Attachment X - 1806701Amend0003 - DWG.pdf
PDF 15 MB Posted
- Solicitation number
- N6247024R0062
About this file
This file contains engineering and architectural drawing sets for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard in Portsmouth, Virginia. The comprehensive drawings include multiple plan sheets covering civil demolition, civil site plans, structural demolition, substructure plans, civil utilities, and mechanical details across various project areas (Areas 104-113). Key elements include crane rail reconstruction, utility trench modifications, sump and wet well details, pile schedules, dewatering systems, and compressed air system modifications. The drawings are dated April 2025, with revisions indicating ongoing design refinement, and are part of a military construction project aimed at modernizing the existing dry dock infrastructure.
The technical drawings demonstrate extensive work involving demolition of existing infrastructure, reconstruction of crane rails, utility systems, and structural components, with meticulous attention to elevation changes, material specifications, and integration of new mechanical systems. Specific focus areas include detailed plans for grade beams, pile foundations, trench drains, grating installations, and specialized systems like air bubbler and compressed air networks. The project appears to be a comprehensive upgrade of the dry dock facility, involving complex engineering solutions to modernize naval shipyard infrastructure.
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Text version
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
CORE DRILL
CRANE BEAM
FOR TELECOM
INSTALLATION
PROTECT FROG DURATION
OF CONSTRUCTION REMOVE
AND REINSTALL RAIL AS NEEDED.
END6
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.
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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
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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'
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
CD
AR
EA
CD
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. REMOVE CRANE RAIL TRACK. SALVAGE RAIL FOR REINSTALLATION.
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
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CO
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L
PL
AN
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CD110
AS NOTED
CR
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BE
AM
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AI
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S /23
/25 W
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AutoCAD SHX Text
CONC
AutoCAD SHX Text
EMH
AutoCAD SHX Text
RRVLT
AutoCAD SHX Text
RR SWITCH
AutoCAD SHX Text
LIQ NIT PAD
AutoCAD SHX Text
EPIT
AutoCAD SHX Text
LP
AutoCAD SHX Text
SUBSTATION
AutoCAD SHX Text
AutoCAD SHX Text
EIE
AutoCAD SHX Text
EMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
E-DUCT (QLD)
AutoCAD SHX Text R
AutoCAD SHX Text
AIR RISER
AutoCAD SHX Text R
AutoCAD SHX Text
W RISER
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
STM RISER
AutoCAD SHX Text
3"AIR (QLD)
AutoCAD SHX Text
2.5"STM (QLD)
AutoCAD SHX Text
6"FW (SFF)
AutoCAD SHX Text
12"SW
AutoCAD SHX Text
6"FW (SFF)
AutoCAD SHX Text
E-DUCT
AutoCAD SHX Text
E-DUCT
AutoCAD SHX Text E
AutoCAD SHX Text
EMH
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
6"FW (SFF)
AutoCAD SHX Text
8"FW (FW)
AutoCAD SHX Text 100.51
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.53
AutoCAD SHX Text
EMH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
INACCESSIBLE (UNDER CONSTRUCTION)
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRATED UVLT
AutoCAD SHX Text
UVLT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RR SWITCH
AutoCAD SHX Text
GRATED UVLT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BLDG 1764
AutoCAD SHX Text
VALVE RACK
AutoCAD SHX Text
CONC
AutoCAD SHX Text 6"C
AutoCAD SHX Text 12"V
AutoCAD SHX Text
30"V DATR
AutoCAD SHX Text 6"V
AutoCAD SHX Text 8"C
AutoCAD SHX Text
DATR
AutoCAD SHX Text
30"V DATR
AutoCAD SHX Text
DATR
AutoCAD SHX Text
2" DATR
AutoCAD SHX Text
DATR
AutoCAD SHX Text 6"C
AutoCAD SHX Text
MH
AutoCAD SHX Text 8"C
AutoCAD SHX Text
6"C DATR
AutoCAD SHX Text
12"C DATR
AutoCAD SHX Text
15"C DATR
AutoCAD SHX Text
MB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CONC
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
DEMOLISH CAPSTAN
(SEE STRUCTURAL)
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.
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DES DRW
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D A
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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
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T O
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A V
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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. REMOVE CRANE RAIL TRACK. SALVAGE RAIL FOR REINSTALLATION.
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
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OS
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RO
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PL
AN
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CD111
AS NOTED
CR
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AM
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AI
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/0 4/
W
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AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.61
AutoCAD SHX Text 100.57
AutoCAD SHX Text 98.47
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.45
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.59
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.55
AutoCAD SHX Text 100.68
AutoCAD SHX Text 100.51
AutoCAD SHX Text
AIR CO
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
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EMH
AutoCAD SHX Text
MH
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MH
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MW
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MW
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
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WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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SDMH RIM=100.28 INV(E)=93.28 INV(W)=93.42
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
VALVE RACK
AutoCAD SHX Text
VALVE RACK
AutoCAD SHX Text
VALVE RACK
AutoCAD SHX Text
UVLT
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UVLT
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UVLT
AutoCAD SHX Text
30"C DATR
AutoCAD SHX Text
30"C DATR
AutoCAD SHX Text
TR
AutoCAD SHX Text
CLEAT(TYP)
AutoCAD SHX Text
CAP
AutoCAD SHX Text
LP
AutoCAD SHX Text
MB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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BREAK IN RAIL
AutoCAD SHX Text
BREAK IN RAIL
AutoCAD SHX Text
ABANDON RAIL
AutoCAD SHX Text
ABANDON RAIL
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
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WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
EMH
AutoCAD SHX Text
AIRV
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WV
AutoCAD SHX Text
WV
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12" SW
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EOI
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EOI
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EOI
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W RISER
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
AIR RISER
AutoCAD SHX Text
STM RISER
AutoCAD SHX Text
2.5"STM (QLD)
AutoCAD SHX Text
3"AIR(QLD)
AutoCAD SHX Text
W RISER
AutoCAD SHX Text R
AutoCAD SHX Text
W RISER
AutoCAD SHX Text R
AutoCAD SHX Text
E-DUCT
AutoCAD SHX Text
E-DUCT
AutoCAD SHX Text
WV
AutoCAD SHX Text
6"SW
AutoCAD SHX Text
E(QLD)
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W RISER
AutoCAD SHX Text R
AutoCAD SHX Text
AIR RISER
AutoCAD SHX Text R
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STM RISER
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2.5"STM (QLD)
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3"AIR (QLD)
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
6"FW
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12" SW
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8"FW
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6" DI FW
AutoCAD SHX Text
6"STM
AutoCAD SHX Text
EOI
AutoCAD SHX Text
E-DUCT(QLD)
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6" SFF
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6" FW
AutoCAD SHX Text
WV
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6"FW (SFF)
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6" AIR ABAND (QLD)
AutoCAD SHX Text
6" S.W.ABAND
AutoCAD SHX Text
6" FW ABAND (QLD)
AutoCAD SHX Text
6" AIR ABAND (QLD)
AutoCAD SHX Text
AutoCAD SHX Text V.
AutoCAD SHX Text
6"AIR(QLD)
AutoCAD SHX Text
EMH
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AutoCAD SHX Text D-99"
AutoCAD SHX Text
6"AIR(QLD)
AutoCAD SHX Text
6"AIR(QLD)
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
WM#6
AutoCAD SHX Text
6" FW(QLD)
AutoCAD SHX Text
STEAM LOOP (QLD)
AutoCAD SHX Text E
AutoCAD SHX Text E
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
TR101.14
MG± TR101.25
MG±
100.93
100.60
100.54
100.26
TW102.50
BW100.50
TR100.40
TR100.60
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±
TR100.54
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
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DES DRW
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C R
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D A
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A
P P
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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
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NA
VF
AC
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X
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OR
FO
LK
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NO
RF
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LK
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AV
AL
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HI
PY
AR
D
PO
RT
SM
O
UT
H, V
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IN
IA
DR
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DO
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M
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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
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BE
AM
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AI
L
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CO
NS
TR
UC
TI
ON
L
IM
IT
S 0
4/
/2
W
BE
AutoCAD SHX Text 100.30
AutoCAD SHX Text 100.36
AutoCAD SHX Text 100.29
AutoCAD SHX Text 101.03
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.39
AutoCAD SHX Text 100.55
AutoCAD SHX Text 100.76
AutoCAD SHX Text 100.68
AutoCAD SHX Text 100.87
AutoCAD SHX Text 100.48
AutoCAD SHX Text 100.49
AutoCAD SHX Text 98.61
AutoCAD SHX Text 100.37
AutoCAD SHX Text 100.60
AutoCAD SHX Text 101.05
AutoCAD SHX Text 100.79
AutoCAD SHX Text 100.56
AutoCAD SHX Text 100.69
AutoCAD SHX Text 100.40
AutoCAD SHX Text 101.27
AutoCAD SHX Text 100.68
AutoCAD SHX Text 100.39
AutoCAD SHX Text 101.95
AutoCAD SHX Text 100.56
AutoCAD SHX Text 100.40
AutoCAD SHX Text 100.31
AutoCAD SHX Text 100.38
AutoCAD SHX Text 100.32
AutoCAD SHX Text 100.40
AutoCAD SHX Text 101.15
AutoCAD SHX Text 100.99
AutoCAD SHX Text 100.93
AutoCAD SHX Text 100.91
AutoCAD SHX Text 101.03
AutoCAD SHX Text 100.90
AutoCAD SHX Text 101.02
AutoCAD SHX Text 100.77
AutoCAD SHX Text 100.78
AutoCAD SHX Text 100.47
AutoCAD SHX Text 100.38
AutoCAD SHX Text 100.89
AutoCAD SHX Text 100.50
AutoCAD SHX Text 101.25
AutoCAD SHX Text 101.14
AutoCAD SHX Text 101.13
AutoCAD SHX Text 101.04
AutoCAD SHX Text 100.99
AutoCAD SHX Text 100.93
AutoCAD SHX Text 100.71
AutoCAD SHX Text 100.50
AutoCAD SHX Text 101.04
AutoCAD SHX Text 100.97
AutoCAD SHX Text 100.94
AutoCAD SHX Text 100.70
AutoCAD SHX Text 100.48
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.32
AutoCAD SHX Text 100.30
AutoCAD SHX Text 100.34
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.19
AutoCAD SHX Text 100.17
AutoCAD SHX Text 100.18
AutoCAD SHX Text 100.23
AutoCAD SHX Text 100.23
AutoCAD SHX Text 100.57
AutoCAD SHX Text 100.77
AutoCAD SHX Text 100.60
AutoCAD SHX Text 100.63
AutoCAD SHX Text 100.69
AutoCAD SHX Text 100.60
AutoCAD SHX Text 100.44
AutoCAD SHX Text 100.61
AutoCAD SHX Text 100.80
AutoCAD SHX Text 100.62
AutoCAD SHX Text 100.67
AutoCAD SHX Text 100.70
AutoCAD SHX Text 100.53
AutoCAD SHX Text
AIR CO
AutoCAD SHX Text
MH
AutoCAD SHX Text
MW
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text 101.32
AutoCAD SHX Text 100.89
AutoCAD SHX Text 101.02
AutoCAD SHX Text 101.08
AutoCAD SHX Text 101.23
AutoCAD SHX Text 101.41
AutoCAD SHX Text 101.46
AutoCAD SHX Text
ELECT
AutoCAD SHX Text
JUMPER
AutoCAD SHX Text
STATION
AutoCAD SHX Text E
E
X
X X
X X
X X
X X
X X
X X
X X
X
X
18" SD
(STORM-6)
" S
D (S
TO
RM
-6
" S
D (S
TO
R
M -6
30" SD (STORM-1)30" SD (STORM-1)
18" SD
(STORM-6)
" S
D (S
TO
RM
-6
" S
D (S
TO
R
M -6
30" SD (STORM-1)30" SD (STORM-1)
100.50 100.50
100.50
100.50
101.00
101.00
101.00
101.00
101.00
0.
100.50
100.50
100.50
SWALE
SWALE
SWALE
SW
AL
E
SWALE SWALESWALE
1.4
2.
4%
1.3
1.8
0+00
0+50
1+00
1+50
2+00
3+50 4+00 4+50 5+00 5+50
EMH-2041
EMH-2040
TMH-2041
ST
AI
R
WP#3
N:3465170.41 :12128501.33
WP#2
N:3465131.90 E:12128592.95
WP#1
N:3465100.01 E:12128580.18
WP#3
N:3465102.94
E:12128665.19
N:3465161.04 E:12128514.44
SWALE
(STORM-7)
ELECTRICAL SUBSTATION PLATFORMFFE: 108.0
GENERATORPLATFORMFFE: 108.0
C3
CS504
TW102.50
BW100.50
TR100.30
TR100.30
HP100.30
LP100.18
HP100.30
100.80
100.56
TW102.50
BW100.50
100.26
TR101.25
MG±
100.25
HP101.02
HP101.01
100.21
TR101.20
MG±
HP100.35
100.15
TR100.30
TR100.30
HP100.65
100.59
100.67
100.69
100.97
100.75
100.70
100.75
100.57
100.80
100.69
HP101.04
BREAKLINE
100.50
0.5
101.00
A1
CS5032 1218
18 A1
CS503
A1
CS503
A1
CS503
A1
CS503
C2
CS506
15C1
CS506
MOORING BOLLARD
SEE STRUCTURAL
CAPSTAN
SEE STRUCTURAL
CAPSTAN
SEE STRUCTURAL
MOORING BOLLARD
SEE STRUCTURAL
6' SECURITY FENCE
TYP
TOP OF UTIL
100.53
100.49
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SHEET
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DES DRW
S Y
M D
E S
C R
IP
TI
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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
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IN
E E
R
IN
G S
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TE
M
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O M
M A
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NA
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AV
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HI
PY
AR
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SM
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UT
H, V
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IN
IA
DR
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DO
CK
M
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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
112112112
KEY PLAN
PLAN
NORTH
AR
EA
- C S1
AR
EA
- C S1
AREA 105 - CS105
PLAN
NORTH
SCALE:1" = 10'
AREA 112 - CIVIL SITE PLAN
SHEET KEYNOTES
1. SEE V-001 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.
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.
10. REINSTALL CRANE RAIL.
12. STORM DRAIN PIPING. SEE CS201-CS202 FOR PROFILE
INFORMATION.
15. 3-FOOT SINGLE SWING GATE.
18. STORM DRAIN MANHOLE. SEE CS201 SHEETS FOR PROFILES.
22. NNSY CONTROL MONUMENT
25. GUARD POST.
JMW
NTJ MM JAG
14144804
CI
VI
L
SI
TE
P
LA
N
- A
RE
A
CS112
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
AutoCAD SHX Text 100.79
AutoCAD SHX Text 100.41
AutoCAD SHX Text 100.61
AutoCAD SHX Text 100.88
AutoCAD SHX Text 100.26
AutoCAD SHX Text 100.31
AutoCAD SHX Text 100.41
AutoCAD SHX Text 101.73
AutoCAD SHX Text 101.74
AutoCAD SHX Text 101.41
AutoCAD SHX Text 100.93
AutoCAD SHX Text 100.92
AutoCAD SHX Text 100.30
AutoCAD SHX Text 100.82
AutoCAD SHX Text 101.32
AutoCAD SHX Text 100.85
AutoCAD SHX Text 101.28
AutoCAD SHX Text 100.77
AutoCAD SHX Text 100.70
AutoCAD SHX Text 100.73
AutoCAD SHX Text 100.35
AutoCAD SHX Text 100.17
AutoCAD SHX Text 100.35
AutoCAD SHX Text 100.64
AutoCAD SHX Text 100.83
AutoCAD SHX Text 100.88
AutoCAD SHX Text 100.90
AutoCAD SHX Text 100.84
AutoCAD SHX Text 100.66
AutoCAD SHX Text 100.76
AutoCAD SHX Text 100.30
AutoCAD SHX Text 100.53
AutoCAD SHX Text 100.43
AutoCAD SHX Text 100.39
AutoCAD SHX Text 101.25
AutoCAD SHX Text 101.25
AutoCAD SHX Text 101.28
AutoCAD SHX Text 101.26
AutoCAD SHX Text 101.25
AutoCAD SHX Text 101.27
AutoCAD SHX Text 100.98
AutoCAD SHX Text 101.02
AutoCAD SHX Text 100.84
AutoCAD SHX Text 100.70
AutoCAD SHX Text 100.57
AutoCAD SHX Text 101.00
AutoCAD SHX Text 101.04
AutoCAD SHX Text 100.83
AutoCAD SHX Text 100.72
AutoCAD SHX Text 100.58
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.34
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.33
AutoCAD SHX Text 100.20
AutoCAD SHX Text 100.19
AutoCAD SHX Text 100.20
AutoCAD SHX Text 100.21
AutoCAD SHX Text 100.20
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text 18"C
AutoCAD SHX Text E
DRY DOCK 6SUBSTRUCTURE
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
0+50
-0+50
0+50 1+50
1+50 2+50
0+
0+50
6+50 7+50 0+11
0+00
0+56
0+00
0+00
-0+700+18
0+00
0+00 1+00 2+00
1+
0+10
-0+11
0+00
1+00
2+00
0+00
1+00
0+20
-0+10
0+00
0+00
1+
6+00 7+00 8+000+05
0+00
0+06
0+00
0+47 0+00
S
TM
S
TM
STM
SW SW
S
FF
SFF
C A
C A
SFF SFF SFF SFF
S W
SFF SFF
STM
STM
STM
FW
FW
FW
FW
SFF SFF
FW
FW FW FW FW FW FWFWFW FW
SW
FW
FW
MV
FW
SW SW SW
DRY DOCK 3
10'
12' MIN
GENERATORPLATFORMFFE: 108.0
4" FW-4
6"SFF
6"SFF6"SFF6" SFF-2
6"
SW
" S
W -3
12" SW-1
6" C
A-
6" SFF-2
8x4 4"
FW
6"
SW
6"
SW
12"SW12"SW (SW-1)
EXISTING
EMH-1526
TMH-2038
TMH-2039
TYP
6" x 6" TEE
12" x 12" TEE
8" x 8" TEE 8" x 4" TEE
CRANE BEAM
AND PILE CAP
STRUCTURAL
FOUNDATION
UTILITY TRENCH
8" x 4" TEE
STRUCTURAL
FOUNDATION CRANE RAIL CRANE RAIL 14
12" x 6" TEE
8" x 8" TEE
TYP
12" SW-1
8" FW-6
FW
SR
8" FW-6
8"
FW
-5
6" C
A-
CA
-1
DD
FS
R2
SS
FS
R1
SW
SR
1A
SW
SR
1B
FW
SR
6" S
TM
-2
A1
CU50321
A4
MS50219
C3
CU50212
ST
M
-2
A4
CU501 24
SW-3
TYP
12" x 6" TEE 12" x 6" TEE
CU502
A2
CU502
A2
CU502
A2
8" FW-11
4" FW-4
C2
CU50123
C2
CU501 23
TYP
S-539
C1UTILITY
TROUGH
S-539
C1UTILITY
TROUGH
23. PIPE CASING
FI
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1 2 3 4 5
A
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C
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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
119 111
KEY PLAN
PLAN
NORTH
AR
EA
CU
AR
EA
CU
AREA 104 - CU104
PLAN
NORTH
SCALE: 1" = 10'
AREA 111 - CIVIL UTILITIES PLAN
SHEET KEYNOTES
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
15. PIPE SLEEVE
18. STEAM EXPANSION LOOP
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.
AREA 115 - CU115
19. STEAM PIPE SLEEVE
21. MAGNETIC WATER METER AN VAULT ASSEMBLY
1. CONNECT TO EXISTING FRES WATER SYSTEM (FW)
4. CONNECT TO COMPRESSED AIR
24. THRUST BLOCK
11. REDUCER
25. STEAM ANCHOR SEE MECHANICAL FOR DETAIL
JMW
NTJ NTJ JAG
14144821
CI
VI
L
UT
IL
IT
IE
S
PL
AN
AR
EA
CU111
AS NOTED
CR
AN
E
BE
AM
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AI
L
RE
CO
NS
TR
UC
TI
ON
L
IM
IT
S
/23
/25 W
BE
AutoCAD SHX Text
AIRV
AutoCAD SHX Text
EOI
AutoCAD SHX Text
EOI
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
EOI
AutoCAD SHX Text
E-DUCT(QLD)
AutoCAD SHX Text
6" AIR ABAND (QLD)
AutoCAD SHX Text
6" S.W.ABAND
AutoCAD SHX Text
6" FW ABAND (QLD)
AutoCAD SHX Text
6" AIR ABAND (QLD)
AutoCAD SHX Text
AutoCAD SHX Text V.
AutoCAD SHX Text
EMH
AutoCAD SHX Text
AutoCAD SHX Text D-99"
AutoCAD SHX Text
6"AIR(QLD)
AutoCAD SHX Text
6"AIR(QLD)
AutoCAD SHX Text
8"FW
AutoCAD SHX Text
6" FW(QLD)
AutoCAD SHX Text
AIR CO
AutoCAD SHX Text
FH
AutoCAD SHX Text
MH
AutoCAD SHX Text
WMH
AutoCAD SHX Text
UV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
ELECT
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
JUMPER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV FW3509 (QLD)
AutoCAD SHX Text E
(BELOW) 3
TYP 8
TYP 8
2PILE SUPPORTED SD503
C1
'-9
TO
CRAN
E R
AIL
TA
NGEN
T
TYP8
A1
SD301
A1
SD309
SIM
45-0"
TO LIMIT OF CRANE RAIL
BEAM DEMO
61'-0" CRANE RAIL BEAM DEMO
SLIDE A
A3
SD312
A1
SD312
A3
SD507 TYP
A3
SD507
TYP
SEAL
FI
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Q
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DD
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A
B
C
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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
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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
0 20'10'
PLAN
NORTH
SCALE: 1" = 10'
AREA 110 - STRUCTURAL DEMOLITION 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
SD
AREA 103 - SD103
1. DEMOLISH BOLLARD AND BOLLARD FOUNDATION.
2. DEMOLISH CAPSTAN AND CAPSTAN FOUNDATION.
3. DEMOLISH CLEAT.
4. LIMITS OF EXCAVATION FOR STRUCTURAL DEMOLITION. SEE SD301
AND SD302 FOR TYPICAL DEMOLITION SECTIONS. LIMITS OF WORK
SHOWN IS THE MINIMUM EXCAVATION REQUIRED TO SUPPORT
DEMOLITION OF STRUCTURAL COMPONENTS. KTR MUST VERIFY FIELD
CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK.
5. SHEETING REQUIRED FOR EXCAVATION..
6. DEMOLISH CRANE RAIL.
7. DEMOLISH CRANE BEAM.
8. DEMOLISH TIE BEAM.
9. 4'-0"Ø BLOCKOUT, TYP.
17. DEMOLISH CRANE RAIL AN ADDITIONAL 6'-6" MIN BEYOND CRANE RAIL
BEAM DEMOLITION LIMITS.
18. DEMOLISH VRC, REFER TO VRC RECORD DWGS - NAVFAC DWG NOS
12694494 TO 1269472 (179 SHEETS)
19. SALVAGE, MARK, UT TEST, AND STORE FROG 26 FOR RE-USE. NOTIFY
KO IF EXISTING FROG IS DAMAGED.
30. CRANE RAIL SWITCH. REFER TO NAVFAC RECORD DRAWINGS;
NAVFAC ePROJECT# 1316694 NAVFAC DWG#'s 12658369 & 12658370
FOR ADDITIONAL INFORMATION.
31. CRANE RAIL CROSSING OF UTILITY TUNNEL. REFER TO NAVFAC
RECORD DRAWINGS; NAVFAC ePROJECT# 1316694 NAVFAC DWG#'s
12658369 & 12658371 FOR ADDITIONAL INFORMATION.
SHEET NOTE
1. FOR ITEMS NOT NOTED SEE SD103.
SHEET KEYNOTES
JTW
JMM TNT2 RDW
14144867
ST
RU
CT
UR
AL
D
EM
OL
IT
IO
N
PL
AN
AR
EA
SD110
AS NOTED
CR
AN
E
BE
AM
/R
AI
L
DE
M
OL
IT
IO
N
LI
M
IT
S /23
/25
RD
W
AutoCAD SHX Text 100.51
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.53
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
WV
AutoCAD SHX Text
INACCESSIBLE (UNDER CONSTRUCTION)
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONC
AutoCAD SHX Text
RR SWITCH
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
TR
AutoCAD SHX Text
CONC
AutoCAD SHX Text
MH
AutoCAD SHX Text
MB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CONC
AutoCAD SHX Text E
AutoCAD SHX Text E
2 PILE SUPPORTEDSD503
C1
3 3 3 3 3
TYP 8
A1
SD301
A1
SD302
SIMSIM
SD508
C1
4'- 0"
SD502
A1
EL 97.0
4'- 6"
29SD502
A1
EL 89.0
6'-6"
29 SD502
A1
EL 88.5
45'-0"
TO CENTER OF FROG
A3
SD507 TYP
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
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DP
DD
3-
0-
SD
1.d wg L
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TR
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OL
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IO
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PL
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PL
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D:
W ed ne sd ay
, A pr il 0 2, 8:1
7p m
US
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: tt ho mp so n
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
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LA
FA
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TT
E
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VE
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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
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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
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
SD
AR
EA
SD
AREA 104 - SD104
PLAN
NORTH
SCALE: 1" = 10'
AREA 111 - STRUCTURAL DEMOLITION PLAN
1. DEMOLISH BOLLARD AND BOLLARD FOUNDATION.
2. DEMOLISH CAPSTAN AND CAPSTAN FOUNDATION.
3. DEMOLISH CLEAT.
4. LIMITS OF EXCAVATION FOR STRUCTURAL DEMOLITION. SEE SD301
AND SD302 FOR TYPICAL DEMOLITION SECTIONS. LIMITS OF WORK
SHOWN IS THE MINIMUM EXCAVATION REQUIRED TO SUPPORT
DEMOLITION OF STRUCTURAL COMPONENTS. KTR MUST VERIFY FIELD
CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK.
5. SHEETING REQUIRED FOR EXCAVATION.
6. DEMOLISH CRANE RAIL.
7. DEMOLISH CRANE BEAM.
8. DEMOLISH TIE BEAM.
9. 4'-0"Ø BLOCKOUT, TYP.
17. DEMOLISH CRANE RAIL AN ADDITIONAL 6'-6" MIN BEYOND CRANE RAIL
BEAM DEMOLITION LIMITS.
29. DEMOLISH EXIST DD6 WALL TO INDICATED LIMITS, VERIFY LENGTH
AND EL WITH CIVIL AND ELECTRICAL SHEETS, PROVIDED 1 FT CLEAR
BETWEEN UTILITY AND EXISTING DOCK WALL.
SHEET NOTE
1. FOR ITEMS NOT NOTED SEE SD103.
SHEET KEYNOTES
JTW
JMM TNT2 RDW
14144868
ST
RU
CT
UR
AL
D
EM
OL
IT
IO
N
PL
AN
AR
EA
SD111
AS NOTED
CR
AN
E
BE
AM
/R
AI
L
DE
M
OL
IT
IO
N
LI
M
IT
S /23
/25
RD
W
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.61
AutoCAD SHX Text 100.57
AutoCAD SHX Text 98.47
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.54
AutoCAD SHX Text 100.45
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.59
AutoCAD SHX Text 100.52
AutoCAD SHX Text 100.55
AutoCAD SHX Text 100.68
AutoCAD SHX Text 100.51
AutoCAD SHX Text
AIR CO
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text E
AutoCAD SHX Text
EB
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MW
AutoCAD SHX Text
MW
AutoCAD SHX Text
SDMH RIM=100.28 INV(E)=93.28 INV(W)=93.42
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
ELECT
AutoCAD SHX Text
EVLT
AutoCAD SHX Text
TR
AutoCAD SHX Text
CLEAT(TYP)
AutoCAD SHX Text
JUMPER
AutoCAD SHX Text
STATION
AutoCAD SHX Text
LP
AutoCAD SHX Text
MB
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
BREAK IN RAIL
AutoCAD SHX Text
BREAK IN RAIL
AutoCAD SHX Text
ABANDON RAIL
AutoCAD SHX Text
ABANDON RAIL
AutoCAD SHX Text E
AutoCAD SHX Text E
TYP
6' - 0 13/16" ±
B E
R T
H
PP60X1.000, TYP
*S 31 SSP, TYP
TREMIE CONC SLAB
SEAL CONNECTION
FLOODWALL
SC501
C1
SC501
D1
WT12 SHEAR
LUG, TYP
P25
B3
SC501
SEE NOTE 2
SC301
A1
A3
SC302
P27
CW7
CW9 *S 31 SSP,
TYP
45°
0"
B E
R
TH
TYP
6' - 0 13/16" ±
PP60X1.000, TYP
TREMIE CONC SLAB
SEAL CONNECTION
FLOODWALL
SC301
A3
WT12 SHEAR
LUG, TYP
SEE NOTE 2
P1
P3
B3
SC501
CW3
CW1
A3
SC302
OPP
HAND
45°
TYP
6' - 0 13/16" ±
*S 31 SSP,
TYP
PP60X1.000, TYP
45°
WT12 SHEAR
LUG, TYP
NOTE:
NORTH SEAL WALL SHOWN, SOUTH SEAL WALL OPPOSITE HAND.
SC501
C1
B3
SC501
*S 31
EDGE OF
CONC, TYP
T Y
P
E Q
T Y
P
E Q
(E) GRANITE OR
CONCRETE
WT12x31 SHEAR LUG
@ 4'-0" OC VERT,
SEE SIM
WT6x8, ONE
PER *S, TYP
B3
SC501
SC301
A2
CUT *S 31 SSP
EDGE OF
CONC, TYP
(E) GRANITE
#8 @ 8" OC
45°
T Y
P
1'
7"
DRILL & EPOXY
#8 HEADED DOWEL
@ 8" OC, STAGGERED
1' - 7"
MIN SEE NOTE 4
1' - 10"
4"
1'
- 6
ROUGHEN SURFACE
TO 1/2 INCH
AMPLITUDE
M
IN
1'
6"
SEE
NOTE 3
2' - 0"
#8 @ 8" OC
#8 STANDARD HOOK
C4
S-004
ROUGHEN TO 1/4"
FULL AMPLITUDE
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
/9
/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
SC301
C O
F F
E R
D A
M E
N
LA
R G
E D
P
LA
N S
WMS
14144918
RDW CAM
SCALE: 1/4" = 1'-0" (SC101)
C1
ENLARGED COFFERDAM PLAN - SOUTH SEAL WALL
2' 4' 8'0 SCALE: 1/4" = 1'-0" (SC101)
C3
ENLARGED COFFERDAM PLAN - NORTH SEAL WALL
2' 4' 8'0
SCALE: 1/2" = 1'-0" (SC301)
A3
ENLARGED COFFERDAM PILE SHEAR LUG PLAN
1' 2' 4'0' 1/2" =1'-0"
SCALE: 1/2" = 1'-0" (SC301)
A1
PLAN - SEAL WALL REINFORCEMENT
SCALE: 3/4" = 1'-0" (SC301)
A2
CONNECTION DETAIL - SEAL WALL
0' 1' 2' 3' 3/4" =1'-0"
1' 2' 4'0' 1/2" =1'-0"
1. CUT *S 31 SHEET CONNECTORS ARE NOT SCHEDULED. *S 31 TIP
ELEVATIONS ARE APPROX. AND TO BE TRIMMED ACCORDING TO THE
EXISTING WALL BATTER.
2. PROVIDE CONTRACTOR DESIGNED TEMPORARY FLOODWALL TO
CONNECT THE COFFERDAM TO THE EXISTING FLOODWALL. MAINTAIN
TOP OF FLOODWALL EL 106.0. SUBMIT SIGNED/SEALED DESIGN FOR
GOVERNMENT APPROVAL. ALLOWABLE LEAKAGE OF TEMPORARY WALL
IS 1.0 GPM PER LF WALL OR VERTICAL FT OF SEAL, NOT TO EXCEED 50
GPM PER TEMPORARY WALL SEGMENT. TEMPORARY WALL MAY BE
ANCHORED OR SUPPORTED WITH SELF WEIGHT. A CONCRETE WALL IS
NOT REQUIRED FOR THE TEMPORARY WALL.
3. PROVIDE CONNECTION TO TEMPORARY FLOODWALL. AT THE END OF
PROJECT DEMOLISH SEAL WALL. CUTOFF AND PATCH VERTICAL
ANCHORS AT LEAST 3 INCHES BELOW GRADE.
4. FOLLOW MANUFACTURES MINIMUM EDGE DISTANCE FOR POST
INSTALLED ANCHORS IN MASONARY AND CONCRETE. IF THE DOWEL
LANDS NEAR A JOINT THE CONTRACTOR MAY SKEW THE HOLE AND
INCREASE THE EMBEDMENT LENGTH TO MEET MINIMUM EDGE DISTANCE.
FOR THE SOUTH WALL SEE PW DWG 00007 "DD3 OF CONCRETE AND
GRANITE " FOR THE CONCRETE NORTH ENTRANCE WALL SEE PW DWG
20673.
SHEET NOTE
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
R
E V
C O
N S
T R
U C
T
IO
N S
E Q
U E
N C
IN
G
N O
T E
S
/2 5/
R D
W (E
N
O R
T H
W A
LL
IS
C O
N C
. G R
A P
H
IC
S C
A
LE
S
/0 9/
1 1
END PLATE
DOUBLE CHANNEL
WALING ABOVE/BELOW
IN VIEW, SEE PLAN
WALING, SEE PLAN
SUITABLE
PACKINGS
TYP
6'-6"
C L C L
CLCL
1" STIFF, TYP
1/4
1/4
TYP
3/8
TYP
B3
SC551
BEAM SUPPORT
BRACKET
SUITABLE
PACKINGS
END PLATE
PIPE STRUT
WALING
1" WEB STIFFENERS, TYP
SUITABLE
PACKINGS
1/4
1/4
TYP
3/8
TYP5/16
5/16
3 SIDES
C3
SC551
1' -0
1'
-0
6"
3/4" DIA X 9" LONG HEADED STUDS @
12" ON CENTER, STAGGERED EA BELLY
(SIM AT FLAT SHEET)
SIDE VIEW SIDE VIEW
SHEET PILE
PER PLAN
PIPE STRUT
2'-8"X2'-8"X3" END PL (GRADE 50)
WALING
AT FLANGE
INTERSECTIONS
3/8
1" WEB STIFFENER, TYP
(GRADE 50)
KING PILE
DOUBLE WALE
EL VARIES
CL WALER
NOTES:
SHEET PILES NOT SHOWN FOR CLARITY.
1/4
1/4
1/4
5/16
5/16
SEAT SUPPORT,
SEE PLAN
SEAT TO
KING PILE
CONN PJP
CL CL
6" 6"
CL
DOUBLE CHANNEL WALE,
SEE PLAN
TIEBACK
1" WEB STIFFENER
EACH SIDE, TYP
(GRADE 50)
5/16
5/16
3 SIDES, TYP
SUITABLE PACKINGS
EXIST
PW3 WALL
BOLT LOCATED
AT EVERY
OTHER FLAT
PLATE POSITION
PLAN VIEW ELEVATION VIEW
EL 46'-0"
3/4" DIA POST
INSTALLED THREADED
RODS W/ TWO-PART
EPOXY ADHESIVE, 9"
EMBED
DD3 WALL
BOLT CONFIGURATION
LOCATED AT EACH
POSITION WHERE
NZ-19 FLUSH WITH
DD3 WALL
PLAN VIEW ELEVATION VIEW
EL 60'-0"
(4) 3/4" DIA POST
INSTALLED THREADED
RODS W/ TWO-PART
EPOXY ADHESIVE, 15"
EMBED
1' -0
8"
HSS10X0.375 BRACE
2'-8"X2'-8"X3"
END PL (GRADE 50)
1/4
3/8
3/8TOP &
BOTT
FLANGE
PIPE STRUT
HYDRAULIC JACKING RAM
PROVIDED BY CONTRACTOR
DOUBLE WALE
PLATES & WEDGES
JACKING BRACKET
NOTES:
1. CONTRACTOR TO PROVIDE HYDRAULIC JACKING RAM DETAIL OR SIM
2. STRUTS TO BE PRELOADED TO 75% OF DESIGN LOAD (SEE SC151 FOR LOAD)
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
CAH/ELS
WILLIAM B. FORBES, PE
DSN
LA
FA
Y E
TT
E
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
NAVFAC ATLANTIC
ENGINEERING & DESIGN DIRECTOR
WILLIAM B. FORBES, PE
01/14/2025
/7
/2
:5 :1
A
M C
R e v it P ro je ct s \D
R Y
D -1
-S
-N P
W jc k e rc h n e r@ b u rn s m c d .c o m
.r v t
SC551
W E
T W
E
LL
E
X C
A V
A T
IO
N
S U
P P
O R
T S
E C
T
IO
N S
A N
D D
E T
A
IL
S
OS
14144921
ALC MWR
SCALE: 3/8" = 1'-0" (SC151)
C1
DETAIL
SCALE: 3/8" = 1'-0" (SC151)
C2
DETAIL
SCALE: 3/4" = 1'-0"
B1
TYP SHEET PILE STUD
0' 2' 4' 6'
0' 2' 4' 6'
0' 1' 2' 3'
SCALE: 3/4" = 1'-0" (SC151)
C3
DETAIL
0' 1' 2' 3'
SCALE: 3/4" = 1'-0" (SC551)
B3
TYP WALE SEAT SUPPORT
0' 1' 2' 3' SCALE: 3/4" = 1'-0" (SC151)
B4
DETAIL
0' 1' 2' 3'
SCALE: 3/4" = 1'-0" (SC252)
A4
PS31 BOLTED CONNECTION TO PW3
0' 1' 2' 3'SCALE: 3/4" = 1'-0" (SC252)
A2
NZ19 BOLTED CONNECTION TO DD3
0' 1' 2' 3'SCALE: 3/4" = 1'-0" (SC151)
A1
TEMPORARY STRUT BRACE DETAIL
0' 1' 2' 3'
SCALE: 3/4" = 1'-0" (SC151)
C4
HYDRAULIC JACKING RAM DETAIL
0' 1' 2' 3'
C
O
FF
E R
D A
M W
E
LD
IN
G
U P
D A
TE
/23
/25 A
LC
25'-0"
TYP
'-0
'-6
5 6 7 8 9 10 11 13
A B
5N 6N 7N 8N 9N 10N 11N 12N 13N
CL OUTER CRANE
RAIL, TYP
CL INNER CRANE
RAIL, TYP
'-0
TY
P
8" TY
P2'- 0"
TY
P
7 8
N91N81N61N51
N90N80N72 N60N50
S-512 A1
S-514 A1
10 S-525 A1
11S-525 A3
10 S-525 A1
12S-539 C1
(E) CRANE RAIL BEAM, TYP
N99
N100
A4 S-521
N66
N67
N69
N70 N73
N75 N76
N77 N79N65
N94
N96
N97
N102
N103
N105
N107
N106 N108
N109
N92
N95
N62 N64
N63
N78
N93
N110
N111 N119
N118N48
N49
S-548 A1
S-548 A1
ST
A:
2+
.3
OF
F:
0.
0'
ST
A:
2+
.3
OF
F:
0.
0'
ST
A:
3+
.3
OF
F:
0.
0'
EL
5.
EL
3.
A4 S-520
CL DRY DOCK 3
S S
S S
S S
S S
EL
5.
S-502 C1
S-502 C2
B1 S-520
TYP
LIMITS OF (E)
DRY DOCK WALL
RAIL ROAD
SUPPORT SLAB
YARD DRAIN
TYPE 2
PJC, TYP
N52 N54 N56 N58
N53 N55 N57 N59 N83 N85 N87 N89
N82 N84 N86
N88 N112 N114 N116
N113 N115 N117N68 N74N71 N98 N104N101
M140
DEMINERALIZATION
ENCLOSURE
YARD DRAIN
TYPE 2CS504
C1
ST
A:
3+
.3
OF
F:
0.
0'
STA 11
+50
STA 13
+00
STA 12
+50
STA 12
+00
S76° 49' 05.49"ESTA 11
+00
SEAL
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SCALE:
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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
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A V
Y N
A V
A L
FA
C
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IT
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S
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G
IN
E E
R
IN
G S
Y S
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M
S C
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M A
N D
NA
VF
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A
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AN
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- N
OR
FO
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A
NO
RF
O
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AV
AL
S
HI
PY
AR
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PO
RT
SM
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H, V
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IN
IA
DR
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DO
CK
M
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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" = 10' 0 20'10'
PLAN
NORTH
AREA 104 - SUBSTRUCTURE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
KEY PLAN
PLAN
NORTH
AR
EA
SB
AREA 111 - SB111
AR
EA
SB
SHEET NOTE
1. SEE SHEET NOTES ON SB103.
SHEET KEYNOTES
1. HP16 AND 4'Ø BLOCKOUT, TYP.
2. GRADE BEAM, TYP.
3. PC WALL PANEL, TYP.
4. CIP CONC WALL, TYP.
5. CIP CONC DIAPHRAGM, TYP.
6. SCC INFILL, TYP.
7. PP12.750 , TYP.
8. CRANE BEAM, TYP.
9. TRENCH DRAIN, TYP.
10. CAPSTAN DRILLED SHAFT FOUNDATION.
11. BOLLARD DRILLED SHAFT FOUNDATION.
12. UTILITY TROUGH.
16. PARTIAL CONTRACTION JOINT, TYP.
17. TEST PILE.
18. PILE-SUPPORTED ELECTRICAL MANHOLE.
JTW
JMM TNT2 RDW
14144923
SU
BS
TR
UC
TU
RE
P
LA
N
- A
RE
A
SB104
AS NOTED
1 1
CO
RR
EC
T
EN
LA
RG
ED
P
LA
N
RE
FE
RE
NC
E /23
/25
RD
W
AutoCAD SHX Text
DATR
AutoCAD SHX Text
DATR
AutoCAD SHX Text E
STA 13
+50
STA 15
+50
STA 15
+00
STA 14
+50
STA 14
+00
S76° 49' 05.49"E
25'-0"
TYP
'-0
'-6
14 15 16 17 18 19 20 21 22
A B
15N
17N
18N 19N 20N 21N
22N
CL OUTER
CRANE RAIL, TYP
CL INNER
CRANE RAIL, TYP
'-0
TY
P
8" TY
P2'- 0"
TY
P
N181N169
N149
N121
N178N168 N150
N128N120
S-512 A1
S-514 A1
11S-525 A3
10 S-525 A1
10S-525 A1
11S-525 A3
(E) TUNNEL BELOW
N188
A3 S-537
B1 S-520
A4 S-521
A1 S-536
A2 S-536
C1 S-536
A1 S-535
A1 S-537
N125
N124
N126 N129
N131
N132
N134 N136
N135
N140
N139
N157
N155
N158 N161 N164
N167
N160 N163 N166 N170
N179
N178 N180 N190
N177
S-548 A1
NB27
NB29 NB31
NB26
NB30
NB7
NB8
NB13NB11
NB24
NB25
NB14
NB18
NB17
NB15
NB3
NB5
NB1
NB2
NB12
NB28
N122
N123
N138 N156
N153
N176
N175 N145
N171
NB21
NB23
NB22
NB6
NB4
NB10
NB9
S-548 A1
STA: 13+58.2
OFF: 123.4'
EL 95.27
STA: 13+67.6
OFF: 110.5'
N137 N142
N141
N147
N151
N144
N146
N148 N152 N154
N173
N172 N174
NB16
NB20
N182 N184 N186
N183 N185 N187 N189
C3 S-522
A1 S-522
CRANE BEAM
TRANSITION
STA: 13+54.0
OFF: 129.0'
CRANE BEAM
TRANSITION
STA: 13+80.5
OFF: 123.5'
CL DRY DOCK 3
S
S
S
S
S-502 C1
N143
BLDG 1475(E) CRANE RAIL BEAM, TYP
S-502 C2
TYP
LIMITS OF (E)
DRY DOCK WALL
RAIL ROAD
SUPPORT SLAB
14N
PJC, TYP
END OF RAIL ROAD
SUPPORT SLAB
16N
N127 N133N130 N159 N162 N165
B1 S-520
TYP
S-539 C1
SB402
A1YARD DRAIN
TYPE 2CS504
C1
NB19
C3
S-523TIE BEAM
19SB402
A3
SEAL
FI
LE
N
AM
E:
Q
:\N
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\20 C
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_A cti ve \_D
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DP
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3-
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RM
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3\D
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DP
DD
3-
0-
SB
5.d wg L
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: S
UB
ST
RU
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UR
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PL
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AR
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PL
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T hu rsd ay , A pr il 0
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: tt ho mp so n
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" = 10' 0 20'10'
PLAN
NORTH
AREA 105 - SUBSTRUCTURE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
KEY PLAN
PLAN
NORTH
AR
EA
SB
AR
EA
SB
AREA 112 - SB112
SHEET NOTE
1. SEE SHEET NOTES ON SB103.
SHEET KEYNOTES
1. HP16 AND 4'Ø BLOCKOUT, TYP.
2. GRADE BEAM, TYP.
3. PC WALL PANEL, TYP.
4. CIP CONC WALL, TYP.
5. CIP CONC DIAPHRAGM, TYP.
6. SCC INFILL, TYP.
7. PP12.750, TYP.
8. CRANE BEAM, TYP.
9. TRENCH DRAIN, TYP.
10. CAPSTAN DRILLED SHAFT FOUNDATION.
11. BOLLARD DRILLED SHAFT FOUNDATION.
12. UTILITY TROUGH.
16. PARTIAL CONTRACTION JOINT, TYP.
17. TEST PILE.
18. PILE SUPPORTED ELECTRICAL MANHOLE.
19. LOCATION OF INDICATED PILE MAY BE ADJUSTED TO AVOID
INTERFERENCE WITH EXISTING DRY DOCK WALL SHEET PILING.
MAINTAIN 3 PILE DIAMETERS FROM NEAREST PILE.
JTW
JMM TNT2 RDW
14144924
SU
BS
TR
UC
TU
RE
P
LA
N
- A
RE
A
SB105
AS NOTED
CO
RR
EC
T
RE
FE
RE
NC
E
BU
BB
LE
S
/23
/25
RD
W
AutoCAD SHX Text
MH
AutoCAD SHX Text
DRY DOCK 3
AutoCAD SHX Text
OVERHEAD RACK
AutoCAD SHX Text
YD RIM=99.79 INV(W)=97.83 INV(NW)=97.74
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
MH
AutoCAD SHX Text
DRY DOCK 3
AutoCAD SHX Text
OVERHEAD RACK
AutoCAD SHX Text
YD RIM=99.79 INV(W)=97.83 INV(NW)=97.74
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text E
'-0
'-6
17'-10 13/16" 9'-0" 7'-0" 7'-5"27'-9 1/16" 27'-9 1/16" 25'-0" 25'-0"
A B
23 24 28 29 30 3125 26 27
23N 24N
26N
CL OUTER CRANE RAIL, TYP
CL INNER CRANE RAIL, TYP
CL CRANE
RAIL, TYP
'-0
TY
P
8" TY
P2'- 0"
TY
P
7 8
N214
N206
S-512 A1
S-514 A1
(E) FLOOD WALL FOUNDATION
(E) TUNNEL BELOW
TEMPORARY COFFERDAM
N221
NC3
NC5
NC7
NC9
NC10
NC11
NC6
NC4
NC2
NC12
NC22
NC24
NC25
NC13
NC19
NC21
NC23
NC1
NC8
NC17
NC15
NC20
NC18
NC16
NC14
25N
N192
N212
N216
N191 N193
N200
N205 N207
N208
N209
N210
N211 N213 N215
N217
N218
N219
N220 N222 N224
N223
N226
N225
N228 N229
N227
CL CRANE
RAIL, TYP
A1 S-522
A1 S-522
CRANE BEAM
TRANSITION
STA: 16+67.6
OFF: 110.4'
CRANE BEAM
TRANSITION
STA: 16+97.4
OFF: 118.1'
CL DRY DOCK 3
S-502 C1
(E) CRANE RAIL BEAM, TYP
BLDG 1475
S-502 C2
C2 S-508
B1 S-520
TYP
LIMITS OF (E)
DRY DOCK WALL
N195 N197 N199 N201 N203
N194 N196 N198 N202 N204
N231N230 N232SB402
A1
TIE BEAMC3
S-523
SIMSB402
A3
STA 17
+50
STA 17
+00
STA 16+50
STA 16+00 S76° 49' 05.49"E
SEAL
FI
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E:
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:\N
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D\
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DP
DD
3-
0-
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DD
3\D
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DP
DD
3-
0-
SB
6.d wg L
AY
OU
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NA
ME
: S
UB
ST
RU
CT
UR
E
PL
AN
AR
EA
PL
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D:
T hu rsd ay , A pr il 0
3, 4:2 2a m
US
ER
: tt ho mp so n
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" = 10' 0 20'10'
PLAN
NORTH
AREA 106 - SUBSTRUCTURE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
KEY PLAN
PLAN
NORTH
AREA 113 - SB113
AR
EA
SB
SHEET NOTE
1. SEE SHEET NOTES ON SB103.
SHEET KEYNOTES
1. HP16 AND 4'Ø BLOCKOUT, TYP.
2. GRADE BEAM, TYP.
3. PC WALL PANEL, TYP.
4. CIP CONC WALL, TYP.
5. CIP CONC DIAPHRAGM, TYP.
6. SCC INFILL, TYP.
7. PP12.750, TYP.
8. CRANE BEAM, TYP.
9. TRENCH DRAIN, TYP.
13. FLOOD WALL FOUNDATION.
16. PARTIAL CONTRACTION JOINT, TYP.
17. TEST PILE.
19. LOCATION OF INDICATED PILE MAY BE ADJUSTED TO AVOID
INTERFERENCE WITH EXISTING DRY DOCK WALL SHEET PILING.
MAINTAIN 3 PILE DIAMETERS FROM NEAREST PILE.
JTW
JMM TNT2 RDW
14144925
SU
BS
TR
UC
TU
RE
P
LA
N
- A
RE
A
SB106
AS NOTED
CO
RR
EC
T
RE
FE
RE
NC
E
BU
BB
LE
S
/23
/25
RD
W
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
MH
AutoCAD SHX Text
UMH UTO
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
EMH
AutoCAD SHX Text
WV
AutoCAD SHX Text
YD
AutoCAD SHX Text
YD RIM=99.71 INV=95.73
AutoCAD SHX Text
FFE=101.48
AutoCAD SHX Text
BERTH 15
AutoCAD SHX Text
CRANE RAIL
AutoCAD SHX Text
CONTAINER
AutoCAD SHX Text
YD
AutoCAD SHX Text
METAL & CONCRETE
AutoCAD SHX Text
BLDG 1475
AutoCAD SHX Text
DRY DOCK 3
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
CONC
AutoCAD SHX Text E
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
0 S76° 49' 05.49"E
A4 S-521
'-6
'-0
C D
5 6
8 9 10 11 1312
5S 6S 7S 8S 9S 10S 11S 12S 13S
CL OUTER CRANE RAIL, TYP
CL INNER CRANE RAIL, TYP
'-0
TY
P
8" TY
P
2'- 0"
TY
P
S61S51
S50
CL CRANE
RAIL, TYP
S-512 A1
25'-0"
TYP
S-514 A1
10S-525 A1
S-525 A110
12 S-539 C1
12S-539 C1
(E) DD6 WALL
(E) DD6 WALL(E) CRANE RAIL BEAM, TYP
A4 S-521
SD4
SD3
ST
A:
2+
.3
OF
F:
0.
0'
EL
5.
ST
A:
2+
.3
OF
F:
0.
0'
A4 S-520
EL
.27
SD2
ST
A:
+1
1.1
OF
F:
8.8
C3 S-522
CRANE BEAM
TRANSITION
STA: 11+13.7
OFF: 110.2'
CL DRY DOCK 3
SD1
S
S
S S
S S
S-502 C1
S-502 C2
B1 S-520
TYP
LIMITS OF (E)
DRY DOCK WALL
S52 S54 S56 S58
S53 S55 S57 S59 S63 S65 S67 S69 S71
S60 S62 S64 S66 S68
S73 S75 S77 S79 S81
S70 S72 S74 S76 S78 S80 S82 S84
S83 S85 S87 S89
S86 S88 S90 S92 S94 S96 S98 S100 S102 S104
S91 S93 S95 S97 S99 S101 S103 S105 S107
SEAL
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E:
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DP
DD
3-
0-
SB
1.d wg L
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NA
ME
: S
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PL
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PL
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D:
W ed ne sd ay
, A pr il 0 2, 8:1
7p m
US
ER
: tt ho mp so n
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
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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
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DSN
1806701
UN
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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" = 10' 0 20'10'
PLAN
NORTH
AREA 111 - SUBSTRUCTURE PLAN
DRY DOCK 2
DRY DOCK 4
102101 103 104 105 106
107 108
115 114
119 111
KEY PLAN
PLAN
NORTH
AR
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SB
AREA 104 - SB104
AR
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SB
SHEET NOTE
1. SEE SHEET NOTES ON SB103.
SHEET KEYNOTES
1. HP16 AND 4'Ø BLOCKOUT, TYP.
2. GRADE BEAM, TYP.
3. PC WALL PANEL, TYP.
4. CIP CONC WALL, TYP.
5. CIP CONC DIAPHRAGM, TYP.
6. SCC INFILL, TYP.
7. PP12.750, TYP.
8. CRANE BEAM, TYP.
9. TRENCH DRAIN, TYP.
10. CAPSTAN DRILLED SHAFT FOUNDATION.
12. UTILITY TROUGH.
16. PARTIAL CONTRACTION JOINT, TYP.
JTW
JMM TNT2 RDW
14144927
SU
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TU
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TI
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/23
/25
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AutoCAD SHX Text
AIR CO
AutoCAD SHX Text E
MH
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+7
+0
+2
+5
+7
+0
+2
+5
A1
S-310
TOP OF COPING, TYP
BL DRY DOCK
OUTER CRANE RAIL, TYP
TRENCH DRAIN, TYP
ALTAR, TYP
TYP
50' - 0"
DRY DOCK
FLOOR
BERTH 15
6'
0"
5'
0" 5'
0"
9' - 9 1/4"
INNER SEAT
10' - 0" 13' - 0"
OUTER
4' - 0"
APRON
12' - 8" 10' - 0"±
SEAT
7' - 7 3/4"
CL TRENCH DRAIN
FROG NO. 20
STAIRS
SLOPE
REMOVABLE
GUARDRAILS, TYP
TYPE 2 STAIRS
C-N2C-N3
C-N4C-N5C-N6
C2
S-526
C2
S-508
- - - - - - - - - - - - - - - - - - - - - - - S-509
B1
C -N
(E) C1
A
S T
A
6+
UTILITY TRENCH, TYP
+0
S-517
B2
DRAFT BOARD
SEE S-550
S-401
A1
D
S T
A
6+
UTILITY TRENCH GRATING
30-W-4 GALV GRATING W/
3 1/2" x 1/4" BRG BAR
INNER CRANE RAIL
TYP
FLOOD LIGHTS
TYP
BLIND FLANGE
DOGHOUSE
A1
S-549
EXISTING
6"⌀ SUCTION PIPE
TUNNEL
3 SWITCH 9
3 SWITCH 10
SWALE
1' - 6"
+0
4.
0.
5%
S
LO
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EL 69.9
EL 60.1
EL 58.1
FRP GRATING
D2 STA 17+31
SLOPE LEVEL
EL 58.0
+7
EL 60.25
LEVEL
TYP
S-408
A1
A1
S-302
SIM
A1
S-301
SIM
S-518
C1 TYP
S-545
B1
TYP
CIP FLOOR
A4
S-503
EMH-2030
S-546
C1
TYP
S-538
B2
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
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M E
N T
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T H
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A V
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F A
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IN
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IN
G
S Y
S T
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S C
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M A
N D
DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
V F
A C
A T
LA
N
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AS NOTED
P O
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UNCLASSIFIED
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DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
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DSN
LA
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IV
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A N
N E
X
N O
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, 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
/2
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