1364315_dwg_02of18_PH1_V1_Survey.pdf
PDF 13 MB Posted
- Attached to
- P-678 Dry Dock 8 Saltwater System for CVN-78, Norfolk Naval Shipyard, Portsmouth, Virginia
- Solicitation number
- N40085-22-R-2598_Drawings
About this file
This document provides details for a federal contract opportunity to design and construct a saltwater system for Dry Dock 8 at Norfolk Naval Shipyard in Portsmouth, Virginia. The solicitation number is N40085-22-R-2598 and related drawings and specifications can be accessed through Notice IDs N40085-22-R-2598_Drawings and N40085-22-R-2598_Specifications. The opportunity type is a special notice. The Naval Facilities Engineering Command is the contracting agency seeking proposals to design and build the saltwater system as part of the larger CVN-78 dry dock project at Norfolk Naval Shipyard in Portsmouth. Offerors should review the drawings and specifications files for requirements and details on responses.
View the file
Other files
Show all 17
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
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
/28 /22
IS
SU
ED
F
OR
B
ID
R
VE
Y
N O
TE
S
AN
D
L
EG
EN
D
CLZ MDR MLC
AS NOTED
12857522
1-VF001
EXISTING CONDITIONS NOTES EXISTING CONDITIONS LEGEND
NATURAL GAS LINE LEVEL D
NATURAL GAS LINE LEVEL B
NATURAL GAS RISER
NATURAL GAS STRUCTURE
NATURAL GAS CATHODIC TEST BOX
NATURAL GAS MANHOLE
NATURAL GAS VALVE
OXYGEN LINE LEVEL B
OXYGEN LINE LEVEL D
OXYGEN VALVE
OXYGEN RISER
UNDERGROUND ELECTRICAL LINE LEVEL B
UNDERGROUND ELECTRICAL LINE LEVEL D
ELECTRIC MANHOLE
ELECTRIC VAULT
ELECTRIC RISER
LIGHT POLE
ELECTRIC BOX
ELECTRIC HAND BOX
ELECTRIC TRANSFORMER
ELECTRIC BLOCKADE CONTROL
POWER POLE
TELEPHONE LINE LEVEL B
TELEPHONE LINE LEVEL D
TELEPHONE DUCTBANK LEVEL B
TELEPHONE DUCTBANK LEVEL D
TELEPHONE MANHOLE
TELEPHONE RISER
TELEPHONE BOX
TELEPHONE HANDBOX
TELEPHONE PEDESTAL
FIBER OPTIC LINE LEVEL B
FIBER OPTIC LINE LEVEL D
FIBER OPTIC PEDESTAL
FIBER OPTIC RISER
FIBER OPTIC HAND HOLE
COMPRESSED AIR LINE LEVEL B
COMPRESSED AIR LINE LEVEL D
COMPRESSED AIR HAND HOLE
COMPRESSED AIR MANHOLE
COMPRESSED AIR VALVE
COMPRESSED AIR RISER
COMPRESSED AIR VAULT
COMPRESSED AIR VENT
GROUND WIRE LEVEL D
PROPANE LINE LEVEL D
FUEL OIL LINE LEVEL B
FUEL OIL RISER
FUEL OIL VENT
STEAM LINE LEVEL B
STEAM LINE LEVEL D
STEAM RISER
STEAM MANHOLE
STEAM VENT
STEAM HAND HOLE
STORM DRAIN LEVEL B
YARD DRAIN
STORM DRAIN MANHOLE
SANITARY SEWER LINE LEVEL B
SANITARY FORCE MAIN LEVEL B
SANITARY FORCE MAIN LEVEL D
SANITARY CLEANOUT
SANITARY HAND HOLE
SANITARY MANHOLE
SALT WATER LINE LEVEL B
SALT WATER LINE LEVEL D
SALT WATER VALVE
SALT WATER RISER
WATER LINE LEVEL B
WATER LINE LEVEL D
FIRE HYDRANT
WATER VALVE
WATER RISER
WATER MANHOLE
FIRE DEPARTMENT CONNECTION
WATER SPIGOT
OIL WATER/WATER OIL LINE LEVEL D
UNKNOWN UTILITY
UNKNOWN CLEANOUT
UNKNOWN HAND HOLE
UNKNOWN
UNKNOWN
UNKNOWN RISER
UNKNOWN MANHOLE
UNKNOWN MANHOLE
UNKNOWN VALVE
UNKNOWN POLE
UNKNOWN PEDESTAL
1.
2.
3.
4.
5.
6.
7.
8.
SURVEYOR'S NOTES
THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON LOCALIZING ON THE
FOLLOWING STATIONS AT NORFOLK NAVAL
SHIPYARD, PORTSMOUTH, VIRGINIA:
(VIRGINIA STATE PLANE, SOUTH ZONE, NAD83) (GEOGRAPHIC WGS84)
ALUMINUM DISK #701 N=3,465,564.60 USFT E=12,128,185.82 USFT OR
LAT=36°49'12.064" LONG=76°17'43.382"
MAGNAIL 08-005-423 N=3,464,918.28 USFT E=12,125,960.54 USFT OR
LAT=36°49'06.188" LONG=76°18'10.927"
MAGNAIL 08-005-424 N=3,461,925.29 USFT E=12,126,185.35 USFT OR
LAT=36°48'36.551" LONG=76°18'09.020"
MAGNAIL 08-005-433 N=3,462,366.90 USFT E=12,128,859.29 USFT OR
LAT=36°48'40.299" LONG=76°17'36.020"
ELEVATIONS SHOWN HEREON ARE IN US SURVEY FEET ARE BASED ON
NORFOLK NAVAL SHIPYARD DATUM (NNSD).
STATION HELD: MAGNAIL 08-005-424, SHIPYARD ELEVATION = 101.97
SITE TEMPORARY BENCHMARKS ARE SHOWN THUS:
TBM#1 IS A CHISELED SQUARE IN CONCRETE PAD AT NORTH SIDE OF BUILDING
510, ELEVATION = 103.19
TBM#2 IS A CHISELED SQUARE IN CONCRETE PAD AT SOUTH SIDE OF BUILDING
274, ELEVATION = 103.53
TBM#3 IS A CHISELED SQUARE IN CONCRETE AT WEST SIDE OF BUILDING 1460,
ELEVATION = 106.47
THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE, SIZE, OR HORIZONTAL
LOCATION OF ANY UNDERGROUND UTILITIES AND PIPES SHOWN. THE
UNDERGROUND UTILITIES AND PIPES SHOWN ON THIS SURVEY WERE
ESTABLISHED USING ABOVE GROUND STRUCTURES (VALVES, MANHOLES,
ETC.) AND RECORD DRAWINGS. NO GUARANTEE IS MADE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
AREA, EITHER IN SERVICE OR ABANDONED. ACCURACY OF THE UTILITY
INFORMATION SHOWN CANNOT BE GUARANTEED, AND ALL UNDERGROUND
UTILITY LOCATIONS SHOWN HEREON SHOULD BE CONSIDERED APPROXIMATE.
INFORMATION MARKED AS "DATR" WAS TAKEN FROM NORFOLK NAVAL
SHIPYARD UTILITY RECORDS AND MASTER PLANS. THESE FEATURES WERE
NOT LOCATED IN THE FIELD DUE TO INACCESSIBILITY.
BUILDING LINES SHOWN IN INACCESSIBLE AREAS ARE DISPLAYED AS DASHED
LINES AND ARE BASED ON AERIAL PHOTOGRAPHY AND RECORD DRAWINGS.
THE LOCATIONS SHOWN ARE APPROXIMATE.
LAST DATE OF FIELD SURVEY DECEMBER 11, 2020. THROUGHOUT THE SURVEY
PERIOD, MATERIAL AND OTHER OBSTRUCTIONS MADE CERTAIN AREAS
INACCESSIBLE.
TOPOGRAPHIC SURVEY PROVIDED BY:
TIMMONS GROUP; 2901 S. LYNNHAVEN ROAD, SUITE 200, VIRGINIA BEACH,
VIRGINIA, 23452; 757-213-6679
AC
BLDG
BOT
BP
BW
C
CAMH
CAV
CLF
CMH
CO
CONC
DATR
DIP
EB
ELEV
EMH
FFE
FH
FMMH
FOMH
FOPED
FR
GEN
GMH
GTS
GV
HCP
INV
LP
MH
MISC
MW
P
PP
PIV
PR
RRF
RRSW
SDMH
SIA
SS
SSMH
STLP
STM
STMH
STMV
STMVLT
STY
TBM
SUE
TMH
TPED
TR
TYP
UG
UMH
UPED
UTO
UV
UVLT
V
WMH
WV
WVLT
XWALK
YD
AIR CONDITIONING UNIT
BUILDING
BOTTOM
BUMPER POST
BARBED WIRE
CONCRETE PIPE
COMPRESSED AIR MANHOLE
COMPRESSED AIR VALVE
CHAIN LINK FENCE
COMMUNICATION MANHOLE
CLEANOUT
CONCRETE
DIGITIZED AS TO RECORD
DUCTILE IRON PIPE
ELECTRIC BOX
ELEVATION
ELECTRIC MANHOLE
FINISHED FLOOR ELEVATION
FIRE HYDRANT
FORCE MAIN MANHOLE
FIBER OPTIC MANHOLE
FIBER OPTIC PEDESTAL
FRAME
GENERATOR
GAS MANHOLE
GAS TEST STATION
GAS VALVE
HANDI CAP PARKING
INVERT
LIGHT POLE
MANHOLE
MISCELLANEOUS
MONITORING WELL
PLASTIC PIPE
POWER POLE
POST INDICATOR VALVE
PIPE RAIL
RAILROAD FROG
RAILROAD SWITCH
STORM DRAIN MANHOLE
SIAMESE CONNECTION
SANITARY SEWER
SANITARY SEWER MANHOLE
STEEL PLATE
STEAM
STEAM MANHOLE
STEAM VALVE
STEAM VAULT
STORY
SUBSURFACE UTILITY ENGINEERING
TEMPORARY BENCHMARK
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
TYPICAL
UNDERGROUND
UTILITY MANHOLE
UTILITY PEDESTAL
UNABLE TO OPEN
UTILITY VALVE
UTILITY VAULT
VITRIFIED CLAY PIPE
WATER MANHOLE
WATER VALVE
WATER VAULT
CROSSWALK
YARD DRAIN
SURVEY ABBREVIATIONS
1. SEE SURVEYOR'S NOTES FOR HORIZONTAL AND VERTICAL CONTROL
BENCHMARK INFORMATION.
2. DIMENSIONS, ELEVATIONS AND STATIONS ARE MEASURED IN FEET
UNLESS OTHERWISE NOTED.
3. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS
INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS AND FIELD
SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES MAY BE
PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED. NEITHER THE
OWNER NOR THE DESIGNER WARRANTS OR GUARANTEES THE
ACCURACY OR COMPLETENESS OF INFORMATION PROVIDED BY THESE
DRAWINGS.
4. IDENTIFICATION OF EXISTING UNDERGROUND UTILITIES MUST BE BY A
THIRD PARTY, INDEPENDENT, PRIVATE UTILITY LOCATING COMPANY
PRIOR TO THE BEGINNING OF EACH PHASE OF WORK. MARKINGS MADE
DURING THE UTILITY INVESTIGATION MUST BE MAINTAINED
THROUGHOUT THE DURATION OF THE PHASE. IMMEDIATELY REPORT
DISCREPANCIES IN THE DRAWINGS TO THE CONTRACTING OFFICER
BEFORE FURTHER WORK COMMENCES.
5. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE
OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, IMMEDIATELY
NOTIFY THE CONTRACTING OFFICER. UTILITY SERVICES OR
STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS MUST BE
RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE GOVERNMENT.
RAILROAD TRACK
CRANE RAIL
CONDENSATE DRAIN LEVEL D
GUY WIRE
FENCE
UTILITY VAULT
MOORING BOLLARD
SIAMESE CONNECTION
POST INDICATOR VALVE
TIDAL/FLOOD DATA
1. TIDAL INFORMATION WAS OBTAINED FROM THE OCEANIC AND
ATMOSPHERIC ADMINISTRATION (NOAA), NATIONAL OCEAN SERVICE
(NOS) STATION 8638660 (PORTSMOUTH. NORFOLK NAVAL SHIPYARD,
VIRGINIA) FOR THE 1983-2001 EPOCH.
2. FLOOD ELEVATIONS ARE BASED ON THE FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM)
PANEL 5155290083D FOR THE CITY OF PORTSMOUTH, VA DATED 3
AUGUST 2015.
3. LEVELS SHOWN BELOW HAVE BEEN ADJUSTED FROM THE NOS TIDE
STATION DATUM AND NAVD88 TO THE NNSY DATUM USING ESTABLISHED
SURVEY RELATIONSHIPS.
DATUM DESCRIPTION NNSY DATUM
DESIGN FLOOD ELEVATION (DFE) (YEAR 2065 MEDIUM RISK)106.88
500-YEAR FLOOD STILLWATER ELEVATION 104.98
BASE FLOOD ELEVATION (BFE) 103.08
HIGHEST OBSERVED TIDE 101.32
HIGHEST ASTRONOMICAL TIDE (HAT) 97.41
MEAN HIGHER HIGH WATER (MHHW) 96.39
MEAN HIGH WATER (MHW) 96.18
NORTH AMERICAN VERTICAL DATUM (NAVD 88) 95.08
MEAN LOW WATER (MLW) 93.42
MEAN LOWER LOW WATER (MLLW) 93.28
NNSY STATION LOW WATER DATUM (SLWD) 92.48
LOWEST ASTRONOMICAL TIDE (LAT) 92.48
LOWEST OBSERVED TIDE 89.72
PEDESTRIAN CROSSWALK
BENCH MARKS
UTILITY LOCATION NOTES
1. UTILITY LOCATION PROVIDED BY INFRAMAP CORPORATION: 10365 S
CEDAR LANE, GLEN ALLEN, VA 23059
2. INFRAMAP CORP. HAS EXERCISED ITS BEST PROFESSIONAL EXPERTISE
AND GEOPHYSICAL PROSPECTING TECHNIQUES TO DEVELOP THIS
MAPPING OF SUBSURFACE UTILITIES WITHIN THE PROJECT LIMITS.
3. INFRAMAP CORP. DOES NOT GUARANTEE THAT UTILITIES SHOWN
COMPRISE ALL UTILITIES WITHIN THE PROJECT AREA.
4. FIELD LOCATED UTILITIES MEET THE FEDERAL HIGHWAY
ADMINISTRATION DEFINITION QUALITY LEVEL "B" (QLB) STANDARD
UNLESS OTHERWISE NOTED.
5. UTILITY SIZE INFORMATION IS BASED ON BEST AVAILABLE FIELD AND
RECORD INFORMATION.
UTILITY TUNNEL
BUILDING OR STRUCTURE
QL/A = QUALITY LEVEL A (TEST HOLES)
DATA TYPICALLY ACQUIRED AT ONE POINT ON AN UNDERGROUND UTILITY
FEATURE EXPOSED BY AIR VACUUM EXCAVATION OR OTHER MEANS. THE
HORIZONTAL AND VERTICAL LOCATION OF THIS REFERENCE POINT IS
ACQUIRED AND REPORTED TO ACCEPTABLE SURVEY TOLERANCES. THE
ACQUIRED DATA FULFILLS SECTION 5.4.5 ON PAGE 6 OF ASCE STANDARD
38-02.
QL/B = QUALITY LEVEL B (UTILITY DESIGNATION)
DEPICTION OF AN UNDERGROUND UTILITY LINE ESTABLISHED BY SENSING
THE LOCATION WITH ELECTRONIC INSTRUMENTATION. LINEWORK AND
UTILITY SURFACE FEATURES ARE ACQUIRED BY SURVEYING POINTS ALONG
ALIGNMENT TO ACCEPTABLE SURVEY TOLERANCES.
QL/C = QUALITY LEVEL C (RECORDS PLOTTING)
UTILITY INFORMATION OBTAINED FROM RECORD INFORMATION AND
PLOTTED TO CORRELATE WITH SURFACE UTILITY FEATURES WHICH HAVE
BEEN SURVEY LOCATED AND ACCURATELY REDUCED ONTO DESIGN/
CONSTRUCTION DOCUMENTS.
QL/D = QUALITY LEVEL D (RECORDS DRAFTING)
DEPICTION OF UNDERGROUND UTILITY LINES BY TRANSPOSITION FROM
UTILITY RECORDS OR PLACED FROM VERBAL RECOLLECTIONS WITHOUT
BENEFIT OF SURVEYED SURFACE FEATURES. ACCURACY OF INFORMATION
IS QUESTIONABLE. ALSO PERTAINS TO MISS UTILITY PAINT LINES FOUND IN
THE FIELD DURING THE SURVEY PROCESS. THE PAINT LINES COULD NOT BE
VERIFIED BECAUSE A CURRENT SIGNAL DID NOT MATCH OR NO SIGNAL AT
ALL WAS OBTAINED.
EOI
END OF INFORMATION PERTAINS TO THE LOSS OF SIGNAL THAT HAS BEEN
APPLIED TO AN UNDERGROUND UTILITY AND THEN DETECTED TO
ELECTRONICALLY LOCATE THE UTILITY. COMMONLY FOUND WHERE
UTILITIES CHANGE TO NON-CONDUCTIVE MATERIALS, ARE CUT OR AT END
OF UTILITY.
SUE QUALITY LEVELS OF
SERVICE (ACCURACY)
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
EX
TI
N
G S
TR
U
C
TU
R E
TA
BL
ES
CLZ MDR MLC
AS NOTED
12857523
1-VF002
EXISTING STORM DRAIN STRUCTURE TABLE EXISTING SANITARY SEWER STRUCTURE TABLE
O x
O x
O x
O x
O x
Ox O x O x O x
O x
Ox Ox Ox Ox Ox Ox Ox Ox Ox Ox Ox
O x
G x
W x
Wx
Wx
W x
W x
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
Wx
W x
Wx Wx Wx Wx Wx
W x
W x
W x
SWx
SWx
SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx SWx
SWx
SWx
SWx
SWx
SWx
SW
SWx SWx SWx
SW
x
SWx SWx SWx SWx SWx SWx
SW
x
SW
x
SW
x
SWx SWx SWx SWx SWx
SW
x
SWx SWx SWx SWx SWx SWx
SW
x
SW
x
SWx SWx
SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx SDx
SDx
SDx SDx
SDxSDxSDxSDxSDxSDxSDxSDxSDxSDxSDx
SDx SDx SDx SDx SDx SDx SDx SDx SDx
SD
x
SDx
SD
x
SD
x
SDx
SDx
SD
x
SD
x
SD
x
SD x
SD
x
SD x
SD x
SD x
SD x
SD xSD x
SD
x
SD
x
SD
x
SD
x SD x
SD x
SD
x
SD
x
SD
x
SD
x
SD x
SD x
SD x
SD
x
SD x
SD x
SD
x
SDx SDx
SD
x
SDx
SDx
SD
x
SDx
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SD x
SDx x
SD
x
SD
x
SD x
SDx SDx
SD
x
SDx
SDx SDx SDx SDx SD x
SD x
SDx
SDx
SD x
SD x
SD x
SDx
SD
x
SD
x
SDx
SDx
SDx
SD
x
SD
x
SD
x SD x
SD
x
SSx
SSx
SS x
SS x
SS x
SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SSx
SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SS x SSx
SSx SSx
SSx SSx
SSx SSx
SS x SSx SSx
SS
x
SSx
SSx
SSx
SSx
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SS
x
SSx
SS
x
BA
RK
ER
S
TR
EE
T
HITCHCOCK STREET
BASE ROADWAY
BASE ROADWAY
BASE ROADWAY BASE ROADWAY
MCCAWLEY STREET
BA
RK
ER
S
TR
EE
T
SD x
BASE ROADWAY
OWx
OWx
O W x
OWx
OWx
OWx
OWx
OWx
OWx
OWx
OWx
OWx
XX
X
U x
U x
SWx
SWx
SWx
SD
x
SD
x
SD
x
XX
X
X X
SDx SDxSDx
X
SDx
SDx
SW
x
Sx Sx Sx
Px PxPx Ox OxOx Px Px Px CAx CAx CAx
SWx SWx SWx
Sx Sx Wx Wx Wx
CAx CAxSWx SWxEx Ex ExSWx SWx SWx SWx
SW
x
SW
x
U x
U x
P x
P x
P x
OWx OWx OWx OWx OWx OWx OW x
OWx OWx OWx OWx OWx OWxOWx OWx OWx OWx OWx OWx
SWx
S xS x
SW
x
P x
Ox Ox Ox Px PxPx Px Px
CAx CAx CAx
Ex Ex Ex Ex Ex
E x
Ex ExEx Ex
SS
x
SD x
O x
CAx
Px
P x
Px Ox Ox OxPx Px Px CAx CAx CAx
Px Px PxOx Ox OxCAx CAxPx
CAx CAx CAx
Ox PxPx
CAx CAxOx Ox Ox OxUx Ux Ux
CAxPx Px Ux Ux Ux
Ox Ox OxPx Px Px CAx CAx CAxOx
S x W x
SWx
G x
G x
SSx
SD
x
WEAVER STREET
BLDG
270BLDG
BLDG 273BLDG 44510BLDG
269TBLDG
BLDG 260
BLDG
272BLDG
1452B
BLDG 1492
BLDG 274
BLDG 369
0+00 5+00 10+00
DRY DOCK 8
PIER 6
WHARF 7
SOUTHERN BRANCH
ELIZABETH RIVER
McCAWLEY STREET
BLDG 510
BLDG 297
DALE STREET
BA
RK
ER
S
TR
EE
T
HITCHCOCK STREET
WALLI
N STREET
BLDG 298
1-VF107 1-VF108 1-VF109
1-VF112 1-VF113 1-VF114 1-VF115
1-VF110
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
O
VE
R
AL
L
CLZ MDR MLC
AS NOTED
12857524
1-VF100
SHEET NOTES
ED
F
OR
A1
NORTH
PLAN
SCALE: 1"=100'
PHASE 1 - EXISTING CONDITIONS PLAN - OVERALL
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEETS 1-VF002 AND 1-VF003 FOR EXISTING SANITARY SEWER AND
STORM DRAIN STRUCTURE TABLES.
NORTH
PLAN
KEY PLAN
4 5
6 7
2 3
8 9
1511 12 13 14
100' 200'0
E x
E x
O x
O x
O x
Ex
Ex
Ex
Ex
Ex
Ex
Ex
Ex
SD
x
SSx
E x
E x
E x
E x
E x
E x
E x
Ex
Ex Ex Ex
Ex Ex Ex Ex Ex Ex
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
BA
RK
ER
S
TR
EE
T
HITCHCOCK STREET
Ex Ex Ex Ex Ex Ex
Ex
E x
E x
E x
E x
E x
E x
Ex E x
E x
0+00 0+50
TYP.
TYP.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
SHEET NOTES
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 7
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF112
MA
TC
H
LIN
E A1
/1-
VF
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857525
1-VF107
SHEET KEYNOTES
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
"NEW CRANE TRACKS AT DRY DOCK NO. 8 DATED FEBRUARY 1953. SHOWN
FOR REFERENCE ONLY.
1. UTILITY TUNNEL
2-8 NOT USED
9. APPROXIMATE LOCATION OF PREVIOUSLY ABANDONED IN-PLACE
CRANE RAIL GIRDER
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
11. APPROXIMATE LOCATION OF STEEL PILES
Ex Ex x
E x
SDx
SDx SD
Ex E
E x
E x
Ex
E x
Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex
Ex Ex Ex Ex x Ex
Ex Ex
Ex Ex Ex Ex Ex
Ex Ex Ex
BASE ROADWAY
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
E x
E x
Ex
E x
E x
E x
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
O x
CAx
Px
P x
CAx CAx CAx
Ox PxPx
1 10
TYP.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
SHEET NOTES
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 8
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF113
MA
TC
H
LIN
E A1
/1-
VF
MA
TC
H
LIN
E A1
/1-
VF
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857526
1-VF108
SHEET KEYNOTES
1. UTILITY TUNNEL
2-9 NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
"NEW CRANE TRACKS AT DRY DOCK NO. 8 DATED FEBRUARY 1953. SHOWN
FOR REFERENCE ONLY.
E x
Ex Ex Ex
E x
SDx SDx
SD
x
SDx
SDx SDx SDx SD x
SD x
SDx
SDx
SDx
SDx
SDx
SDx
SS
x
SSx
SSx
SSx
SSx
E x
E x
E x
Ex Ex Ex Ex Ex Ex
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
Ex
Ex Ex Ex Ex ExEx Ex
Ex ExEx Ex
Ex
E x
Ex E x
Ex
E x
E x E x
E x
E x
E x
E x
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
2 71 10 11
TYP. TYP.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
SHEET NOTES
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 9
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF114
MA
TC
H
LIN
E A1
/1-
VF
MA
TC
H
LIN
E A1
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857527
1-VF109
SHEET KEYNOTES
1. UTILITY TUNNEL
2. TREMIE CONCRETE WALL
3-6 NOT USED
7. FLOOD AND DRAINAGE TUNNEL BENEATH DRY DOCK FLOOR
8-9 NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
11. APPROXIMATE LOCATION OF STEEL PILES
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
E x
SS
x
SS
x
SS
x
SS
x
Ex Ex Ex Ex
SWx
G x
G x
X
U x
U x
SWx
SWx
SWx
SD
x X
VENT
10+50 11+00
SW
x
SW
x
U x
U x
P x
P x
P x
S xS x
621 10
TYP.
12 12 12
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 10
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF115
MA
TC
H
LIN
E A1
/1-
VF
SHEET NOTES
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857528
1-VF110
SHEET KEYNOTES
1. UTILITY TUNNEL
2. TREMIE CONCRETE WALL
3. TIMBER QUAY LINE
4-5 NOT USED
6. SLUICE GATE SERVICE CHAMBER
7-9 NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
11. APPROXIMATE LOCATION OF STEEL PILES
12. 50 TON POST BOLLARD
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
E x
E x
E x
E x
E x
E x
E x
E x
E x Ex Ex Ex
E x
E x
Ex Ex
E x
E x
E x
E x
E
O x
O x
O x
O x
Ox
O x
O x
O x
SSx SS x
SS x SSx
SSx SSx
SS
x
SS
x
SS
x
E x E x E x E x E x
E x E x E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
Ex Ex Ex Ex Ex Ex Ex
Ex Ex
Ex
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x
E x Ex
E x
E x
E x
Ex
E x
E x
E x
Ex
Ex
Ex Ex
E x
Ex Ex
Ex Ex
Ex Ex
E x
E x
E
Ex Ex Ex
Ex
E x
BASE ROADWAY
BA
RK
ER
S
TR
EE
T
0+00 0+50
CAx CAxOx Ox Ox OxCAxPx Px
TYP.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 12
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF107
MA
TC
H
LIN
E A1
/1-
VF
SHEET NOTES
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857529
1-VF112
SHEET KEYNOTES
1. UTILITY TUNNEL
2-8 NOT USED
9. APPROXIMATE LOCATION OF PREVIOUSLY ABANDONED IN-PLACE
CRANE RAIL GIRDER
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
11. APPROXIMATE LOCATION OF STEEL PILES
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
E x
E x
E x
E x
E x
E x
E x
Ex Ex Ex Ex Ex
E x
E x
Ex Ex Ex
E x
E
E xE x
SSx SSx
SSx SSx SSx x Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex Ex Ex Ex Ex Ex Ex Ex
Ex Ex
Ex
Ex Ex Ex Ex Ex E x
BASE ROADWAY
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
OWx OWx OWx OWx OWx OWx OWx OWx OWx OWx OWxOWx OWx
OWx OWx OWx OWx
PxOx Ox OxCAx CAxPx
1 10
TYP.
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 13
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF108
MA
TC
H
LIN
E A1
/1-
VF
MA
TC
H
LIN
E A1
/1-
VF
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857530
1-VF113
SHEET KEYNOTES
SHEET NOTES
1. EXISTING UTILITY TUNNEL
2-9 NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
E x
E x
E x
Ex Ex Ex
E x
E x
E x
E x
Ex Ex Ex
E x
E x
E x
Ex
Ex
SDx
SDx
SD
x
SS
x
SS
x
SSx
SS
x
Ex Ex Ex
Ex Ex Ex Ex Ex
E x
E x
Ex Ex Ex Ex Ex Ex
E x
E x
E x
E x
E x
Ex Ex Ex Ex Ex
Ex Ex
E x
E x
E x
E x
E x
Ex
Ex
Ex Ex
E x
E x Ex
Ex Ex Ex Ex Ex Ex Ex
BASE ROADWAY
SD
5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
OW
x
OWx
P x
Ex Ex Ex Ex Ex
E x
Ex ExEx Ex
SS
x
SD x
Ox Ox OxPx Px Px CAx CAx CAx
Px Px Px Ox Ox OxPx Px Px CAx CAx CAxOx
S x W x
SSx
SD
x
21 10
TYP.BEGIN
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 14
20' 40'0
NORTH
PLAN
KEY PLAN
4 5
11 12
2 3
13 14
MATCH LINE
A1/1-VF109
MA
TC
H
LIN
E A1
/1-
VF
MA
TC
H
LIN
E A1
/1-
VF
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857531
1-VF114
SHEET KEYNOTES
SHEET NOTES
1. UTILITY TUNNEL
2. TREMIE CONCRETE WALL
3. NOT USED
4. PUMP WELL #8
5. DISCHARGE FLUME
6. NOT USED
7. FLOOD AND DRAINAGE TUNNEL BENEATH DRY DOCK FLOOR
8-9 NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
11. APPROXIMATE LOCATION OF STEEL PILES
12. NOT USED
13. PUMPWELL #8 BOMBPROOF CONCRETE APRON (6'-0" DEEP REINFORCED
CONCRETE)
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
Ex
Ex
SDx
Ex x Ex Ex Ex Ex Ex Ex
Ex
Ex
Ex
Ex
Ex
Ex
Ex
E x
Ex Ex Ex Ex Ex Ex Ex Ex Ex
E x
E x
E x
BASE ROADWAY
MCCAWLEY STREET
SD x
XX
SD
x
SD
x
XX
X
X X
SDx SDxSDx
SDx
SDx
VENT
10+50 11+00
SW
x
Sx Sx Sx
Px PxPx Ox OxOx Px Px Px CAx CAx CAx
SWx SWx SWx
Sx Sx Wx Wx Wx
CAx CAxSWx SWxEx Ex ExSWx SWx SWx SWx
SWxSW x
Ox Ox Ox Px PxPx Px Px
CAx CAx CAx
SD
x
61 2 10
TYP.
END
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
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.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUG 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
D
M
ID
-A
TL
AN
TI
C
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, 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
P
D R
Y D
O C
K S
A
LT
W A
TE
R
S Y
S
TE
M
FO
R C
V N
-7
JTL/TLH
EJA
DSN
1364315
N40085-22-R-2598
DLB
DEVIN POULIN,
C984 FACILITIES PLANNER, NNSY
02/02/2022
ED
F
OR
PLAN
SCALE: 1" = 20'
PHASE 1 - EXISTING CONDITIONS PLAN - AREA 15
20' 40'0
NORTH
PLAN
KEY PLAN
MATCH LINE
A1/1-VF110
MA
TC
H
LIN
E A1
/1-
VF
4 5
11 12
2 3
13 14
PH
AS
E
- E
XI
ST
IN
G C
O N
D
IT
IO
N
S
PL
AN
AR
EA
CLZ MDR MLC
AS NOTED
12857532
1-VF115
SHEET KEYNOTES
SHEET NOTES
1. UTILITY TUNNEL
2. TREMIE CONCRETE WALL
3-4 NOT USED
5. DISCHARGE FLUME
6. SLUICE GATE SERVICE CHAMBER
7. NOT USED
8. SALT WATER DISCHARGE FLUME STOP LOG
9. NOT USED
10. APPROXIMATE LOCATION OF CONCRETE STRUTS
1. SEE SHEET 1-VF001 FOR SURVEY ABBREVIATIONS, NOTES AND LEGEND.
2. SEE SHEET 1-VF002 FOR SANITARY SEWER AND STORM DRAIN
STRUCTURE TABLES.
3. APPROXIMATE LOCATION OF CRANE RAIL GIRDER SYSTEM, PILES, AND
CONCRETE STRUTS TAKEN FROM DRAWINGS PROVIDED BY NAVFAC
TITLED "DRY DOCK NO. 8" N-SD DRAWING SERIES, DATED MAY 1941 AND
| 1-VF001 - SURVEY NOTES AND LEGEND |
| 1-VF002 - EXISTING STRUCTURE TABLES |
| 1-VF100 - PHASE 1 - EXISTING CONDITIONS PLAN - OVERALL |
| 1-VF107 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 7 |
| 1-VF108 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 8 |
| 1-VF109 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 9 |
| 1-VF110 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 10 |
| 1-VF112 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 12 |
| 1-VF113 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 13 |
| 1-VF114 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 14 |
| 1-VF115 - PHASE 1 - EXISTING CONDITIONS PLAN - AREA 15 |
2022-02-28T09:29:13-0500
2022-02-28T09:29:32-0500
2022-02-28T09:29:33-0500
2022-02-28T09:29:33-0500
2022-02-28T09:29:33-0500
2022-02-28T09:29:34-0500
2022-02-28T09:29:34-0500
2022-02-28T09:29:34-0500
2022-02-28T09:29:35-0500
2022-02-28T09:29:35-0500
2022-02-28T09:29:36-0500
2022-02-28T09:30:38-0500
2022-02-28T09:30:52-0500
2022-02-28T09:30:53-0500
2022-02-28T09:30:54-0500
2022-02-28T09:30:54-0500
2022-02-28T09:30:55-0500
2022-02-28T09:30:56-0500
2022-02-28T09:30:56-0500
2022-02-28T09:30:57-0500
2022-02-28T09:30:57-0500
2022-02-28T09:30:58-0500
| 2022-03-15T16:10:03-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:27-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:31-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:33-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:34-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:37-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:10:38-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:05-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:41-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:42-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:44-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:45-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:46-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:11:47-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:12:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:13:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:13:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2022-03-15T16:13:31-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .