Attachment AM - 1806701Amend0008-DWG.pdf
PDF 28 MB Posted
- Solicitation number
- N6247024R0062
About this file
This file contains a collection of engineering drawings for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard in Portsmouth, Virginia. The comprehensive set of technical drawings spans multiple disciplines including civil, structural, mechanical, fire protection, and electrical engineering, covering detailed plans for demolition, site preparation, utility infrastructure, and facility reconstruction. Key drawing sets include civil demolition and site plans, mechanical utility layouts, structural modifications, fire protection systems, and electrical power distribution for the naval facility.
The drawings are part of Military Construction Project (MILCON) P1062, with design documents prepared for the Naval Facilities Engineering Command (NAVFAC) Atlantic. The project involves extensive modernization of Dry Dock 3, including demolition of existing infrastructure, installation of new utility systems, reconstruction of dock walls and floors, and upgrades to electrical and mechanical systems. The technical drawings are dated between August 2020 and January 2025, with the most recent revisions made in May 2025, indicating an ongoing design and preparation process for a complex naval infrastructure renovation project.
View the file
Other files
Show 40 more
Latest 50 of 85 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
IP
IP
IP
6" 8"
DEMOLISH CAPSTAN
(SEE STRUCTURAL)
DEMOLISH CAPSTAN
(SEE STRUCTURAL)
SEE NOTE 6
8" DI
6" DI
6" DI 6" 12" DI
COPING WALL
8"
8"
FROG #21
FROG #23
FROG #22
IP IP IP
TYP
END
END
IP
C4
CD501
2720 20
17 20 17
42 42 42
1 22
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
5.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:3
9a m
US
ER
: n jon es
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
SEAL
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
IO
N
CAH/ELS
WILLIAM B. FORBES, PE
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
AR
EA
- C D1
AR
EA
- C D1
PLAN
NORTH
SCALE:1" = 10'
AREA 105 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
102101 103 104 105 106
107 108 109
115 114
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AREA 112 - CD112
1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING
ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT
DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT
REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-002.
4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.
5. DEMOLISH MONITORING WELL.
6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.
7. DEMOLISH CRANE RAIL FROG AND HARDWARE.
9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.
10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH
RAILS, RAILS SPACERS, SWITCH BOX, AND HARDWARE.
17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT
FOR SIZE AND TYPE.
19. DEMOLISH STEAM PIPING. SEE CALLOUT FOR SIZE AND TYPE.
20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.
22. TEMPORARY PIPE CAP.
27. DEMOLISH STORM DRAIN INLET OR YARD DRAIN.
28. DEMOLISH WATER VALVE MANHOLE.
30. DEMOLISH VALVE, CONFIRM UTILITY HAS BEEN TAGGED AS
ABANDONED WITH OUTAGE COORDINATOR. ABANDON REMAINING
UTILITY AT EXTENT OF EXCAVATION.
36. DEMOLISH MOORING BOLLARD (SEE SD-508).
42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE
EXISTING UTILITY TUNNEL.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144784
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD105
AS NOTED
DE
M
OL
IS
H
AB
AN
DO
N
UT
IL
IT
Y
VA
LV
ES
/2 8/
W
BE
CR
AN
E
RA
IL
D
EM
OL
IT
IO
N
LI
M
IT
S
/3 0/
W
BE
SW
SW
SW
SW
WV
METER
VAULT
NO.5
WATER
10"
6"
8"
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
9.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:4
0a m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
PLAN
NORTH
SCALE:1" = 10'
AREA 109 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
102101 103 104 105 106
107 108 109
115 114
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AR
EA
- C D1
AR
EA
- C D1
AREA 102 - CD102
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING
ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT
DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT
REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X
11. REMOVE RAILROAD TRACK. SALVAGE RAIL FOR REINSTALLATION.
12. NOT USED
15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
18. DEMOLISH SANITARY SEWER PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144787
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD109
AS NOTED
CR
AN
E
RA
IL
D
EM
OL
IT
IO
N
LI
M
IT
S
/3
0/
W
BE
DEMOLISH CAPSTAN
(SEE STRUCTURAL)
8"
6" DI
6" DI
30" C
8" DI
FROG #26
COPING WALL
FROG #27
FROG #28
FROG #29
IP
IP
IP
IP
SEE NOTE 6
TYP C4
CD501
42 42
ROUTE DUCT BANK
THROUGH EXISTING
OPENING IN CRANE BEAM,
SEE PROTECT FROG DURATION
OF CONSTRUCTION REMOVE
AND REINSTALL RAIL AS NEEDED.
END6
C4
CD501
A2
CU502
END
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
0.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:4
0a m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
PLAN
NORTH
SCALE:1" = 10'
AREA 110 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
102101 103 104 105 106
107 108 109
115 114
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AR
EA
- C D1
AR
EA
- C D1
AREA 103 - CD103
AREA 115 - CD115
1. DEMOLISH CONCRETE PAVEMENT, FULL DEPTH.
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING ASPHALT
PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT DOES NOT MEET
CONCRETE OR OTHER FINISHED EDGE NOT REQUIRED TO BE DEMOLISHED.
SEE DEMOLITION NOTES C-001.
6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.
7. DEMOLISH CRANE RAIL FROG AND HARDWARE.
8. REMOVE CRANE RAIL FROG AND SALVAGE FOR REINSTALLATION.
10. DEMOLISH SWITCH-SET INCLUDING LIDS, THROW SWITCH, SWITCH RAILS,
RAIL SPACERS, SWITCH BOX, AND HARDWARE.
11. REMOVE RAILROAD TRACK. SALVAGE RAIL FOR REINSTALLATION.
12. NOT USED.
16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE CALLOUT FOR
SIZE AND TYPE.
18. DEMOLISH SANITARY SEWER PIPING AND APPURTENANCES. SEE CALLOUT
FOR SIZE AND TYPE.
20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.
21. DEMOLISH SUBMARINE FIREFIGHTING PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
22. TEMPORARY PIPE CAP.
25. TEMPORARY BYPASS SYSTEM FOR 30" STORM DRAIN SYSTEM. BYPASS
SYSTEM MUST BE CAPABLE OF MAINTAINING FLOW UP TO 10,000 GPM AND
REMAIN IN PLACE FOR THE DURATION OF CONSTRUCTION. SEE CD113 FOR
BYPASS SYSTEM TIE IN LOCATION FOR THE TERMINATION OF THE BYPASS
SYSTEM.
42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE
EXISTING UTILITY TUNNEL.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144788
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD110
AS NOTED
CR
AN
E
BE
AM
/R
AI
L
DE
M
OL
IT
IO
N
LI
M
IT
S
/0 4/
W
BE
TE
LE
CO
M A
T
EX
IS
TI
NG
C
RA
NE
B
EA
M
/3 0/
W
BE
CR
AN
E
RA
IL
D
EM
OL
IT
IO
N
LI
M
IT
S
/3
0/
W
BE
SEE NOTE 6
8" DI
6" DI8" DI
6" DI
6"
12" DI
8" DI
COPING WALL
FROG #30 FROG #31
TYP
IP
END
C4
CD501
6 9
PROTECT FROG DURATION
OF CONSTRUCTION REMOVE
AND REINSTALL RAIL AS NEEDED.
DEMOLISH STEAM
TUNNEL A2
CD501
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
1.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:4
1a m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
102101 103 104 105 106
107 108 109
115 114
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AR
EA
- C D1
AR
EA
- C D1
AREA 104 - CD104
PLAN
NORTH
SCALE:1" = 10'
AREA 111 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
AREA 115 - CD115
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING
ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT
DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT
REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X.
5. DEMOLISH MONITORING WELL.
6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.
9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.
11. REMOVE RAILROAD TRACK. SALVAGE RAIL FOR REINSTALLATION.
12. NOT USED.
15. DEMOLISH COMPRESSED AIR PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALLOUT
FOR SIZE AND TYPE.
19. DEMOLISH STEAM PIPING. SEE CALLOUT FOR SIZE AND TYPE.
21. DEMOLISH SUBMARINE FIREFIGHTING PIPING AND APPURTENANCES.
SEE CALLOUT FOR SIZE AND TYPE.
22. TEMPORARY PIPE CAP.
26. DEMOLISH FRESH WATER, AIR, AND SALT WATER PIPING IN UTILITY
TRENCH.
31. EXISTENCE OF STEAM LOOPS IS UNKNOWN, DEMOLISH LOOP AND
ANY SUPPORTING CONCRETE UTILITY TRENCH IF ENCOUNTERED.
33. SALVAGE MAGNETIC FLOW METER FOR REUSE.
34. DEMOLISH UTILITY LINE.
36. DEMOLISH MOORING BOLLARD (SEE SD-508).
42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE
EXISTING UTILITY TUNNEL.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144789
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD111
AS NOTED
CR
AN
E
BE
AM
/R
AI
L
DE
M
OL
IT
IO
N
LI
M
IT
S
/0 4/
W
BE
CR
AN
E
DE
M
OL
IT
IO
N
LI
M
IT
S
/3
0/
SEE NOTE 6
18" C
18" C
18" C
COPING WALL
8" DI
IP
IP
TYP
IP
C4
CD501
36 36
42 42
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
2.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:4
1a m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
102101 103 104 105 106
107 108 109
115 114
112112
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AR
EA
- C D1
AR
EA
- C D1
AREA 105 - CD105
PLAN
NORTH
SCALE:1" = 10'
AREA 112 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING
ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT
DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT
REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X.
4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.
5. DEMOLISH MONITORING WELL.
6. DEMOLISH CRANE RAIL, BASE PLATES, AND HARDWARE.
9. DEMOLISH RAILROAD TRACK, TIES, AND HARDWARE.
16. DEMOLISH FRESHWATER PIPING AND APPURTENANCES. SEE
CALLOUT FOR SIZE AND TYPE.
20. DEMOLISH STORM DRAIN PIPING. SEE CALLOUT FOR SIZE AND TYPE.
22. TEMPORARY PIPECAP.
24. DEMOLISH FIRE HYDRANT.
27. DEMOLISH STORM DRAIN INLET OR YARD DRAIN.
28. DEMOLISH STORM DRAIN MANHOLE.
36. DEMOLISH MOORING BOLLARD (SEE SD-508).
42. SEE MECHANICAL DEMOLITION DRAWINGS FOR UTILITIES WITHIN THE
EXISTING UTILITY TUNNEL.
43. TEMPORARY BYPASS SYSTEM FOR 18" STORM DRAIN SYSTEM.
BYPASS SYSTEM MUST BE CAPABLE OF MAINTAINING FLOW UP TO
2,800 GPM AND REMAIN IN PLACE FOR THE DURATION OF
CONSTRUCTION. SEE CD113A FOR BYPASS SYSTEM TIE IN LOCATION
FOR THE TERMINATION OF THE BYPASS SYSTEM.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144790
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD112
AS NOTED
DE
M
OL
IT
IO
N
LI
M
IT
S
/3 0/
12" DI
TYPC4
CD50122
DEMOLISH
STEAM
TUNNEL
A2
CD501
SHEET NOTES
1. SEE V-001 & V-002 FOR EXISTING CONDITIONS SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES, AND DRAINAGE
NARRATIVE.
4. EXISTING PAVEMENT MARKINGS NOT SHOWN FOR CLARITY.
5. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMOLITION OF
ELECTRICAL/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
6. SEE SD DRAWINGS FOR DEMOLITION IN DRY DOCK , UTILITY TUNNEL, AND
UNDERGROUND CRANE FOUNDATION.
7. BACKGROUND SHOWN IS A COMBINATION OF SURVEY AND HISTORICAL
RECORDS.
8. PROTECT EXISTING CAPSTAN FOUNDATIONS FOR THE DURATION OF THE
CONSTRUCTION.
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-
CD
5.d wg L
AY
OU
T
NA
ME
: C
IV
IL
DE
MO
LIT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 9:4
2a m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
PLAN
NORTH
SCALE:1" = 10'
AREA 115 - CIVIL DEMOLITION AND EROSION CONTROL PLAN
102101 103 104 105 106
107 108 109
115 114
112115
DRY DOCK 2
DRY DOCK 4
DRY DOCK 3
KEY PLAN
PLAN
NORTH
AREA 110 - CD110 AREA 111 - CD111
2. DEMOLISH ASPHALT PAVEMENT, FULL DEPTH. SAWCUT EXISTING
ASPHALT PAVEMENT AT PERIMETER WHERE ASPHALT PAVEMENT
DOES NOT MEET CONCRETE OR OTHER FINISHED EDGE NOT
REQUIRED TO BE DEMOLISHED. SEE DEMOLITION NOTES C-00X.
4. DEMOLISH PIPE BOLLARD AND CONCRETE FOUNDATION.
12. NOT USED.
17. DEMOLISH SALTWATER PIPING AND APPURTENANCES. SEE CALL OUT
FOR SIZE AND TYPE.
22. TEMPORARY PIPE CAP.
31. EXISTENCE OF STEAM LOOPS IS UNKNOWN, DEMOLISH LOOP AND
ANY SUPPORTING CONCRETE UTILITY TRENCH IF ENCOUNTERED.
35. DEMOLISH STEAM PRESSURE REDUCING STATION. DEMOLISH ALL
APPURTENANCES, PIPE SUPPORTS, FITTING AND FOUNDATIONS.
SHEET KEYNOTES
JMW
NTJ MM JAG
14144792
CI
VI
L
DE
M
OL
IT
IO
N
AN
D
ER
OS
IO
N
CO
NT
RO
L
PL
AN
AR
EA
CD115
AS NOTED
CR
AN
E
RA
IL
D
EM
OL
IT
IO
N
LI
M
IT
S
/3
0/
W
BE
100.00
0.
100.50
100.50
100.00 100.50
100.50
101.00
0.
5%
0.5
2.4%
1.0
1.0% 1.3%
0.8
0+46
0+003+50
4+00
4+50 5+00
EMH-2031EMH-2032
EMH-2033
TMH-2032
TMH-2031FROG #21
C3
CS505
TR100.20
TR100.21
LP100.16
LP100.16
HP100.30
TR100.20
TR100.20
TR100.24
TR100.27
100.22±(MG)
LP100.16
HP100.30
LP100.16
HP100.29
TR100.30TR100.23
TR100.30
TR100.23
HP100.30
TW102.50
BW100.44
TW102.50
BW100.48
100.28±(MG)
100.19±(MG)
100.29
100.55
100.60
100.95
100.28
TR100.19
MG±
TR100.17
MG±
TR100.23
100.57
MOORING BOLLARD
SEE STRUCTURAL
CAPSTAN
SEE STRUCTURAL
CAPSTAN
SEE STRUCTURAL
MOORING BOLLARD
SEE STRUCTURAL
A1
CS504
B3
CS502 A2
CS503
A2
CS503
B1
CS502
TYP. 12
11 11
101.13±(MG) 101.95±(MG)
101.45±(MG)
100.77±(MG)
100.86±(MG)
100.88±(MG)
101.53±(MG)
101.03±(MG)
101.47±(MG)
TOP OF UTIL
100.54
100.50
END
3909 39133912
D577
CO3
CO4
15" SD (STORM-2)
8" SD (STORM-4)
18" SD (STORM-2) 18" SD (STORM-2)
6" S
D
15" SD (STORM-2) 18" SD (STORM-2)
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-
CS
5.d wg L
AY
OU
T
NA
ME
: C
IV
IL
SI
TE
P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 4:4
9p m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
AR
EA
- C S1
SHEET NOTES
AR
EA
- C
S1
PLAN
NORTH
SCALE:1" = 10'
AREA 105 - CIVIL SITE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
KEY PLAN
PLAN
NORTH
AREA 118 - CS118
AREA 112 - CS112
SHEET KEYNOTES
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES.
4. SEE CU SHEETS FOR UTILITY WORK IN THIS AREA.
5. SEE S- SHEETS FOR STRUCTURAL WORK IN THIS AREA.
6. SEE M- SHEETS FOR MECHANICAL WORK IN THIS AREA.
7. SEE E.- SHEETS FOR ELECTRICAL / TELECOM WORK IN THIS AREA.
2. ASPHALT PAVEMENT, MATCH GRADE OF EXISTING PAVEMENT AT
TIE IN LOCATIONS.
5. RAILROAD SLAB
8. CRANE RAIL SWITCH.
9. NEW CRANE RAIL FROG
10. CRANE RAIL.
11. YARD DRAIN. SEE CS201-CS202 SHEETS FOR STRUCTURE
INFORMATION.
12. STORM DRAIN PIPING. SEE CS201-CS202 SHEETS FOR PROFILES.
13. CONNECT TO EXISTING PIPE WITH MECHANICAL JOINT.
16. RAILROAD STOP.
21. 6" UNDERDRAIN.
22. NNSY CONTROL MONUMENT.
24. 4" DUCTILE IRON SWITCH DRAIN.
CLEAN OUT INVERT SCHEDULE
STRUCTURE NUMBER INVERT ELEVATION
CO 3 98.20
INLET 3911 97.78
CO 4 98.62
INLET 3913 98.60
JMW
NTJ MM JAG
14144798
CI
VI
L
SI
TE
P
LA
N
- A
RE
A
CS105
AS NOTED
CR
AN
E
RA
IL
R
EC
ON
ST
RU
CT
IO
N
LI
M
IT
S
/3
0/
W
BE
5/
CONC
RAMP
CO5
18" SD (STORM-2)
18" SD (STORM-2) 18" SD (STORM-2) 18" SD (STORM-2)
" S
D (S
TO
R
M -5
3915A
18" SD (STORM-2)
FROG #20 100.50
100.50
1.0
101.50
1.
100.50
0.
100.50
1.2%
1.
4%
1.4
1.4%
7+15 5+50
6+00 6+50
7+00
EMH-2030
TMH-2030
EXISTING
EMH-1031C
EXISTING
EMH-1306
N:3465297.20 E:12128923.89
HP100.30
LP100.16
TR100.30
TR100.30
TR100.30
TR100.20
MG±
TR100.21
MG±
LP100.16
100.30
TR100.30
TR100.30
TR100.30 100.30
TR100.30 100.55
102.50
102.50
106.00
100.50
106.00
106.00
106.00
100.50TW102.50
BW100.48
TW102.50
BW100.50
TW106.00
BW100.55
100.64±(MG)
100.58±(MG)
100.28
TR100.19
MG±
TR100.26
MG±
100.94±(MG)
100.71±(MG)
100.79±(MG)
101.18±(MG)
100.48±(MG)
101.13±(MG)
101.46±(MG)
100.29±(MG)
A2
CS503
A2
CS503
A1
CS504
C4
CS503
A2
CS503
1211 17
12 20
10 24
10 11
25 A4
CS506
100.27±(MG)
LP100.05
TYP
NEW OUTFALL
INVERT: 91.58
END
END
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-
CS
6.d wg L
AY
OU
T
NA
ME
: C
IV
IL
SI
TE
P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 4:4
9p m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
AREA 113 - CS113
SHEET NOTES
AR
EA
- C
S1
PLAN
NORTH
SCALE:1" = 10'
AREA 106 - CIVIL SITE PLAN
KEY PLAN
PLAN
NORTH
SHEET KEYNOTES
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES.
4. SEE CU SHEETS FOR UTILITY WORK IN THIS AREA.
5. SEE S- SHEETS FOR STRUCTURAL WORK IN THIS AREA.
6. SEE M- SHEETS FOR MECHANICAL WORK IN THIS AREA.
7. SEE E.- SHEETS FOR ELECTRICAL / TELECOM WORK IN THIS AREA.
2. PROVIDE ASPHALT PAVEMENT, MATCH GRADE OF EXISTING
PAVEMENT AT TIE IN LOCATIONS.
8. CRANE RAIL SWITCH.
9. NEW CRANE RAIL FROG.
10. CRANE RAIL.
11. YARD DRAIN. SEE CS201-CS202 SHEETS FOR STRUCTURE
INFORMATION.
12. STORM DRAIN PIPING. SEE CS201-CS202 SHEETS FOR PROFILES.
13. CONNECT TO EXISTING PIPE WITH MECHANICAL JOINT.
17. STORM DRAIN VALVE VAULT.
20. CRANE RAIL STOP. SEE STRUCTURAL FOR DETAILS.
24. 4" DRAIN.
25. GUARD POST.
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
CLEAN OUT INVERT SCHEDULE
STRUCTURE NUMBER INVERT ELEVATION
CO 5 98.20
INLET 3914 97.60
JMW
NTJ MM JAG
14144799
CI
VI
L
SI
TE
P
LA
N
- A
RE
A
CS106
AS NOTED
CR
AN
E
RA
IL
R
EC
ON
ST
RU
CT
IO
N
LI
M
IT
S
/3
0/
W
BE
3896 30" SD (STORM-1)3896 30" SD (STORM-1)
100.50
101.00
0.
100.50
100.50
0.
2.
SWALE0+00 0+50 1+00
EMH-2036
TMH-2037
N:3465308.90 E:12128164.02
FROG #26
FROG #28
FROG #29
9.00'
7.71'
TYP
TYP
100.48±(MG)
100.47±(MG)
TW102.50
BW100.40
TW102.50
BW100.50
TR100.30
TR100.30
TR100.40
100.38±(MG)
TR100.30
TR100.30
TR100.30
TR100.31
MG±
TR100.34
MG±
TR100.30
TR100.30
100.34±(MG)
100.35±(MG)
100.36±(MG)
100.35±(MG)
100.36±(MG)
TR100.41
MG±
100.30
IE: 98.20
TW106.00
BW102.50
TW102.44
BW100.40
TW102.44
BW100.40
TW102.44
BW100.40
TW102.50
BW100.45
TW106.00
BW102.50
TW106.00
BW102.50
EXPANSION JOINT
EVERY 50'
TR100.74
MG±
A1
CS502
A1
CS503
A1
CS502
8 12
A1
CS501
14-INCH
HEAVY DUTY
A4
CS50625
LIMITS OF GRADING
LIMITS OF GRADING
END
END
CAPSTAN
SEE STRUCTURAL
FROG #27
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-
CS
0.d wg L
AY
OU
T
NA
ME
: C
IV
IL
SI
TE
P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 4:5
0p m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
SHEET NOTES
PLAN
NORTH
SCALE:1" = 10'
AREA 110 - CIVIL SITE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119 110
KEY PLAN
PLAN
NORTH
AR
EA
- C S1
AR
EA
- C S1
AREA 103 - CS103
AREA 115 - CS115
SHEET KEYNOTES
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES.
4. SEE CU SHEETS FOR UTILITY WORK IN THIS AREA.
5. SEE S- SHEETS FOR STRUCTURAL WORK IN THIS AREA.
6. SEE M- SHEETS FOR MECHANICAL WORK IN THIS AREA.
7. SEE E.- SHEETS FOR ELECTRICAL / TELECOM WORK IN THIS AREA.
1. ASPHALT PAVEMENT REPAIR OVER INSTALLED UTILITY TRENCH.
2. ASPHALT PAVEMENT. MATCH GRADE OF EXISTING PAVEMENT AT
TIE IN LOCATIONS.
3. CONCRETE PAVEMENT. SEE PLAN FOR SECTION DEPTH. MATCH
GRADE OF EXISTING PAVEMENT AT TIE IN LOCATIONS.
6. STANDARD RAILROAD TRACK SYSTEM.
7. INSTALL SALVAGED FROG.
8. CRANE RAIL SWITCH.
9. NEW CRANE RAIL FROG.
10. CRANE RAIL.
12. STORM DRAIN PIPING. SEE CS201-CS202 SHEETS FOR PROFILES.
18. STORM MANHOLE. SEE CS201-CS202 SHEETS FOR STRUCTURE
INFO.
24. 4" DUCTILE IRON SWITCH DRAIN.
25. GUARD POST.
JMW
NTJ MM JAG
14144802
CI
VI
L
SI
TE
P
LA
N
- A
RE
A
CS110
AS NOTED
CR
AN
E
RA
IL
R
EC
ON
ST
RU
CT
IO
N
LI
M
IT
S
/3
0/
W
BE
30" SD (STORM-1)
MV
CAPSTAN
SEE STRUCTURAL
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
0 S76° 49' 05.49"E
CAPSTAN
SEE STRUCTURAL
30" SD (STORM-1)
MV
A1
CS503
18 A1
CS503
B3
CS502
23A3
CS502
A1
CS502
100.50
100.50
100.50
100.50
101.00
100.50
100.50
100.50
101.00
101.00
101.00
SWALE
SWALESWALESWALE
SWALE
1.0
1+50 2+00 2+50 3+00
EMH-2037
EXISTING
EMH-1526
TMH-2039
TMH-2038
TMH-2040
ST
AI
R WP#2
N:3465186.03 E:12128462.34
WP#1
N:3465152.62 E:12128448.94
FROG #30
FROG #31
GENERATORPLATFORMFFE: 108.0
TW102.50
BW100.50
TR100.30
TR100.30
TR100.74
MG±
TR100.30
TR100.30HP100.30LP100.18 LP100.18
101.14±(MG)
101.25±(MG)
100.93
100.60
100.54
100.26
TW102.50
BW100.50
TR100.40
100.60±(MG)
100.56
100.80
TR100.57
100.69±(MG)
101.00±(MG)
100.54±(MG)
100.53±(MG) 100.45±(MG)
100.73±(MG)
100.71±(MG)
100.54±(MG)
100.46±(MG) 100.49±(MG)
100.54±(MG)
TR100.47
MG±
100.43
100.71
LIMITS OF GRADING
A1
CS503
18 A1
CS503
B3
CS502
23A3
CS502
A1
CS502
PROTECT EXISTING
FIRE HYDRANT
TOP OF UTIL
100.40
100.39
TOP OF UTIL
100.54
100.57
END
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-
CS
1.d wg L
AY
OU
T
NA
ME
: C
IV
IL
SI
TE
P
LA
N
- A
RE
A
PL
OT
TE
D:
T ue sd ay
, J un e 0 3, 4:5
0p m
US
ER
: n jon es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
SHEET NOTES
KEY PLAN
PLAN
NORTH
AR
EA
- C S1
AR
EA
- C S1
AREA 104 - CS104
PLAN
NORTH
SCALE:1" = 10'
AREA 111 - CIVIL SITE PLAN
AREA 115 - CS115
SHEET KEYNOTES
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-002 THROUGH C-004 FOR EROSION CONTROL NOTES.
4. SEE CU SHEETS FOR UTILITY WORK IN THIS AREA.
5. SEE S- SHEETS FOR STRUCTURAL WORK IN THIS AREA.
6. SEE M- SHEETS FOR MECHANICAL WORK IN THIS AREA.
7. SEE E.- SHEETS FOR ELECTRICAL / TELECOM WORK IN THIS AREA.
1. ASPHALT PAVEMENT REPAIR OVER INSTALLED UTILITY TRENCH.
2. ASPHALT PAVEMENT. MATCH GRADE OF EXISTING PAVEMENT AT TIE IN
LOCATIONS.
6. STANDARD RAILROAD TRACK SYSTEM.
10. CRANE RAIL.
12. STORM DRAIN PIPING. SEE CS201-CS202 SHEETS FOR PROFILES.
16. RAIL STOP.
18. STORM DRAIN MANHOLE. SEE CS201-CS202 SHEETS FOR STRUCTURE
INFO.
23. RAILROAD REPAIR SECTION AT SHALLOW UTILITY CROSSING.
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119 111
JMW
NTJ MM JAG
14144803
CI
VI
L
SI
TE
P
LA
N
- A
RE
A
CS111
AS NOTED
CR
AN
E
BE
AM
/R
AI
L
RE
CO
NS
TR
UC
TI
ON
L
IM
IT
S 0
4/
/2
W
BE
CR
AN
E
RA
IL
R
EC
ON
ST
RU
CT
IO
N
LI
M
IT
S
/3
0/
W
BE
ST
A
+5
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
S76° 49' 05.49"E
SFF
FW FW FW FW FW FW FW FW FWFW
STM
SFF SFF SFF
SFF
SW SW SW
FW FW FW FW5+50 6+50
4+50
5+
0+50 1+50
0+00
0+07
0+ 000+
0+006+00 7+00 0+14
0+
0+07
0+
5+58
5+00
0+00
1+000+
0+
0+00
1+051+00
DRY DOCK 3
4"FW
6" SFF-1
8" FW-1
6"
SF
F4"
FW
6" SFF-1
8" FW-1
12" SW-2
" S
W -2
6"
SW 6"
SW
6"
SW
6" S
TM
-5
EXISTING
EMH-1031A
TMH-2032
EXISTING EMH-1302
EXISTING EMH-1301B
EMH-2032
EMH-2033
TYP
TYP
TYP
TYP
TYP
8" x 4" TEE
12" x 6" TEE
12" x 6" TEE
STRUCTURAL
FOUNDATION
UTILITY TRENCH
CRANE RAIL
RAILROAD
STRUCTURAL
FOUNDATION
CRANE RAIL
8" x 4" TEE 12" x 6" TEE
SW
NR
2A
SW
NR
2B
DD
FN
R4
8" FW-2
FW
NR
FW
NR
SF
F-
8" FW-1
12" SW-2
12" SW-4
C3
CU502 12
9TYP
SW-4
SW-2
TYP
6 STM-5
FW-2
CU501
C2
S-539
C1 UTILITY
TROUGH
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-
CU
5.d wg L
AY
OU
T
NA
ME
: C
IV
IL
UT
ILI
TI
ES
P
LA
N
- A
RE
A
PL
OT
TE
D:
M on da y, Ju ne
, 2
5 -
1:
pm U
SE
R:
nj on es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
AR
EA
- C U1
SHEET NOTES
AR
EA
- C
U1
PLAN
NORTH
SCALE:1" = 10'
AREA 105 - CIVIL UTILITIES PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
KEY PLAN
PLAN
NORTH
AREA 112 - CU112
SHEET KEYNOTES
1. CONNECT TO EXISTING WATER SYSTEM (FW)
3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)
9. 45° BEND MATCH PIPE SIZE
10. 90° ELBOW MATCH PIPE SIZE
12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE
14. SEE MECHANICAL DRAWINGS FOR CONTINUATION
15. PIPE SLEEVE
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-004 FOR EROSION CONTROL NOTES.
4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY
DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.
5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY
TUNNELS AND DRY DOCK.
6. SEE ELECTRICAL DRAWINGS FOR WORK ON
POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING
STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING
THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS
NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY
PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.
8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES
FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK
LOCATIONS.
23. PIPE CASING
8. 22.5° BEND MATCH PIPE SIZE
6. CONNECT TO EXISTING STEAM (STM)
19. STEAM PIPE SLEEVE
24. NOT USED
25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL
JMW
NTJ NTJ JAG
14144817
CI
VI
L
UT
IL
IT
IE
S
PL
AN
AR
EA
CU105
AS NOTED
RE
ST
RA
IN
ED
JO
IN
TS
/3 0/
W
BE
(6" COMPOSITE STEAM PIPE SYSTEM)
EX
IS
TI
NG
S
TE
AM
P
IP
E
/3 0/
W
EOI
WV
WV
WV
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
S76° 49' 05.49"E
5/
S S
FM
CA CA
STM STM
FW FW FW
SSFM SSFM SSFM
FW
CO5FW
SW SW SW
0+00
0+
7+50
0+
0+
2+
0+64
-0+01
0+00
0+
0+00
7+
0+15
0+
0+67
0+00
0+72
0+00
2+
2+00
0+
0+00
DRY DOCK 3
8" FW-1
12" SW-2
12"
SW-2
4" STM-4
2.5" CA-6
4" SSFM-4
TYP
8"
FW-3
4"FW
8x6
TYP
TMH-2030
EXISTING
EMH-1031C
EXISTING
EMH-1306
EMH-2030
TYP
4 5 6
UTILITY TRENCH STRUCTURAL
FOUNDATION
CRANE RAIL
8" x 4" TEE
FLOODWALL
FOUNDATION
FW
NR
DD
FN
R5
FW
-1
FW
-3
ST
M
-4
SS
FM
-4
CA
-6
HYDRANT 4
TYPC3
CU50212
A1
CU50217
C2
CU50222
SW-2
FW-3
TYP9
TYP 10
12" x 4" TEE
TYP 8
6"
SW
CU501
C2TYP
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-
CU
6.d wg L
AY
OU
T
NA
ME
: C
IV
IL
UT
ILI
TI
ES
P
LA
N
- A
RE
A
PL
OT
TE
D:
M on da y, Ju ne
, 2
5 -
1:
pm U
SE
R:
nj on es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
AREA 113 - CU113
SHEET NOTES
AR
EA
- C
U1
PLAN
NORTH
SCALE:1" = 10'
AREA 106 - CIVIL UTILITIES PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
KEY PLAN
PLAN
NORTH
SHEET KEYNOTES
1. CONNECT TO EXISTING WATER SYSTEM (FW)
3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)
4. CONNECT TO EXISTING COMPRESSED AIR SYSTEM (CA)
5. CONNECT TO EXISTING SANITARY SEWER SYSTEM(SSFM)
6. CONNECT TO EXISTING STEAM SYSTEM (STM)
8. 22.5° BEND MATCH PIPE SIZE
9. 45° BEND MATCH PIPE SIZE
10. 90° ELBOW MATCH PIPE SIZE
11. REDUCER
12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE
14. SEE MECHANICAL DRAWINGS FOR CONTINUATION
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-004 FOR EROSION CONTROL NOTES.
4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY
DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.
5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY
TUNNELS AND DRY DOCK.
6. SEE ELECTRICAL DRAWINGS FOR WORK ON
POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING
STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING
THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS
NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY
PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.
8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES
FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK
LOCATIONS.
15. PIPE SLEEVE
17. FIRE HYDRANT ASSEMBLY
22. TAPPING SLEEVE
23. PIPE CASING
24. NOT USED
25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL
JMW
NTJ NTJ JAG
14144818
CI
VI
L
UT
IL
IT
IE
S
PL
AN
AR
EA
CU106
AS NOTED
RE
ST
RA
IN
ED
JO
IN
TS
/3 0/
W
BE
2(4" COMPOSITE PIPE SYSTEM)
EX
IS
TI
NG
S
TE
AM
P
IP
E
/3 0/
DRY DOCK 6SUBSTRUCTURE
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
0 S76° 49' 05.49"E
STMSTM
STMSTMSTMSTM
SW
SW SW
S S
FM
SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM SSFM
CA CA CA CA
S
TM
C A
C A
SW
CA
S S
FM
S
S
FM
S S
FM
D
D D
D D
SW
FW FW FW
FW
FW
FW
FW FW
FWFW
FW
FW
SW SW
0+
1+50
0+
1+50
1+50
4+50
0+
1+50
0+50
1+
11+50
0+51
0+00
1+71
0+00
1+00
0+52 0+00
0+48
0+00
1+75
0+00
1+00
1+82
4+68
0+29
0+00
1+67
0+00
1+00
1+82
0+001+00
12+37
+0
12+00
DRY DOCK 3
WETWELL PUMP HOUSE
FFE: 108.0 GENERATOR PLATFORM
FFE: 108.0
8" FW-6
3" S
TM
-1
3" C
A-
8" FW-7
12" SW-1
3" STM-1
3" CA-4
6" SSFM-1
12" SW-1
6" ASW-1 6" OWWO-1
10" EMP-1
6" S
SF
M
-1 8"
F W
-7
TYP
8" F
W -8
8" F
W -7
2"
SS
8x4
7' MI
N
TYP
TMH-2041
EMH-2049
EMH-2050
8" x 8" TEE
STRUCTURAL
FOUNDATION
SEE PLUMBING FOR
BUILDING SANITARY
SEWER CONNECTION
UTILITY TRENCH
CRANE RAIL
8" x 8" TEE
TYP14
STACK 10" OWWO
PIPES AS NEEDED
OWWO RISER
SEE MECHANICAL
TYP9
10TYP
TYP
8" FW-9
FW
-7
ST
M
-1
CA
-4
SS
FM
-1
SEE PLUMBING FOR
ROOF DRAIN
CONNECTION
TYP C3
CU502 12
SW-1
TYP
SEE WETWELL STRUCTURAL
FOR PILE CUT OFF ELEVATIONS
FW-7
STM-1
SSFM-1
CA-4
24.00'
30.00'
10" OWWO-1
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-
CU
3.d wg L
AY
OU
T
NA
ME
: C
IV
IL
UT
ILI
TI
ES
P
LA
N
- A
RE
A
PL
OT
TE
D:
M on da y, Ju ne
, 2
5 -
1:
pm U
SE
R:
nj on es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
SHEET NOTES
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
KEY PLAN
PLAN
NORTH
AR
EA
- C U1
AREA 106 - CU106
PLAN
NORTH
SCALE:1" = 10'
AREA 113 - CIVIL UTILITIES PLAN
SHEET KEYNOTES
7. 11.25° BEND MATCH PIPE SIZE
8. 22.5° BEND MATCH PIPE SIZE
9. 45° BEND MATCH PIPE SIZE
10. 90° ELBOW MATCH PIPE SIZE
12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE
14. SEE MECHANICAL DRAWINGS FOR CONTINUATION
1. CONNECT TO EXISTING FRESH WATER SYSTEM (FW)
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL
CIVIL NOTES.
3. SEE C-004 FOR EROSION CONTROL NOTES.
4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY
DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.
5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY
TUNNELS AND DRY DOCK.
6. SEE ELECTRICAL DRAWINGS FOR WORK ON
POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING
STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING
THE EXISTING CONNECTIONS AND PROVIDING THE FITTINGS
NECESSARY FOR INSTALLING THE PROPOSED PATHS, SEE THE UTILITY
PROFILES FOR LOCATIONS OF VERTICAL OFFSETS.
8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES
FOR MECHANICALLY RESTRAINED JOINTS AND THRUST BLOCK
LOCATIONS.
11. REDUCER
3. CONNECT TO EXISTING SALT WATER SYSTEM (SW)
4. CONNECT TO EXISTING COMPRESSED AIR SYSTEM (CA)
5. CONNECT TO EXISTING SANITARY SEWER (SSFM)
6. CONNECT TO EXISTING STEAM SYSTEM (STM)
18. STEAM EXPANSION LOOP
24. NOT USED
25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL.
JMW
NTJ NTJ JAG
14144823
CI
VI
L
UT
IL
IT
IE
S
PL
AN
AR
EA
CU113
AS NOTED
RE
ST
RA
IN
ED
JO
IN
TS
/3 0/
W
BE
(3" COMPOSITE STEAM PIPE SYSTEM) 2
EX
IS
TI
NG
S
TE
AM
P
IP
E
/3 0/
DRY DOCK 7SUBSTRUCTURE
1+
1+
1+
1+
STM
STM
STM
SW
SW
" S
W -3
TYP
6" S
TM
-2
SW-3
STM-2
CU502
A2
C3
CU50212
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-
CU
5.d wg L
AY
OU
T
NA
ME
: C
IV
IL
UT
ILI
TI
ES
P
LA
N
- A
RE
A
PL
OT
TE
D:
M on da y, Ju ne
, 2
5 -
1:
pm U
SE
R:
nj on es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
0 20'10'
SHEET NOTES
KEYNOTES
PLAN
NORTH
SCALE:1" = 10'
AREA 115 - CIVIL UTILITIES PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
109119
KEY PLAN
PLAN
NORTH
AREA 110 - CU110 AREA 111 - CU111
1. SEE V-001 THRU V-203 FOR EXISTING SURVEY LEGEND AND NOTES.
2. SEE C-001 AND C-002 FOR LEGEND, ABBREVIATIONS, AND GENERAL CIVIL
NOTES.
3. SEE C-004 FOR EROSION CONTROL NOTES.
4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL WORK INSIDE THE DRY
DOCK, MOORING DEVICES, AND OTHER ITEMS AS INDICATED.
5. SEE MECHANICAL DRAWINGS FOR UTILITY WORK IN THE UTILITY TUNNELS
AND DRY DOCK.
6. SEE ELECTRICAL DRAWINGS FOR WORK ON
POWER/TELECOMMUNICATIONS EQUIPMENT, CABLING, AND SYSTEMS.
7. UTILITY ROUTES ARE DRAWN FOR SCHEMATIC PURPOSES USING
STANDARD FITTINGS, CONTRACTOR IS RESPONSIBLE FOR LOCATING THE
EXISTING CONNECTIONS AND PROVIDING THE FITTINGS NECESSARY FOR
INSTALLING THE PROPOSED PATHS, SEE THE UTILITY PROFILES FOR
LOCATIONS OF VERTICAL OFFSETS.
8. THRUST BLOCKS NOT SHOWN FOR CLARITY. SEE C-002 UTILITY NOTES
FOR THRUST BLOCK LOCATIONS.
12. GATE VALVE AND VALVE BOX MATCH PIPE SIZE
6. CONNECT TO EXISTING STEAM (STM)
3. CONNECT TO EXISTING SALTWATER (SW)
25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL
JMW
NTJ NTJ JAG
14144824
CI
VI
L
UT
IL
IT
IE
S
PL
AN
AR
EA
CU115
AS NOTED
RE
ST
RA
IN
ED
JO
IN
TS
/3 0/
W
BE
(6" COMPOSITE STEAM PIPE SYSTEM) 2
EX
IS
TI
NG
S
TE
AM
P
IP
E
/3 0/
85.0
90.0
95.0
100.0
105.0
110.0
2+50 2+85
FINISHED GRADE
10" SSFM
6" CA10" SSFM
6" CA 6" CA
10" SSFM
11.25° BEND
11.25° BEND
SEE MECHANICAL
FOR CONTINUATION
0.25%
STEAM ANCHOR
STATION
85.0
90.0
95.0
100.0
105.0
110.0
85.0
90.0
95.0
100.0
105.0
110.0
-0+25 0+00 0+50 1+00
FINISHED GRADE
EXISTING GRADE
DUCT BANK
18" STORM
2.5" STEAM
SEE MECHANICAL
FOR CONTINUATION CONNECT
TO EXISTING
0.25% MIN
STEAM ANCHOR
STEAM ANCHOR
85.0
90.0
95.0
100.0
105.0
110.0
85.0
90.0
95.0
100.0
105.0
110.0
-0+25 0+00 0+50 1+00 1+50
DUCT BANK
DUCT BANK
CONNECT
TO EXISTING
6" STEAM
FINISHED GRADE
12" SW
DUCT BANK
SEE MECHANICAL
FOR CONTINUATION
0.25% MIN0.25% MIN
HIGH POINT
ELEV:98.20'
PIPE SLEEVE
6" SFF
8" FW
15" STORM
PIPE SLEEVE
CRANE RAIL
CRANE RAIL RAIL SLAB CRANE RAIL
22.5° BEND
STEAM VAULT
WITH DRIP LEG
DRIP LEG
STEAM ANCHOR
RECONSTRUCT CONCRETE TIE BEAM
APPROXIMATE LOCATION
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-
CU
5.d wg L
AY
OU
T
NA
ME
: S
TE
AM
P
RO
FI
LE
S
- 2
P
LO
TT
ED
: M on da y, Ju ne
, 2
5 -
1:
pm U
SE
R:
nj on es
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
SEAL
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
MICHAEL A. WASSELL
NNSY CODE 900F.1
DIVISION HEAD
11/20/2024
WILLIAM B. FORBES, PE
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
01/14/2025
SCALE:
STEAM PROFILE - STM-3 (CONT'D)
CU103VERT: 1" = 5' HORZ: 1" = 10"
2+25 85.0
95.0
105.0
100.0
90.0
110.0
SCALE:
STEAM PROFILE - STM-4
CU106VERT: 1" = 5' HORZ: 1" = 10"
SCALE:
STEAM PROFILE - STM-5
CU104 - CU105VERT: 1" = 5' HORZ: 1" = 10"
M A
TC
H
L
IN
E
S E
E S
H E
E T
C U
1. SEE C-001 FOR CIVIL LEGEND AND ABBREVIATIONS.
2. SEE C-002 FOR CIVIL NOTES.
3. SEE "V" SHEETS FOR EXISTING CONDITION INFORMATION AND SURVEY
LEGEND AND NOTES.
4. SEE STRUCTURAL AND MECHANICAL DRAWINGS FOR PENETRATION
DETAILS THROUGH STRUCTURES.
5. VERTICAL OFFSETS SHOWN ARE APPROXIMATE, ADJUST BEND
LOCATIONS TO SUIT FIELD CONDITIONS.
6. WHERE PROPER COMPACTION IS NOT ACHIEVABLE, CONTROLLED LOW
STRENGTH MATERIAL MUST BE USED.
7. SEE MF AND MS SHEETS FOR UTILITY CONTINUATION IN UTILITY TRENCH.
8. UTILITY PROFILES INDICATE VERTICAL OFFSETS ONLY, SEE CU103-CU113
DRAWINGS FOR HORIZONTAL ALIGNMENT.
SHEET NOTES
JMW
NTJ WDF JAG
14144839
ST
EA
M P
RO
FI
LE
S
- 2
CU215
AS NOTED
4" STEAM
ST
EA
M
P
IP
E
SI
ZE
/3 0/
W
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
S
TA
1 +
S
TA
1 +
S
TA
3 +
S
TA
2 +
S
TA
2 +
NUCLEAR BLDG
DATR
8 81
F W
D 3N
R
S T
A
1+
C A
D 3C
N R
S
T A
1+
S T
M D
3N R
S
T A
1+
C H
T D
3N R
S
T A
1+
C A
D 3C
N R
S
T A
2+
S W
D 3F
N R
S
T A
2+
S W
F E
E D
S T
A
2+
C1
MS303
C1
MS305
C1
MS404
C1
MS406
C1
MS403
A1
MS406
S W
F E
E D
S T
A
2+
F W
D 3N
R
S T
A
2+
C2
MS403
C2
MS404
C3
MS406
S T
A
1+
C A
, C H
T , S
T M
S P
R T
S T
A
1+
C A
, C H
T , S
T M
S P
R T
S T
A
1+
C A
, C H
T , S
T M
S P
R T
S T
A
1+
C A
, C H
T , S
T M
S P
R T
S T
A
1+
C A
, C H
T , S
T M
S P
R T
S T
A
5+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
C A
, C H
T , S
T M
S P
R T
S T
A
2+
S W
S P
R T
S T
A
2+
S W
S P
R T
S T
A
2+
S W
S P
R T
S T
A
2+
S W
S P
R T
S T
A
2+
F W
S P
R T
S T
A
2+
C A
S P
R T
S T
A
1+
F W
S P
R T
S T
A
1+
C A
, C H
T , S
T M
S P
R T
C4
MS404
S T
A
2+
S W
S P
R T
S T
A
2+
S W
S P
R T
S T
A
1+
F W
S P
R T
A2
MS304
A4
MS304
S T
A
1+
C A
S P
R T
S T
A
2+
C A
S P
R T
S T
A
1+
F W
S P
R T
S T
A
1+
C A
S P
R T
S T
A
1+
S T
M S
P R
T
S T
A
2+
C H
T S
P R
T
S T
A
1+
C H
T S
P R
T
S T
A
2+
C A
S P
R T
S T
A
2+
F W
S P
R T
S T
A
2+
.7
F W
S P
R T
S T
A
2+
.9
S W
S P
R T
S T
A
2+
S W
S P
R T
C3
MS402
S T
A
2+
S W
S P
R T
STA 11+97.00
CHT SPRT
STA 11+97.00
CHT SPRT
S T
A
1+
.1
C H
T S
P R
T
S T
A
1+
.0
C H
T S
P R
T
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
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
/3
/2
:4 :2
P
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
MS104
M E
C H
A N
IC
A
L U
T
IL
IT
IE
S P
LA
N
A
R E
A
DMG
14145166
PJB EBC
NORTH
1. 4" FW PIPING. FOR CONTINUATION OF FW PIPING, REFER TO SHEET
CU104.
2. SW RISER, SEE DETAIL D1/MS501 FOR RISER REQUIREMENTS.
3. FW RISER, SEE D2/MS501 FOR RISER REQUIREMENTS.
4. CA COPING MANIFOLD, SEE A2/MS501 FOR RISER REQUIREMENTS.
5. CHT RISER, SEE B1/MS501 FOR RISER REQUIREMENTS.
6. STM RISER, SEE B2/MS501 FOR RISER REQUIREMENTS.
7. 4" CA PIPING DOWN TO DOCK FLOOR, FOR CONTINUATION REFER
TO SHEET MS204.
8. 6" SW PIPING. FOR CONTINUATION OF SW PIPING, REFER TO SHEET
CU104.
9. 6" CA PIPING. FOR CONTINUATION OF CA PIPING, REFER TO SHEET
CU104.
10. 3" STM PIPING. FOR CONTINUATION OF STM PIPING, REFER TO
SHEET CU104.
11. CONNECTION FEED TO DDF RISER. SEE SHEET MF104.
12. CA EXPANSION DEVICE - SEE DETAIL B1/MS504.
13. STM EXPANSION DEVICE - SEE DETAIL A1/MS504.
14. INSTALL #4 AWG WIRE IN ACCORDANCE TO ELECTRICAL
GROUNDING. SEE DETAIL A3/MS504.
0" 10' 20'
SCALE: 1" = 10'-0"
AREA 104 - MECHANICAL UTILITIES PLAN
SHEET NOTES
SHEET KEYNOTES
A R
E A
M
S
AREA 111 - MS111
A R
E A
M
S
1. REFER TO SHEET M-001 FOR LEGEND, SYMBOLS, AND
ABBREVIATIONS.
2. REFER TO MS204 FOR ELEVATION OF DRY DOCK WALL.
3. SINGLE LINE REPRESENTATING PIPING LOCATION SHOWN IN
UTILITY TRENCH FOR CLARITY. REFER TO THE SERIES MS300
DRAWINGS FOR THE FOR EXACT SYSTEMS AND LOCATION OF ALL
PIPING WITHIN UTILITY TRENCH.
4. FOR PIPE PENETRATIONS THROUGH TRENCH GRATING, REFER TO
TRENCH GRATING PENETRATION DETAIL ON STRUCTURAL
DRAWINGS.
5. REFER TO SERIES MS600 DRAWINGS FOR SUPPORT
REQUIREMENTS.
S
U P
P O
R
TS
S
T M
IN
S
U
LA
TI
O
N
/3 0/
P
JB
SEALSEALSEALSEAL
Virginia Beach, Virginia 23462 Fax: (757) 499-1757
ADVANCED
ENGINEERING
CONSULTANTS
S
TA
3 +
S
TA
5 +
S
TA
5 +
S
TA
4 +
S
TA
4 +
NUCLEAR BLDG 1475
C2
MS303
S W
F E
E D
S T
A
4+
1 1 9 9 C2
MS401
4 6
5 6
A2
MS401
F W
D 3N
R
S T
A
3+
C A
D 3C
N R
S
T A
3+
C H
T D
3N R
S
T A
3+
S W
D 3F
N R
S
T A
4+
C A
D 3C
N R
S
T A
4+
C H
T D
3N R
S
T A
5+
S T
M D
3N R
S
T A
5+
F W
D 3N
R
S T
A
4+
S W
F E
E D
S T
A
4+
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
F W
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
F W
S P
R T
S T
A
3+
F W
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
4+
S W
S P
R T
S T
A
4+
S W
S P
R T
S T
A
4+
S W
S P
R T
S T
A
4+
S W
S P
R T
S T
A
4+
C A
, C H
T , S
T M
S P
R T
S T
A
5+
C A
, C H
T , S
T M
S P
R T
S T
A
5+
C A
, C H
T , S
T M
S P
R T
A1
MS404
C2
MS305
10 10
S T
A
3+
F W
S P
R T
S T
A
4+
C A
S P
R T
12 12 12
C3
MS407
S T
A
3+
C A
S P
R T
S T
A
3+
C A
S P
R T
13 14
S T
A
4+
S W
S P
R T
S T
A
4+
S W
S P
R T
S T
A
3+
C A
S P
R T
S T
A
4+
C A
S P
R T
S T
A
5+
C A
, C H
T , S
T M
S P
R T
S T
A
3+
F W
S P
R T
S T
A
3+
.7
F W
S P
R T
S T
A
3+
C H
T S
P R
T
S T
A
3+
C H
T S
P R
T
S T
A
3+
C A
S P
R T
S T
A
4+
F W
S P
R T
S T
A
4+
.6
F W
S P
R T
S T
A
4+
.0
S W
S P
R T
S T
A
4+
.8
S W
S P
R T
S T
A
4+
C A
S P
R T
S T
A
5+
C H
T S
P R
T
S T
A
5+
C H
T S
P R
T
S T
A
5+
S T
M S
P R
T
S T
A
3+
.5 C
H T
S P
R T
S T
A
5+
H P
C A
S P
R T
S T
A
5+
.5 N
S P
R T
S T
A
5+
T R
A S
P R
T S
T A
5+
H
P C
A N
T R
A S
P R
T
S T
A
5+
H P
C A
N T
R A
S P
R T
S T
A
3+
.0
C H
T S
P R
T
S T
A
3+
.1
C H
T S
P R
T
S T
A
5+
.0
C H
T S
P R
T S
T A
5+
.3
C
H T
S P
R T
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
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
/3
/2
:4 :3
P
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
MS105
M E
C H
A N
IC
A
L U
T
IL
IT
IE
S P
LA
N
A
R E
A
DMG
14145167
PJB EBC
NORTH
1. 4" FW PIPING. FOR CONTINUATION OF FW PIPING, REFER TO SHEET
CU105.
2. LOCATION OF REFUELING TUNNEL, REFER TO SHEET MS401 FOR
PLAN AND SECTION OF THE REFUELING TUNNEL.
3. SW RISER, SEE D1/MS501 FOR RISER REQUIREMENTS.
4. FW RISER, SEE D2/MS501 FOR RISER REQUIREMENTS.
5. CA COPING MANIFOLD, SEE A2/MS501 FOR RISER REQUIREMENTS.
6. CHT RISER, SEE B1/MS501 FOR RISER REQUIREMENTS.
7. STM RISER, SEE B2/MS501 FOR RISER REQUIREMENTS.
8. 4" CA PIPING DOWN TO DOCK FLOOR, FOR CONTINUATION REFER
TO SHEET MS205.
9. 6" SW…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .