BEGINNING IN SEPTEMBER 2026. PROVIDE AT
LEAST 15 CALENDAR DAYS NOTICE TO THE CONTRACTING OFFICER
PRIOR TO THE REQUESTED REMOVAL DATE. THE CAISSON MUST BE
REMOVED PRIOR TO THE START OF COFFERDAM CONSTRUCTION
ACTIVITIES.
7. NAVSEA RAILROAD AND CRANE RAIL ACCESS IS REQUIRED ALONG
THE NORTH SIDE OF DRY DOCK 3 AT VARIOUS TIME DURING THE
COURSE OF THE DRY DOCK 3 MODERNIZATION PROJECT. ACCESS IS
REQUIRED TO SUPPORT SHIPYARD ACTIVITIES IN AND AROUND THE
M-140 ENCLOSURE. SEE PHASING NOTES FOR ADDITIONAL
INFORMATION.
M-140 RESTRICTION NOTES
1. EVOLUTION 1
A. RAILROAD ACCESS TO M-140
(1) 05/01/2026 THROUGH 08/31/2026 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 09/01/2027 THROUGH 02/28/2028 (NO RAILROAD
OUTAGES ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 04/22/2027 THROUGH
04/22/2028
C. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 09/01/2027 THROUGH
02/28/2028
D. ACCESS TO THE REFUELING TUNNEL FROM THE INTERIOR OF
BUILDING 1475 WILL BE UNAVAILABLE FROM 04/15/2027 THROUGH
03/30/2028. DURING THIS TIME THE TUNNEL WILL ONLY BE
ACCESSIBLE FROM THE INTERIOR OF DRY DOCK 3.
2. EVOLUTION 2
A. RAILROAD ACCESS TO M-140
(1) 05/01/2028 THROUGH 08/30/2028 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 01/15/2029 THROUGH 08/15/2029 (NO RAILROAD
OUTAGES ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 01/15/2029 THROUGH
08/15/2029
C. NORTH SIDE CRANE RAIL ACCESS - 01/15/2029 THROUGH 08/15/2029
D. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 01/15/2029 THROUGH
08/15/2029
3. EVOLUTION 3
A. RAILROAD ACCESS TO M-140
(1) 06/10/2029 THROUGH 09/10/2029 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 02/20/2030 THROUGH 09/20/2030 (NO RAIL OUTAGES
ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 02/20/2030 THROUGH
09/20/2030
C. NORTH SIDE CRANE RAIL ACCESS - 02/20/2030 THROUGH 09/20/2030
D. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 02/20/2030 THROUGH
09/20/2030
4. WHERE LIMITED RAILROAD ACCESS IS REQUIRED, NAVSEA ONLY
REQUIRES ACCESS DURING A TWO-WEEK PERIOD WITHIN THE
INDICATED TIMEFRAME FOR EACH EVOLUTION.
5. CRANE RAILS WITHIN THE LIMITS SHOWN MUST BE COMPLETE AND
USABLE AT THE START OF THE AVAILABILITY PERIOD FOR EACH
EVOLUTION. AREAS ADJACENT TO THE CRANE RAILS MUST BE
BACKFILLED TO ALLOW PEDESTRIAN AND VEHICLE ACCESS ALONG
THE ACTIVE CRANE RAILS. COMPLETED PAVING IS NOT REQUIRED TO
SUPPORT CRANE ACTIVITY DURING THESE EVOLUTIONS.
PHASING NOTES
1. RESTRICTION ARE ONLY IN PLACE DURING THE PERIODS INDICATED
IN THE PHASING NOTES.
2. NO STORAGE OF COMBUSTIBLE MATERIALS WITHIN 20' OF THE M-140
ENCLOSURE.
3. NO STORAGE OF FLAMMABLE MATERIALS WITHIN 20' OF THE M-140
ENCLOSURE.
4. NO FOSSIL FUEL POWERED EQUIPMENT SHALL BE LEFT UNATTENDED
WITHIN 50' OF THE M-140 ENCLOSURE.
5. NO SMOKING WITHIN 50' OF THE M-140 ENCLOSURE.
6. HOTWORK WITHIN 50' OF THE M-140 ENCLOSURE REQUIRES RFSO
AND CODE 105.3 APPROVAL.
LEGEND
RAILROAD ACCESS REQUIRED
(EVOLUTIONS 1, 2, AND 3)
NORTH CRANE RAIL INTERCONNECT
ACCESS REQUIRED
(EVOLUTIONS 1, 2, AND 3)
NORTH CRANE RAIL
ACCESS REQUIRED
(EVOLUTIONS 2 AND 3)
M-140 BOUNDARY RESTRICTIONS
(EVOLUTIONS 1, 2, AND 3)
BLDG 1475M-140 ENCLOSURE
BLDG 407
BLDG
BLDG 1802
WET
WELL
STA 15+50STA 11+50
OUTER
CRANE RAIL
INNER
CRANE RAIL
SITE ACCESS NOTES
REFUELING TUNNEL
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CL WP OF TYPE 1 STAIR
CLEAT
HORIZONTAL
CONSTRUCTION
JOINT, TYP
TIE DOWN
ANCHOR, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
3' - 7 3/16"
230' - 0"
1' - 4 13/16"
18 PANELS AT 12' - 6"
225' - 0"
N-11 N-13 N-15 N-17 N-19 N-21 N-23 N-25 N-27
VERTICAL PANEL
JOINT, TYP
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
25' - 0"
MIN
5' - 0"
MAINTENANCE PLATFORM
(BID OPTION)
FLIGHT
TYP
LANDING
TYP
FLIGHT, TYP
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :4
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-204
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
N
O R
T H
W A
LL
A
R E
A
WMS
14144950
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 NORTH WALL AREA 104 - STRUCTURAL ELEVATION
A R
E A
S
-2
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTE
10'0 20'
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
MLLW
EL 93.29
R
D W
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
/0
9/
CLEAT
HORIZONTAL
CONSTRUCTION
JOINT, TYP
VERTICAL PANEL
JOINT, TYP
FLIGHT
IN-HAUL RAIL
(BID OPTION)
TYP
11' - 1 3/16"
230' - 0"
6' - 4 13/16"
17 PANELS AT 12' - 6"
212' - 6"
N-29 N-31 N-33 N-35 N-37 N-39 N-41 N-43 N-45
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
TIE DOWN
ANCHOR, TYP
FLIGHT
LANDING
C L
T U
N N
E L
S T
A
5+
16' - 6 9/16"
S-536
A1
9' - 0 1/4"
25' - 0"
MIN
5' - 0"
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :4
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-205
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
N
O R
T H
W A
LL
A
R E
A
WMS
14144951
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 NORTH WALL AREA 105 - STRUCTURAL ELEVATION
A R
E A
S
-2
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
BTM OPENING
EL 86.6
R
D W
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
B
ID
O P
T
IO
N
/0 9/
CL WP OF TYPE 2 STAIR
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
VERTICAL PANEL
JOINT, TYP
TIE DOWN
ANCHOR, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
6' - 1 3/16"
129' - 11 15/16"
11' - 4 3/4"
9 PANELS AT 12' - 6"
112' - 6"
N-47 N-49 N-51 N-53 N-55 N-57
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
REMOVABLE FLIGHT
REMOVABLE LANDING
DRAFT BOARD
(SEE S-550)
S-549
B4
25' - 0"
FLIGHT, TYP
LANDING, TYP
REMOVABLE
FLIGHT
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :4
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-206
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
N
O R
T H
W A
LL
A
R E
A
WMS
14144952
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 NORTH WALL AREA 106 - STRUCTURAL ELEVATION
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.83
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 1
EL 69.42
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. REMOVABLE FLIGHTS AND LANDING MUST BE LIFTED WITHOUT GUARD
RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST HAVE LIFTING
DIAGRAM WITH CENTER OF GRAVITY AND PIECE WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
R
D W
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
B
ID
O P
T
IO
N
/0 9/
CL WP OF TYPE 1 STAIR
3' - 7 3/16"
230' - 0"
1' - 4 13/16"
18 PANELS AT 12' - 6"
225' - 0"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
S-11S-13S-15S-17S-19S-21S-23S-25S-27
FLOOD LIGHTS, TYP
(SEE EP504)
PANEL MARK,
TYP
25' - 0"
MIN
5' - 0" MAINTENANCE PLATFORM
(BID OPTION)
FLIGHT
TYP
LANDING
TYP
FLIGHT, TYP
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :4
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-211
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
S
O U
T H
W A
LL
A
R E
A
WMS
14144954
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 SOUTH WALL AREA 111 - STRUCTURAL ELEVATION
A R
E A
S
-2
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTE
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
R
D W
/0
9/
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
11' - 1 3/16"
236' - 1 3/16"
18 PANELS AT 12'-6"
225' - 0"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
IN-HAUL RAIL
(BID OPTION)
TYP
S-29S-31S-33S-35S-37S-39S-41S-43S-45
PANEL MARK,
TYP
S-47
25' - 0"
FLOOD LIGHTS, TYP
(SEE EP504)
MIN
5' - 0"
FLIGHT
LANDING
FLIGHT
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :5
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-212
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
S
O U
T H
W A
LL
A
R E
A
WMS
14144955
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 SOUTH WALL AREA 112 - STRUCTURAL ELEVATION
A R
E A
S
-2
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. (BID OPTION) REMOVABLE FLIGHTS AND LANDINGS MUST BE LIFTED
WITHOUT GUARD RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST
HAVE LIFTING DIAGRAM WITH CENTER OF GRAVITY AND PIECE
WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR
SPECIFIC PIPE SIZES, FITTINGS, ETC.
SHEET NOTE
10'0 20'
MLLW
EL 93.29
R
D W
/0
9/
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
B
ID
O P
T
IO
N
CL WP OF TYPE 2 STAIR
11' - 4 3/4"
9 PANELS AT 12' - 6"
112' - 6"
TIE DOWN
ANCHOR, TYP
VERTICAL PANEL
JOINT, TYP
CLEAT HORIZONTAL
CONSTRUCTION
JOINT, TYP
S-49S-51S-53S-55S-57
FLOOD LIGHTS
(SEE EP504)
PANEL MARK,
TYP
REMOVABLE FLIGHT
REMOVABLE LANDING
DRAFT BOARD
(SEE S-550 )
25' - 0"
MIN
5' - 0"
A1
S-550
IN-HAUL RAIL
(BID OPTION)
TYP
FLIGHT, TYP
LANDING, TYP
REMOVABLE
FLIGHT
PLAN
NORTH
KEY PLAN
DRY DOCK 2
102101
DRY DOCK 3
DRY DOCK 4
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
01/14/2025
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
/1
/2
:5 :5
P
M C
R e v it \D
R Y
D P
D D
-1
-S
-D D c m e le n d e z m o ff a tt n ic h o l.
c o m
.r v t
S-213
S T
R U
C T
U R
A L
E
LE
V A
T
IO
N
D D
S
O U
T H
W A
LL
A
R E
A
WMS
14144956
RDW CAM
SCALE: 1" = 10'-0"
B1
DD3 SOUTH WALL AREA 113 - STRUCTURAL ELEVATION
A R
E A
S
-2
TOP OF COPING
EL 106.0
TOP OF GRATING
EL 102.5
BOT OF TRENCH
EL 95.0
TOP OF PC PANEL
EL 90.0
TOP OF ALTAR 2
EL 69.42
DOCK FLOOR
EL VARIES
TOP OF ALTAR 1
EL 64.42
SHEET NOTES
1. SEE SHEET S-203 FOR DRY DOCK ELEVATION NOTES.
2. REMOVABLE FLIGHTS AND LANDING MUST BE LIFTED WITHOUT GUARD
RAILS, MUST HAVE FOUR LIFTING PADEYES, MUST HAVE LIFTING
DIAGRAM WITH CENTER OF GRAVITY AND PIECE WEIGHT.
3. SEE MECHANICAL UTILITY DRAWINGS (MS203 THRU MS213) FOR PIPE
SIZES, FITTINGS, ETC.
10'0 20'
MLLW
EL 93.29
R
D W
/0
9/
R E
M O
V E
A B
LE
F
LI
G
H T
/L A
N D
IN
G
B
ID
O P
T
IO
N
'-4
80'-0"
A4 S-405
RIDGE
1% S
LO
PE
SCALE: 3/16" = 1'-0" 0 4' 8' 12'
PLAN - SUBSTATION PLATFORMC1 (S-112)
CONC ACCESS STAIRS SPREAD FOOTER BELOW
EDGE OF RAISED SLAB ON FILL
FOUNDATION WALL BELOW
SPREAD FOOTER BELOW
'-2
20'-0" TYP, UON
'-4
1% S
LO
PE
CONC ACCESS
STAIRS, TYPS-406
C1
PLAN
NORTH
CORNER POST
CONNECTION, TYPS-542
A4TYPICAL FENCE POST
CONNECTION, TYPS-542
A3
SWING GATE, TYP
SLAB REINF
TYP
A3
S-005
DUCT BANK
PENETRATION
PER ELEC, TYP
4'-0"
4'-6"
1/2" PREMOLDED
JOINT FILL, TYP
A1 S-405
DUCT BANK, TYP
NOTE: SEE CIVIL PLAN CS112 FOR WORK
POINTS (WP#X) COORDINATES.
WP#2
WP#1, SEE
NOTE, TYP
WP#3
COMPACTED #21B
2:1
2:1
8'- 0"
EL 108.0
FINISHED GRADE
EL 101.0±
4'-0"
1'- 6"
1'-0"
TYP
RIDGE EL 108.17
CL PLATFORM
6' HIGH FENCE
WEEP HOLE @ 10' C/C, MAX
CONC FOUNDATION WALL
CONC SPREAD FOOTER
RAISED CONC
SLAB ON FILL
1% SLOPE
VA
RI
ES
1'-
3" M
IN
1'-
0"
6"1'-0"
#6 @ 12" OC W/ STD
90° HOOK, TYP, LDH=16"
#6 @ 12" OC, EF
#6 @ 12" OC W/ STD
90° HOOK, EF, LDH=16"
6"
CL
W
EE
P
HO
LE
#6 @ 12" OC, T & B
EL 100.0± 1'-
0" M
IN
PAVEMENT, SEE
CIVIL SHEETS
3/4" CHAMFER
COMPACTED
SELECT FILL
1% SLOPE
#8 @ 12" OC
3" C
LR
TY
P, U
ON
#6 @ 12" OC
2'-0"
TYP
1'- 0"
2x4 SHEAR KEY, TYP
SEE NOTE 3
CLASS B
TYP
HOOK 50%,
ALTERNATE
VA
RI
ES
, 8
'-0
EL VARIES
4'-0"
1'- 6"
1'-0"
TYP
6' HIGH FENCE
WEEP HOLE @ 10' C/C, MAX
CONC FOUNDATION WALL
CONC
SPREAD
FOOTER
RAISED CONC
SLAB ON FILL
1'- 3"
1'- 0"
6"1'-0"
6"
SE
E
NO
TE
CL
W
EE
P
HO
LE
NOTES:
1. WEEP HOLES NOT REQUIRED AT
CONCRETE STAIR LOCATIONS.
2. SEE SECTION A1/S-405 FOR
REINFORCEMENT.
3. AT EACH WEEP HOLE PROVIDE
ONE CUBIC FOOT OF #57 IN
NONWOVEN GEOTEXTILE
SECURED TO CONC FOUNDATION
WALL WITH 1/4" DIA CONCRETE
ANCHOR SCREWS WITH 1" DIA
WASHERS @ 3" OC.
FINISHED GRADE
EL 101.0±
EL 100.0± 1'-
0" M
IN
PAVEMENT, SEE
CIVIL SHEETS
3/4" CHAMFER
COMPACTED
SELECT FILL
2x4 SHEAR KEY, TYP
2:1
COMPACTED #21B
1'- 0"
2'-0"
TYP
2:1
SEE NOTE 3
CLASS B
TYP
A
SEAL
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- S-
5.d wg L
AY
OU
T
NA
ME
: S
UB
ST
AT
IO
N
PL
AT
FO
RM
P
LA
N
AN
D
SE
CT
IO
NS
P
LO
TT
ED
: T ue sd ay
, M ay
, 2
5 -
:55 pm U
SE
R:
tth om ps on
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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 M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
SCALE: 1/2" = 1'-0" 2' 4'0 1'
SECTION - SUBSTATION PLATFORMA1 SCALE: 1/2" = 1'-0" 2' 4'0 1'
SECTION - SUBSTATION PLATFORMA4
JTW
JMM TNT2 RDW
14144979
SU
BS
TA
TI
ON
P
LA
TF
OR
M
P
LA
N
AN
D
SE
CT
IO
NS
S-405
AS NOTED
WE
EP
H
OL
E S
PA
CI
NG
/ D
EL
ET
E L
IG
HT
WE
IG
HT
FI
LL
/3
0/
RD
W
PL
AT
FO
RM
LE
NG
TH
/0
9/
W W
SLOTTED HOLE
AND ANCHOR,
SEE C4/S-550.
SEE NOTES 3 AND 4
6" 3/4" THICK
STARBOARD
1 1/2" 11" 1 1/2"
6"
6" 32 CL 6" HIGH ROUTED
NUMBERS, TYP
EQ
TO
M
AR
K
SE
E
NO
TE
TO
M
AR
K
SE
E
NO
TE
33 BLACK OR
NAVY BLUE
EQ
EQ
EQ
CL ANCHOR, TYP CL ANCHOR, TYPCL STARBOARD
AND NUMBER
EL 106.0
TOP OF COPING WALL
EL 70.0
EL 103.0
SEE NOTE 1
EL 66.0
DRAFT BOARD
P/C WALL PANEL
DRY DOCK
FLOOR
ALTAR 2
EL 69.42
ALTAR 1
EL 64.42
EL 103.0
1'- 9"
TY
P
SEE NOTES 3 AND 4
SEE NOTE 3
8'- 0"
S
TA
RB
OA
RD
P
AN
EL
TY
P, U
ON
, S
EE
N
OT
E
CL NUMBER
AND ANCHOR
CL NUMBER
AND ANCHOR
EL 66.0
SEE NOTE 1
ALTAR 2
EL 69.42
EL 70.0
SEE NOTE 1
66" TY
P
4'- 0"
2'- 0"
CL ANCHOR
4"
6" TY
P
EQ
EQ
3"
1'- 0"
TY
PI
CA
L
PA
NE
LS
CONCRETE WALL
1"
MAX.
3/4" THK
STARBOARD
1/2" EXTRA
STRONG SCH 80
UHMW-PE, TYP
6'-0"
FENDER PILE, TYPSET BACK 8" FROM FACE
OF UHMW FACE PANEL
LC FENDER PILE LC FENDER PILE
UHMW FACE PANEL ,TYP
HSS 6x4x1/2
SCALE: 1/2" = 1'-0"
OUTSIDE DRAFT BOARDS AT BERTH 16 - PLANA3 (S-113) 2' 4'0 1'
NOTE:
FENDER CONNECTION NOT SHOWN FOR CLARITY
EL 100.0
FENDER PILE, TYP
2'- 6"
TY
P
LC PLATE, BOLT AND
NUMBER TO
MATCH NNSY EL.
4'-4"
FIELD VERIFY
LC PLATE AND
BOLT, TYP
BLACK OR NAVY BLUE
6" HIGH ROUTED
NUMBERS, TYP
3/4" THICK
STARBOARD
5'- 6"
TY
P
HSS 6x4x1/2, TYP
EL 90.0 LC PLATE, BOLT AND
NUMBER TO
MATCH NNSY EL.
6" 3"
6"
HSS 6x4x1/2
3/4" THICK
STARBOARD
1 1/2" 1 1/2"11"
CL
CL DRAFT BOARD
AND NUMBER CL
EL 100.0
3"
SEE NOTE 2
SEE NOTE 3
HSS 6x4x1/2 W/ 1/2"Ø DRAIN
HOLES @ THIRD POINTS
3/4" THK STARBOARD
LC 1/2-13 x 3 1/2 DUPLEX SS
SCREW IN TAPPED HOLE
HSS 6x4x1/2
1/2" THICK
STEEL PL
SEE NOTE 3
8"
1/4
4"
FENDER
PILE, TYP
8" 2"
2"
CL HSS AND PL
CL BOLT, TYP
CL FENDER PILE, HSS,
BOLT AND PLATE
FENDER PILE
LC
HSS 6x4x1/2, TYP
1/2" THICK STEEL
1/2" MAX SHIM
A4 S-550
SCALE: 3" = 1'-0"
INSIDE DRAFT BOARDS - DETAILA2SCALE: NTS
INSIDE DRAFT BOARDS LOCATIONA1 (S-213)
1. INSIDE DRAFT BOARD GOES FROM 0 TO 37 WITH MARKS EVERY FOOT.
ZERO MARK IS SET AT EL 66.0 TOP MARK IS SET AT EL 103.0.
2. OUTSIDE DRAFT BOARD GOES FROM 24 TO 34. BOTTOM MARK IS SET AT EL
90.0, TOP MARK IS SET AT EL 100.0
3. ALL FASTENERS MUST BE 1/2" TYPE 2205 DUPLEX SS, CONCRETE SCREW
ANCHORS, OR 1/2" DUPLEX SS ALL THREAD ROD INSTALLED PER C1/S-005
WITH NUT AND WASHER.
4. IN ORDER TO FACILITATE THE INSTALLATION OF DRAFT BOARD SEGMENTS,
TOP HOLE IS STD HOLE (9/16" Ø), OTHER HOLES ARE LONG-SLOTTED (9/16"
X 1 1/4") . TOP HOLE MAY BE FIELD DRILLED.
5. "STARBOARD" IS A MARINE-GRADE HIGH-DENSITY POLYETHYLENE SHEET
PER ASTM D4976 WITH A MINIMUM TENSILE STRENGTH AT YIELD OF 4,100
PSI WITH A WHITE EXTERIOR AND BLUE OR BLACK CORE.
6. A TOTAL OF FOUR INSIDE DRAFT BOARDS ARE REQUIRED NEAR STA 11+00
AND STA 16+75 NORTH AND SOUTH DRY DOCK WALLS.
7. A TOTAL OF TWO OUTSIDE DRAFT BOARDS ARE REQUIRED, ONE AT BERTH
15 AND ONE AT THE NORTH RIVER WALL.
8. VERIFY LOCATION OF ALL DRAFT BOARDS WITH CONTRACTING OFFICER.
SCALE: 1/2" = 1'-0"
INSIDE DRAFT BOARDS - ELEVATIONB1
SCALE: 3" = 1'-0"
INSIDE DRAFT BOARDS - SECTIONC4
SEE NOTE 3
SCALE: 1/2" = 1'-0"
OUTSIDE DRAFT BOARDS AT BERTH 16 - ELEVATIONA4
SCALE: 3" = 1'-0"
STARBOARD - HSS CONNECTION PLANB3
SCALE: 3" = 1'-0"
OUTSIDE - HSS CONNECTION EL.D2
SCALE: 3" = 1'-0"
HSS - FENDER PILE CONNECTION PLANB2
SCALE: 3" = 1'-0"
HSS - FENDER PILE CONNECTION PLAND30 3" 6" 9" 12" 0 3" 6" 9" 12"
0 3" 6" 9" 12"
2' 4'0 1'0 3" 6" 9" 12"
2' 4'0 1'
0 3" 6" 9" 12"
0 3" 6" 9" 12"
BOTTOM OF
NUMBER TO MATCH
NNSY EL, TYP
SHIM SCHEMATIC: NTS
SEAL
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- S-
0.d wg L
AY
OU
T
NA
ME
: D
RA
FT
B
OA
RD
D
ET
AI
LS
P
LO
TT
ED
: M on da y, Ma y 1 2, 1:4
9p m
US
ER
: m tys or
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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 M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
S-550 A2
SHEET NOTES
FOR ITEMS NOT NOTED, SEE
D3 S-550
D2 S-550
B2 S-550B1
S-550
HSS CONNECTION S-550
B3
S-550 A2
JTW
JMM TNT2 RDW
14145036
DR
AF
T
BO
AR
D
DE
TA
IL
S
S-550
AS NOTED
EL
O
UT
SI
DE
D
RA
FT
B
OA
RD
S
/0 9/
RD
W
SEAL
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- S-
2.d wg L
AY
OU
T
NA
ME
: M
IS
CE
LL
AN
EO
US
D
ET
AI
LS
PL
OT
TE
D:
M on da y, Ma y 1
2, 1:3 3p m
US
ER
: m tys or
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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 M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
SCALE: 1" = 1'-0" 0 1' 2'
SECTION - DRY DOCK WALL AT WET WELLB1
SCALE: 1/2" = 1'-0" 2' 4'0 1'
SECTION - DRY DOCK WALL AT DOGHOUSEB4
#7 @ 12" OC
#9 @ 12" OC W/ STD
HOOK @ EA END, TYP
REINF CONC
WALL (BEYOND)
#6 CEMENTITOUS GROUTED
DOWEL W/ STD HOOK @ 2' - 0"
OC, EW EMBED PER S-005,
TYP
#9 U-BAR @ 12" OC,
W/ CLASS B LAP
#9 @ 12" OC
#9 @ 8" OC
EL 90.0
CJ
EL 76.0
CJ
EL 82.0
#9 @ 12" OC
EL 90.0
#7 @ 12" OC
REINF CONC
WALL (BEYOND)
EL 69.42
ALTAR 2
#9 @ 12" OC
POST INSTALL
W/ CLASS B LAP
7' - 8"±
#10 @ 6" OC
W/ STND HOOK
#8 x 4' - 0" @ 1'-4" OC EA WAY IN 2x8 CONT SHEAR KEYS SEE
A1/S-004 & A4/S-251
EL 76.0
CJ
#9 @ 12" OC
W/ STND HOOK
@ EA END, TYP
CONC FOR
SLUICE GATE
#7 @ 12" OC
SEE WET WELL
DRAWINGS
2'-0"
#5 x 4'-0" BAR @
SHEAR KEY PER A1/S-004
P/C CONC
PANEL #5 X 4'-0" @ 12" OC, TYP
SHEAR KEY, TYP S-004
A1
NOTE: SEE S-301 FOR WALL
DIMENSIONS ABOVE DOGHOUSE
JMM TNT2 RDW
14145038
M
IS
CE
LL
AN
EO
US
D
ET
AI
LS
S-552
AS NOTED
CO
RR
EC
TE
D
SC
AL
ES
DO
W
EL
E
M
BE
DM
EN
T
/0 9/
RD
W
2'-0"
2'-3"2'-3"
OC
#5 x 4'-0" BAR @
SHEAR KEY PER A1/S-004
EL 82.0
CJ
#9 @ 8" OC
P/C CONC
PANEL
COFFERDAM
P1 C 106.00 -35 141
P2 C 106.00 -35 141
P3 C 106.00 -35 141
P4 C 106.00 -35 141
P5 C 106.00 -35 141
P6 C 106.00 -35 141
P7 C 106.00 -35 141
P8 C 106.00 -35 141
P9 C 106.00 -35 141
P10 C 106.00 -35 141
P11 C 106.00 -35 141
P12 C 106.00 -35 141
P13 C 106.00 -35 141
P14 C 106.00 -35 141
P15 C 106.00 -35 141
P16 C 106.00 -35 141
P17 C 106.00 -35 141
P18 C 106.00 -35 141
P19 C 106.00 -35 141
P20 C 106.00 -35 141
P21 C 106.00 -35 141
P22 C 106.00 -35 141
P23 C 106.00 -35 141
P24 C 106.00 -35 141
P25 C 106.00 -35 141
P26 C 106.00 -35 141
P27 C 106.00 -35 141
CW1 D 106.00 90 50
CW2 D 106.00 81
CW3 D 106.00 72
CW4 D 106.00 30 80
CW5 D 106.00 30 80
CW6 D 106.00 30 80
CW7 D 106.00 30 80
CW8 D 106.00 74 50
CW9 D 106.00 91 50
DRY DOCK FLOOR PILES
1:B A 60.04 -27 90
1:C A 60.04 -27 90
2:A A 60.00 -27 90
2:B A 60.00 -27 90
2:C A 60.00 -27 90
2:D A 60.00 -27 90
3:A A 59.97 -28 90
3:B* A 59.97 -28 100
3:C A 59.97 -28 90
3:D A 59.97 -28 90
4:A A 59.93 -28 90
4:B A 59.93 -28 90
4:C A 59.93 -28 90
4:D A 59.93 -28 90
5:A A 59.89 -28 90
5:B A 59.89 -28 90
5:C A 59.89 -28 90
5:D A 59.89 -28 90
6:A A 59.85 -28 90
6:B A 59.85 -28 90
6:C A 59.85 -28 90
6:D A 59.85 -28 90
7:A A 59.81 -28 90
7:B A 59.81 -28 90
7:C A 59.81 -28 90
7:D A 59.81 -28 90
8:A A 59.78 -28 90
8:B A 59.78 -28 90
8:C A 59.78 -28 90
8:D A 59.78 -28 90
9:A A 59.74 -28 90
9:B A 59.74 -28 90
9:C A 59.74 -28 90
9:D A 59.74 -28 90
10:A A 59.70 -28 90
10:B A 59.70 -28 90
10:C A 59.70 -28 90
10:D A 59.70 -28 90
11:A A 59.66 -28 90
11:B A 59.66 -28 90
11:C A 59.66 -28 90
11:D A 59.66 -28 90
12:A A 59.62 -28 90
12:B A 59.62 -28 90
12:C A 59.62 -28 90
12:D A 59.62 -28 90
13:A A 59.59 -28 90
13:B A 59.59 -28 90
13:C A 59.59 -28 90
13:D A 59.59 -28 90
14:A A 59.55 -28 90
14:B A 59.55 -28 90
14:C A 59.55 -28 90
14:D A 59.55 -28 90
15:A A 59.51 -28 90
15:B A 59.51 -28 90
15:C* A 59.51 -28 100
15:D A 59.51 -28 90
16:A A 59.47 -28 90
16:B A 59.47 -28 90
16:C A 59.47 -28 90
16:D A 59.47 -28 90
17:A A 59.43 -28 90
17:B A 59.43 -28 90
17:C A 59.43 -28 90
17:D A 59.43 -28 90
18:A A 59.40 -28 90
PILE
LOCATION PILE TYPE PILE CUTOFF
ELEVATION
PILE TIP
ELEVATION BID LENGTH PILE
LOCATION PILE TYPE PILE CUTOFF
ELEVATION
PILE TIP
ELEVATION BID LENGTH
SEAL
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- S-
1.d wg L
AY
OU
T
NA
ME
: P
ILE
S
CH
ED
UL
E
- 1 P
LO
TT
ED
: M on da y, Ma y 1 2, :03 am
U
SE
R:
tth om ps on
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
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y 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 M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
SHEET NOTES
1. OFFSETS TO LEFT OF BASELINE ARE NEGATIVE.
2. COFFERDAM CUTOFF ELEVATION IS MINIMUM REQUIRED.
3. PP60.00 PILE TIP ELEVATION IS THE MINIMUM REQUIRED FOR LATERAL
STABILITY.
4. PS31 SHEET PILE: ASTM A572, GRADE 60 WITH A MINIMUM SECTION
MODULUS OF 2.01 CUBIC INCHES PER FOOT.
5. PARTIAL PS 31 SHEETS FOR SEAL WALL ARE NOT SCHEDULED. PS 31
TIP ELEVATIONS ARE APPROXIMATE AND ARE TO BE TRIMMED
ACCORDING TO THE EXISTING WING WALL BATTER.
6. TEST PILES ARE INDICATED BY XXX*.
7. ALL TEST PILE BID LENGTHS INCLUDE AN ADDITIONAL 10 FT OF PILE
LENGTH.
8. PP12.75 TEST PILES MAY BE DRIVEN AT PRODUCTION PILE LOCATIONS
INDICATED OR SACRIFICIAL LOCATIONS WITHIN 50' OF THE INDICATED
LOCATIONS. IF TEST PILES ARE DRIVEN AT SACRIFICIAL LOCATIONS,
THE PILES MAY BE CUT OFF AND ABANDONED IN PLACE OR
EXTRACTED. IF UNDAMAGED, EXTRACTED SACRIFICIAL PILES MAY BE
SALVAGED AND REUSED AS PRODUCTION PILES.
9. THESE NOTES APPLY TO SHEETS S-601 TO S-605
PILE TYPE
A. HP16x88
B. PP12.75x0.375
C. PP60x1.000
D. PS 31
JTW
JMM TNT2 RDW
14145057
PI
LE
S
CH
ED
UL
E
- 1
S-601
AS NOTED
P1
T O
P2
LE
NG
TH
/0 9/
RD
Mechanical | Electrical | Plumbing | Fire Protection 4456 Corporation Ln, Ste 320 Tel: (757) 502-8882
Virginia Beach, Virginia 23462 Fax: (757) 499-1757
ADVANCED
ENGINEERING
CONSULTANTS
MECHANICAL LINK SEAL
FILL VOID BETWEEN
MECHANICAL LINK SEAL AND
PIPE SLEEVE WITH A NON-
HARDENING WATER-PROOF
MASTIC SEALANT
UTILITY TRENCH WALL
0.
ft
FILL VOID BETWEEN
MECHANICAL LINK SEAL
AND PIPE SLEEVE WITH
A NON-HARDENING
WATER-PROOF MASTIC
SEALANT
PIPE
MECHANICAL LINK
SEAL
UTILITY TRENCH
WALL2" WATER STOP AND
ANCHOR COLLAR
WATER STOP WELDED
CONTINUOUSLY TO
SLEEVE
GALVANIZED
SCHEDULE 40
PIPE SLEEVE
2" WATER STOP AND
ANCHOR COLLAR
WATER STOP WELDED
CONTINUOUSLY TO
SLEEVE
UTILITY TRENCH WALL
MECHANICAL LINK SEAL
10 GA. STAINLESS STEEL
JACKET. EXTEND 2"
EITHER SIDE OF TRENCH
WALL
HDPE JACKET
FILL VOID BETWEEN
MECHANICAL LINK SEAL AND
PIPE SLEEVE WITH A NON-
HARDENING WATER-PROOF
MASTIC SEALANT.
CARRIER PIPEGALVANIZED
SCHEDULE 40
PIPE SLEEVE
FROM
WATER
SUPPLY
STRAINER WITH BLOW DOWN VALVE
RISING STEM GATE VALVE (TYP)
CHECK VALVE (TYP) RELIEF VALVE
TO SHIP
CONNECTIONS
4" THREADED
PIPE PLUG
PIPE NIPPLE
FROM 4" UTILITY DRAIN IN TRENCH ABOVE
STAND-OFF PIPE CLAMP (TYP)
4" BALL VALVE WITH
SELF LOCKING
HANDLE
CHECK VALVE (TYP)
4"
10" CLEAN
WATER HEADER
PIPE PLUG
CHAIN
DOCK FLOOR STEP
PROVIDE MEANS OF
CONNECTING TYPE 316
STAINLESS STEEL VERTICAL
PIPING FROM RISER INTO
PIPING FOR CLEAN WATER
HEADER.
INSTALL #4 AWG WIRE IN ACCORDANCE TO ELECTRICAL
GROUNDING. SEE DETAIL A3/MS504.
6" FEMALE CAMLOCK TO 6" NPT MALE THREADS. SECURE CAMLOCK INTO
THREADED FLANGE ON OUTLET OF BUTTERFLY VALVE. PROVIDE CAMLOCK
WITH CAMLOCK PLUG (TYP)
6" STAINLESS
STEEL BUTTERFLY
VALVE (TYP)
DRY DOCK FLOOR10" CWHR
M A
TC
H
S U
P P
O R
T H
E
IG
H T
END PLATE(TYP 2)
GUIDE
CARRIER PIPE
RIB PLATE
END PLATE
GUIDE
BOTTOM SHOE
LADDER SUPPORT RUNG
END PLATE(TYP 2)
LADDER SUPPORT RUNG
CARRIER PIPE
FABRICATED STEEL
SUPPORT 1/2" PL, 4"
WIDE CUT TO FIT PIPE
WITH 1/2" STEEL WEB
PROVIDE EXOTHERMIC WELD
ONTO SIDE OF DRAIN BODY.
INSTALL #4 AWG WIRE IN
ACCORDANCE TO
ELECTRICAL GROUNDING.
SEE DETAIL A3/MS504
D R
Y D
O C
K
U T
IL
IT
Y T
U N
N E
L
SEE STRUCTURAL SHEETS FOR
CONNECTION BETWEEN CWHR
AND UTILITY TUNNEL DRAIN
CONNECTION WITH PIPING FROM
DRAIN CAST IN STRUCTURAL
WALL/TRENCH, CONTRACTOR TO
PROVIDE ELECTRICAL CONTINUITY
BETWEEN DRAIN AND CWHR PIPING
90° ELBOW
PIPE SUPPORT (TYP)
NOTE: REFER TO MS200 SERIES DRAWING FOR ADDITIONAL INFORMATION ON PIPE INSTALLATION
WITHIN DOCK.
TO CLEAN WATER HEADER MAIN
INSTALL #4 AWG WIRE IN ACCORDANCE
TO ELECTRICAL GROUNDING. SEE
DETAIL A3/MS504. ROUTE WIRING FROM
PIPING TO DRAIN, THEN TO ELECTRICAL
GROUNDING SYSTEM.
ANCHOR PLATES BY
SYSTEM MANUFACTURER
INSULATION
CONCRETE
ANCHOR BLOCK
2.5 ft
3.2 ft
1.6 ft 1.6 ft
2.
ft
1.
ft 1.
ft
1.3 ft 1.3 ft
STEAM PIPE
OUTER JACKET
CARRIER PIPE
CARRIER PIPE
INSULATION
OUTER JACKET
SATISFACTORY TO
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
FA
C A
T
LA
N T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
TT
E
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
/9
/2
:2
:0
A
M C
U s e rs
\e ri n .c o x \R e v it L o ca lF ile s\ D
R Y
D P
D D
-1
-M
S -D
D E ri n C
V
E R
.r v t
MS502
D E
T A
IL
S
O F
DMG
14145196
PJB EBC
SCALE: NOT TO SCALE
C4
DETAIL - CORE DRILL THRU TRENCH WALL
SCALE: NOT TO SCALE
B4
DETAIL - PIPE SLEEVE DETAIL (NON-STEAM PIPING)
SCALE: NOT TO SCALE
A4
DETAIL - PIPE SLEEVE DETAIL (STEAM PIPING ONLY)
SCALE: NOT TO SCALE
C2
DETAIL - REDUCED PRESSURE BACKFLOW PREVENTER
SCALE: NOT TO SCALE
C1
DETAIL - CLEAN WATER HEADER DRAIN CONNECTION
SCALE: NOT TO SCALE (MS204)
B1
DETAIL - CHWR SHIP CONNECTION
SCALE: NOT TO SCALE
A1
DETAIL - SUPPORT GUIDE DETAIL
SCALE: NOT TO SCALE
D1
DETAIL - SUPPORT ANCHOR DETAIL
SCALE: NOT TO SCALE
D2
CLEAN WATER DRAIN CONNECTION DETAIL
SCALE: NOT TO SCALE
A2
DETAIL - BURIED STRUCTURAL ANCHOR - STEAM
P
IP
E
S U
P P
O R
T C
LA
R
IF
IC
A T
IO
N
/0
9/
P
JB
SEALSEALSEAL
Virginia Beach, Virginia 23462 Fax: (757) 499-1757
ADVANCED
ENGINEERING
CONSULTANTS
C
A
NOTE: REFER TO PIPE SUPPORT B DIMENSIONS SCHEDULE
B
(PIPE SIZE)
D
3/4"Ø SS
EPOXY
ANCHOR
BOLT, TYP 4.
U-BOLT
E
FLOOR/WALL
0.1 ft TYP
A
C
E
NOTE: REFER TO PIPE SUPPORT A DIMENSIONS SCHEDULE
FLOOR
B
(PIPE SIZE)
3/4"Ø SS
EPOXY
ANCHOR
BOLT, TYP 4.
U-BOLT
D
NOTE: REFER TO PIPE SUPPORT C DIMENSIONS SCHEDULE
U-BOLT
3/4" SS EPOXY
ANCHOR
BOLT, TYP 4
WALL
B
(PIPE SIZE)
C
A
E
-D
-C
C
A
NOTE: REFER TO PIPE SUPPORT E DIMENSIONS SCHEDULE
END PLATES TO BE WELDED TO SUPPORT WITH A MINIMUM
3/16" FILLET ALL AROUND SEAL WELD. END PLATE THICKNESS
EQUAL TO STEEL THICKNESS VALUE.
B
(PIPE SIZE)
FLOOR
END PLATE
D
E
3/4"Ø SS
EPOXY
ANCHOR
BOLT, TYP 4.
CLAMP
END PLATE
E
C
A
NOTE: REFER TO PIPE SUPPORT F DIMENSIONS SCHEDULE
WALL
B
(PIPE SIZE)
D
LADDER SUPPORT TYPES:
SEE SYSTEMS SUPPORT SCHEDULES ON
MF600 AND MS600 SHEETS FOR SUPPORT
TYPE.
CONTRACTOR TO VERIFY PIPE SIZE AND
INVERT AT SUPPORT LOCATION.
SUPPORT CONSTRUCTED OF 3x3x0.1875 L
ANGLES IN CONFIGURATION SHOWN.
* DIMENSION VARIES TO SUPPORT BOP
BETWEEN PIPE SIZE TRANSITIONS.
ROLLER 3/4"Ø SS EPOXY ANCHOR BOLT, TYP 4.
CA
CHT
STM
U-BOLT
U-BOLT
1.
ft
3.
ft
6.
ft
LADDER SUPPORT TYPES:
SEE SYSTEMS SUPPORT
SCHEDULES ON MF600 AND
MS600 SHEETS FOR SUPPORT
TYPE.
CONTRACTOR TO VERIFY PIPE
SIZE AND INVERT AT SUPPORT
LOCATION.
SUPPORT CONSTRUCTED OF
3x3x0.1875 L ANGLES IN
CONFIGURATION SHOWN.
3/4"Ø SS EPOXY ANCHOR
BOLT, TYP 4.
ASW
CA
CHT
STM
U-BOLT
U-BOLT
U-BOLT
ROLLER
1.
ft 3.
ft
5.
ft
6.
ft
A
D C
NOTE: REFER TO PIPE SUPPORT G DIMENSIONS SCHEDULE
B
(PIPE SIZE)
E
3/4"Ø SS
EPOXY
ANCHOR
BOLT, TYP 4.
CLAMP
1.
ft
3.
ft
* 5.
ft
U-BOLT
U-BOLT
ROLLER 6.
ft
2.4 ft
CA
CHT
STM
3/4"Ø SS EPOXY ANCHOR BOLT, TYP 4.
LADDER SUPPORT TYPES:
SEE SYSTEMS SUPPORT SCHEDULES
ON MF600 AND MS600 SHEETS FOR
SUPPORT TYPE.
CONTRACTOR TO VERIFY PIPE SIZE
AND INVERT AT SUPPORT LOCATION.
SUPPORT CONSTRUCTED OF
3x3x0.1875 L ANGLES IN
CONFIGURATION SHOWN.
* DIMENSION VARIES TO SUPPORT
BOP BETWEEN PIPE SIZE
TRANSITIONS.
1.
ft
3.
ft
* 5.
ft
ROLLER
U-BOLT
U-BOLT
U-BOLT
6.
ft
CA
CHT
STM
ASW
3/4"Ø SS EPOXY ANCHOR
BOLT, TYP 4.
LADDER SUPPORT TYPES:
SEE SYSTEMS SUPPORT SCHEDULES
ON MF600 AND MS600 SHEETS FOR
SUPPORT TYPE.
CONTRACTOR TO VERIFY PIPE SIZE
AND INVERT AT SUPPORT LOCATION.
SUPPORT CONSTRUCTED OF
3x3x0.1875 L ANGLES IN
CONFIGURATION SHOWN.
* DIMENSION VARIES TO SUPPORT
BOP BETWEEN PIPE SIZE
TRANSITIONS.
FW
ASW
DDF 0.
ft 4.
ft 5.
ft
U-BOLT
U-BOLT
3/4" SS EPOXY
ANCHOR BOLT,
TYP 8.
LADDER SUPPORT TYPES:
SEE SYSTEMS SUPPORT
SCHEDULES ON MF600
AND MS600 SHEETS FOR
SUPPORT TYPE.
SUPPORT CONSTRUCTED
OF 3x3x0.1875 L ANGLES
IN CONFIGURATION
SHOWN.
3/4"Ø SS EPOXY
ANCHOR BOLT,
TYP 4.
1.
ft 0.63'x0.38'
2"x2" ANGLE
HPCA
N
TRA
B
(PIPE SIZE)
NOTE: REFER TO PIPE SUPPORT D DIMENSIONS SCHEDULE
WALL
3/4"Ø SS
EPOXY
ANCHOR
BOLT, TYP 4.
A
E
D
SATISFACTORY TO
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
FA
C A
T
LA
N T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
JTW
CAH/ELS
DSN
LA
FA
Y E
TT
E
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
WILLIAM B. FORBES, PE
11/20/2024
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
/9
/2
:2
:1
A
M C
U s e rs
\e ri n .c o x \R e v it L o ca lF ile s\ D
R Y
D P
D D
-1
-M
S -D
D E ri n C
V
E R
.r v t
MS503
D E
T A
IL
S
O F
DMG
14145197
PJB EBC
SCALE: NOT TO SCALE
C2
PIPING SUPPORT - TYPE B
SCALE: NOT TO SCALE
D2
PIPING SUPPORT - TYPE A
SCALE: NOT TO SCALE
B2
PIPING SUPPORT - TYPE C
PIPE SUPPORT A DIMENSIONS
SUPPORT
NO. A B C D E
SUPPORT SEAT
TYPE
SUPPORT BRACE
TYPE
STEEL
THICKNESS
A1 0.77' 3" 0.63' 0.38' 0.54' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A2 0.42' 4" 0.81' 0.48' 0.65' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A3 0.70' 4" 0.81' 0.48' 0.65' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A4 0.76' 4" 0.81' 0.48' 0.65' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A5 2.08' 4" 0.81' 0.48' 0.65' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A6 3.84' 4" 0.81' 0.48' 0.65' 2"x2" ANGLE 4"x2" T-BAR 0.31"
A7 0.50' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A8 0.60' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A9 0.75' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A10 0.76' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A11 1.50' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A12 3.61' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A13 4.50' 6" 1.19' 0.71' 0.80' 3"x3" ANGLE 6"x3" T-BAR 0.31"
A14 0.67' 8" 1.55' 0.93' 0.97' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A15 0.75' 8" 1.55' 0.93' 0.97' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A16 1.33' 8" 1.55' 0.93' 0.97' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A17 2.04' 8" 1.55' 0.93' 0.97' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A18 2.04' 10" 1.93' 1.16' 1.93' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A19 2.58' 10" 1.93' 1.16' 1.93' 4"x4" ANGLE 8"x4" T-BAR 0.31"
A20 3.58' 10" 1.93' 1.16' 1.93' 4"x4" ANGLE 8"x4" T-BAR 0.31"
PIPE SUPPORT B DIMENSIONS
SPRT NO. A B C D E SPRT BRACE TYPE STEEL THICKNESS
B1 0.90' 2.5" 0.63' 0.38' 1.17' 2"x2" ANGLE 0.46"
B2 1.08' 2.5" 0.63' 0.38' 1.37' 2"x2" ANGLE 0.46"
B3 1.08' 3" 0.63' 0.38' 1.37' 2"x2" ANGLE 0.46"
B4 1.08' 4" 0.81' 0.48' 1.41' 2"x2" ANGLE 0.46"
B5 0.59' 6" 1.19' 0.71' 1.01' 3"x3" ANGLE 0.46"
B6 1.00' 6" 1.19' 0.71' 1.42' 3"x3" ANGLE 0.46"
B7 0.67' 6" 1.19' 0.71' 1.00' 3"x3" ANGLE 0.46"
PIPE SUPPORT C DIMENSIONS
SPRT NO. A B C D E SPRT SEAT TYPE STEEL THICKNESS
C1 1.38' 1.5" 0.38' 0.63' 1.54' 2"x2" ANGLE 0.31"
C2 1.95' 2" 0.38' 0.63' 2.12' 2"x2" ANGLE 0.31"
C3 0.92' 3" 0.38' 0.63' 1.12' 2"x2" ANGLE 0.31"
C4 1.25' 3" 0.38' 0.63' 1.46' 2"x2" ANGLE 0.31"
C5 0.71' 4" 0.48' 0.81' 0.96' 2"x2" ANGLE 0.31"
C6 0.87' 4" 0.48' 0.81' 1.12' 2"x2" ANGLE 0.31"
C7 0.93' 4" 0.48' 0.81' 1.18' 2"x2" ANGLE 0.31"
C8 1.00' 6" 0.71' 1.19' 1.33' 3"x3" ANGLE 0.31"
C9 1.25' 6" 0.71' 1.19' 1.58' 3"x3" ANGLE 0.31"
C10 0.53' 0.5" 0.38' 0.63' 0.65' 2"x2" ANGLE 0.31"
C11 1.30' 4" 0.48' 0.81' 1.33' 2"x2" ANGLE 0.31"
PIPE SUPPORT D DIMENSIONS
SPRT NO. A B C D E SPRT BRACE TYPE STEEL THICKNESS
D1 0.73' 4" 1.13' 0.23' 1.32' 2"x2" ANGLE 0.38"
D2 1.18' 4" 1.40' 0.23' 1.59' 2"x2" ANGLE 0.38"
D3 1.35' 4" 1.75' 0.23' 1.95' 2"x2" ANGLE 0.38"
D4 1.44' 4" 1.75' 0.23' 2.03' 2"x2" ANGLE 0.38"
D5 0.77' 6" 0.23' 1.26' 1.46' 3"x3" ANGLE 0.38"
D6 0.51' 10" 2.00' 0.46' 1.85' 4"x4" ANGLE 0.38"
D7 0.76' 10" 2.00' 0.46' 2.10' 4"x4" ANGLE 0.38"
SCALE: NOT TO SCALE
A2
PIPE SUPPORT - TYPE D
SCALE: NOT TO SCALE
D3
PIPE SUPPORT - TYPE E
PIPE SUPPORT E DIMENSIONS
SPRT NO. A B C D E SPRT BASE WIDTH STEEL THICKNESS
E1 1.00' 4" 0.32' 0.58' 0.10' 4" 0.31"
E2 1.12' 4" 0.32' 0.58' 0.10' 4" 0.31"
E3 4" 0.32' 0.58' 0.10' 4" 0.31"
E4 2.91' 4" 0.32' 0.58' 0.10' 4" 0.31"
E5 1.00' 6" 0.48' 0.86' 0.14' 6" 0.46"
E6 10" 0.77' 1.39' 0.23' 9" 0.31"
E7 1.00' 10" 0.77' 1.39' 0.23' 9" 0.31"
PIPE SUPPORT F DIMENSIONS
SPRT NO. A B C D E SPRT BRACE TYPE STEEL THICKNESS
F1 1.28' 6" 1.26' 0.23' 1.69' 3"x3" ANGLE 0.38"
F2 1.03' 6" 1.26' 0.23' 1.44' 3"x3" ANGLE 0.38"
SCALE: NOT TO SCALE
C3
PIPE SUPPORT - TYPE F
SCALE: NOT TO SCALE
B4
LADDER - C
SCALE: NOT TO SCALE
A3
LADDER - D
SCALE: NOT TO SCALE
D4
PIPE SUPPORT - TYPE G
PIPE SUPPORT G DIMENSIONS
SPRT NO. A B C D E SPRT BRACE TYPE STEEL THICKNESS
G1 0.72' 6" 0.89' 0.14' 0.17' - 0.38"
G2 1.23' 6" 0.89' 0.14' 0.17' - 0.38"
NOTE 2
NOTE 1
NOTES:
1. DIMENSION VARIES. MINIMUM HEIGHT OF 1.42', MAXIMUM HEIGHT OF 2.62'. CONTRACTOR
TO FIELD VERIFY.
2. DIMENSION VARIES. MINIMUM HEIGHT OF 1.01', MAXIMUM HEIGHT OF 2.60'. CONTRACTOR
TO FIELD VERIFY.
SCALE: NOT TO SCALE
A4
LADDER - E
SCALE: NOT TO SCALE
B3
LADDER - B
SCALE: NOT TO SCALE
C4
LADDER - A
PIPE SUPPORT SCHEDULE NOTE:
SUPPORTS MARKED WITH (*) ARE ASSOCIATED WITH THE OWWO SYSTEM AND
A BID OPTION. SUPPORT TYPES APPLY TO VARIOUS SYSTEMS THORUGHOUT
PROJECT. CONTRACTOR TO CONFIRM NUMBER OF SUPPORTS OF INIDICATED
SIZE ARE ASSOCIATED WITH BID OPTION SPECIFICALLY.
SCALE: NOT TO SCALE
D5
SUPPORT - TUNNEL GASES
3/4"Ø SS
EPOXY
ANCHOR
BOLT,
TYP 2.
U
P D
A T E
D P
IP
E
S U
P P
O R
TS
/2 8/
P
JB
P
IP
E
S U
P P
O R
T C
LA
R
IF
IC
A T
IO
N
/0
9/
P
JBSHEET NOTES
1. SUPPORT TYPES SHOWN IN DETAILS FOR EXAMPLE ONLY AND DO NOT
INDICATE SUPPORT TYPE AT EACH INSTANCE OF INSTALLATION. REFER
TO THE SCHEDULES ON THE MS600 SERIES DRAWINGS AND MF601 FOR
SUPPORT TYPE FOR EACH PIPING SYSTEM AT EACH INSTANCE OF
INSTALLATION.
SATISFACTORY TO
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 F
A C
A T
LA
N
T
IC
AS NOTED
P O
R T
S M
O U
T H
V
IR
G
IN
IA
N O
R F
O L K
N A
V A
L S
H
IP
Y A
R D
D R
Y D
O C
K
M O
D E
R N
IZ
A
TI
O
N
1806701
A P
P R
D A
T E
D E
S C
R
IP
T
IO
N S
Y M
UNCLASSIFIED
UNCLASSIFIED
U N
C
LA
S S
IF
IE
D
P
LO
T T
E D
F
IL
E
N A
M E
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
T
TE
R
IV
E R
A N
N E
X
N O
R
FO
LK
, V
A
DATE
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
11/20/2024
SCE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
WILLIAM B. FORBES, PE
01/14/2025
/8
/2
:5 :3
P
M C
U s e rs
\r c c ra w fo rd \O n e D ri v e
B u rn s
M c D o n n e ll\
D o c u m e n ts
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RCC RCC
VERTICAL DRAINAGE PUMP SCHEDULE
MARK TYPE SERVICE
INLET BELL
DIAMETER
(IN)
MINIMUM FLOW CONDITION MEDIAN FLOW CONDITION MAXIMUM FLOW CONDITION ELECTRICAL DATA MAXIMUM
OPERATING
SPEED (RPM)
MAXIMUM
OPERATING
WEIGHT (LBS)
NOTES
GPM
TOTAL HEAD
(FT WG)
STATIC HEAD
(FT WG)
NPSHA
MIN
EFFICIENCY (%)
GPM
TOTAL HEAD
(FT WG)
STATIC HEAD
(FT WG)
NPSHA
MIN
EFFICIENCY (%)
GPM
TOTAL HEAD
(FT WG)
STATIC HEAD
(FT WG)
NPSHA
MIN EFFICIENCY
HP VOLTS PH Hz
DP-1 VERTICAL COLUMN DEWATERING, DRAINAGE 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
DP-2 VERTICAL COLUMN DEWATERING, DRAINAGE 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
DP-3 VERTICAL COLUMN DEWATERING, DRAINAGE 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
DP-4 VERTICAL COLUMN DEWATERING, DRAINAGE, SUPERFLOOD 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
DP-5 VERTICAL COLUMN DEWATERING, DRAINAGE, SUPERFLOOD 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
DP-6 VERTICAL COLUMN DEWATERING, DRAINAGE, SUPERFLOOD 40 16100 60 57 45 75 21500 38 32 64 83 24000 21 7 83 65 350 4160 3 60 890 21000 1,2,3,4,5,6
VALVE SCHEDULE
MARK
NAVSEA VALVE
NUMBER SERVICE TYPE SIZE (IN)
PRESSURE
CLASS (PSI) OPERATION
END
CONNECTION BODY TRIM PACKING SEAT GASKETS COATING NOTES
DV-01 5 DEWATERING, DRAINAGE WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-02 6 DEWATERING, DRAINAGE WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-03 7 DEWATERING, DRAINAGE WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-04 8 DEWATERING, DRAINAGE, SUPERFLOOD WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-05 9 DEWATERING, DRAINAGE, SUPERFLOOD WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-06 10 DEWATERING, DRAINAGE, SUPERFLOOD WAFER COMBINATION SWING CHECK 30 125 - WAFER A995 Gr. 5 A995 Gr. 5 - BUNA-N, RESILIENT BUNA-N - 2,3,5
DV-07 22 DEWATERING, DRAINAGE COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-08 23 DEWATERING, DRAINAGE COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-09 24 DEWATERING, DRAINAGE COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-10 25 DEWATERING, DRAINAGE, SUPERFLOOD COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-11 26 DEWATERING, DRAINAGE, SUPERFLOOD COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-12 27 DEWATERING, DRAINAGE, SUPERFLOOD COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-13 28 DEWATERING, DRAINAGE COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
DV-14 29 DEWATERING, DRAINAGE, SUPERFLOOD COMBINATION AIR VALVE 6 125 - FLANGE A536 DUCTILE IRON B127 MONEL 400 - BUNA-N, RESILIENT BUNA-N EPOXY 5
EPV-01 13A ENVIRONMENTAL PROCESS, DRAINAGE SWING CHECK VALVE 6 150 - LUG A995 Gr. 5 A995 Gr.
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