1588810-DWG-05of14 (SURVEY).pdf
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- Solicitation number
- N4008520R0063
About this file
This solicitation requests design-build services for flood protection improvements at Dry Docks 1, 2, 3, and 4 at Norfolk Naval Shipyard. The scope of work includes constructing a permanent cast-in-place reinforced concrete flood wall supported on soil-treated foundations. Modifications to existing dry dock caisson gunwales and construction of caisson seat extensions for Dry Docks 1, 2, and 3 are also required. Removable capstans will be installed on new foundations after removing existing capstans. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command for the P653 Dry Dock Flood Protection Improvements project at Norfolk Naval Shipyard. The closing date for proposals was not specified in the document provided.
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SURVEY NOTES:
1. THE MERIDIAN SOURCE OF THIS SURVEY IS BASED ON THE FOLLOWING STATIONS AT NORFOLK NAVAL
SHIPYARD, PORTSMOUTH, VIRGINIA:
(VIRGINIA STATE PLANE, SOUTH ZONE, NAD83) (GEOGRAPHIC WGS84)
2. ALUMINUM DISK #701 N=3,465,564.60 USFT E=12,128,185.82 USFT OR LAT=36°49'12.064" LONG=76d17'43.382" ALUMINUM DISK #702 N=3,465,749.34 USFT E=12,128,575.67 USFT OR LAT=36°49'13.801" LONG=76d17'38.535"
3. ELEVATIONS SHOWN HEREON ARE IN US SURVEY FEET ARE BASED ON NORFOLK NAVAL SHIPYARD DATUM (NNSD).
4. STATION HELD: NNSY BENCHMARK #1
5. SITE TEMPORARY BENCHMARKS ARE SHOWN THUS:
TBM 1 IS A CHISELED SQUARE IN CONCRETE OF UTILITY TRENCH AT THE SOUTH SIDE OF DRYDOCK 4, ELEVATION = 101.48
TBM 2 IS A CHISELED SQUARE IN CONCRETE OF UTILITY TRENCH AT THE SOUTH SIDE OF DRYDOCK 4, ELEVATION = 101.53
TBM 3 IS A CHISELED SQUARE IN CONCRETE OF UTILITY TRENCH AT THE SOUTHEAST CORNER OF DRYDOCK 4, ELEVATION = 101.15
TBM 4 IS A CHISELED SQUARE IN CONCRETE OF UTILITY TRENCH AT THE NORTH SIDE OFDRYDOCK 4, ELEVATION = 101.72
TBM 5 IS A CHISELED SQUARE AT THE BOTTOM OF CONCRETE STEP AT SUBSTATION, ELEVATION = 101.66 TBM 6 IS A CHISELED SQUARE IN ELECTRIC MANHOLE, WEST OF DRYDOCK 4, ELEVATION = 102.20 TBM LP IS A CHISELED SQUARE IN CONCRETE BASE OF LIGHT POLE SOUTH OF DRYDOCK 4, ELEVATION = 103.85
6. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE, SIZE, OR HORIZONTAL LOCATION OF ANY UNDERGROUND UTILITIES SHOWN. THE UNDERGROUND UTILITIES SHOWN ON THIS SURVEY WERE ESTABLISHED USING ABOVE GROUND STRUCTURES (VALVES, MANHOLES, ETC.), RECORD DRAWINGS, AND ASCE QUALITY LEVEL "B" DESIGNATION. PLASTIC AND OTHER LINES WITHOUT TRACER WIRES ARE NOT LOCATABLE. 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.
7. 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.
8. 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.
9. LAST DATE OF FIELD SURVEY OF AREAS AROUND DRYDOCK 4: APRIL 30, 2018
LAST DATE OF FIELD SURVEY INSIDE DRY DOCK 4: FEBRUARY 6, 2018
10. TOPOGRAPHIC SURVEY PROVIDED BY:
TIMMONS GROUP; 2901 S. LYNNHAVEN ROAD, SUITE 200, VIRGINIA BEACH, VIRGINIA, 23452; 757-213-6679
SURVEY ABBREVIATIONS: SURVEY LEGEND:
ABD, ABAND.
AC
APLOC
AV
BLDG
BOT
BP
C
CA
CI
CLF
CO
CONC
DATR
DD
DI
EB
ELEC
ELEV
EMH
EOI
EP
EPAD
EPIT
EPNL
EVLT
EXP
FD
FFE
FGV
FH
FR
FW
GEN
GTS
GV
H2O
INV
LIQ
LOI
LOS
LP
MH
MW
NFL
NIT
OVHD
P
PC
PI
PIV
PL
PR
PT
RCP
RRVLT
SDMH
SIA
SS
SSMH
STM
STMH
STUB
SW
SWMH
TBM
TC
TFPED
TH
TMH
TPED
TR
TYP
UB
UG
UMH
UPNL
UTIL
UTO
UTS
UV
UVLT
V
WMH
WV
YD
ABANDONED
AIR CONDITIONING UNIT, ASBESTOS CEMENT
APPROXIMATE LOCATION
AIR VALVE
BUILDING
BOTTOM
BEGIN POINT (RAIL ALIGNMENT)
CONCRETE PIPE
COMPRESSED AIR
CAST IRON
CHAIN LINK FENCE
CLEANOUT
CONCRETE
DIGITIZED AS TO RECORD
DRY DOCK
DUCTILE IRON
ELECTRIC BOX
ELECTRIC
ELEVATION
ELECTRIC MANHOLE
END OF FIELD LOCATED INFORMATION
ENDING POINT (RAIL ALIGNMENT)
ELECTRIC PAD
ELECTRIC PIT
ELECTRIC PANEL
ELECTRIC VAULT
EXPANSION
FRENCH DRAIN
FINISHED FLOOR ELEVATION
FLOOD GATE VALVE
FIRE HYDRANT
FRAME
FRESH WATER
GENERATOR
GAS TEST STATION
GAS VALVE
WATER
INVERT
LIQUID
LIMITS OF INVESTIGATION
LIMITS OF SURVEY
LIGHT POLE
MANHOLE
MONITORING WELL
NOT FIELD LOCATED
NITROGEN
OVERHEAD
PLASTIC PIPE
POINT OF CURVATURE (RAIL ALIGNMENT)
POINT OF INTERSECTION (RAIL ALIGNMENT)
POST INDICATOR VALVE
PLASTIC
PIPE RAIL
POINT OF TANGENT (RAIL ALIGNMENT)
REINFORCED CONCRETE PIPE
RAILROAD VAULT
STORM DRAIN MANHOLE
SIAMESE CONNECTION
SANITARY SEWER
SANITARY SEWER MANHOLE
STEAM
STEAM MANHOLE
CAP, CUT END OF UTILITY
SALT WATER
SALT WATER MANHOLE
TEMPORARY BENCHMARK
TOP OF CURB, TERRA COTA
TRAFFIC PEDESTAL
TEST HOLE
TELEPHONE MANHOLE
TELEPHONE PEDESTAL
TRANSFORMER
TYPICAL
UTILITY BOX
UNDERGROUND
UTILITY MANHOLE
UTILITY PANEL
UTILITY
UNABLE TO OPEN
UTILITY TEST STATION
UTILITY VALVE
UTILITY VAULT
VITRIFIED CLAY PIPE
WATER MANHOLE
WATER VALVE
YARD DRAIN
FENCELINE
OVERHEAD ELECTRIC
SANITARY SEWER
EDGE OF ASPHALT PAVEMENT
FRESH WATER
GUY WIREGUY
STORM DRAINSD
UNDERGROUND STEAM
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
SALT WATERSW SW SW
UTILITY VAULT
OVERHEAD STEAM
UNDERGROUND COMPRESSED AIR
NATURAL GAS
UNDERGROUND FIBER OPTIC
BUMPER POST
FIRE HYDRANT
SD
GUY
MANHOLE (MH)
RAILROAD TRACK
OIL OIL (UNDERGROUND FUEL)
101 CONTOUR
101.25 GROUND ELEVATION
YD
1 STORY
METAL BLDG
BUILDING
YARD DRAIN
LP
WV
CRANE RAIL
VALVE
LIGHT POLE
CRANE RAILS
BELOW GRADE STRUCTURE
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
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P
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P R
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D E
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DRAWFORM REVISION: 12 APRIL 2018
TH#-19
TEST HOLE LOCATION
1. INFRAMAP CORP. HAS EXERCISED ITS BEST PROFESSIONAL EXPERTISE AND GEOPHYSICAL PROSPECTING TECHNIQUES TO
DEVELOP THIS MAPPING OF SUBSURFACE UTILITIES WITHIN THE PROJECT LIMITS.
2. INFRAMAP CORP. DOES NOT GUARANTEE THAT UTILITIES SHOWN COMPRISE ALL UTILITIES WITHIN THE PROJECT AREA.
3. FIELD LOCATED UTILITIES AT UTILITY TEST HOLE LOCATIONS ONLY MEET THE FEDERAL HIGHWAY ADMINISTRATION DEFINITION FOR
"QUALITY LEVEL A" (QLA) STANDARD. UNLESS OTHERWISE NOTED.
4. UTILITY SIZE INFORMATION IS BASED ON BEST AVAILABLE FIELD AND RECORD INFORMATION.
TEST HOLE NOTES:
STEAM TEST STATION
SANITARY CLEAN OUT
SANITARY MANHOLE
SANITARY FORCE MAIN VALVE
STEAM MANHOLE
SANITARY SEWER
STEAM VENT
TO TRAFFIC LOOP DETECTOR
GAS VENT
LANDSCAPE LIGHTING
PEDESTRIAN SIGNAL POLE
TRAFFIC SIGNAL POLE
CABLE TELEVISION HAND BOX
CABLE TELEVISION MANHOLE
CABLE TELEVISION PEDESTAL
ELECTRIC MANHOLE
ELECTRIC HAND BOX
STREET LIGHT
TRANSFORMER
ELECTRIC POLE
ELECTRIC BOX
GAS TEST STATION
GAS METER
GAS VALVE
GAS MANHOLE
CABLE TELEVISION
ELECTRIC
DOWN SPOUT
STORM DRAIN INLET (ROUND)
STORM DRAIN INLET (CURB)
STORM DRAIN INLET (GRATE)
STORM DRAIN MANHOLE
STORM DRAIN CLEAN OUT
STORM DRAIN
TELEPHONE HAND BOX
TELEPHONE MANHOLE
TELEPHONE POLE
TELEPHONE PEDESTAL
TELEPHONE BOOTH
TELEPHONE BOX
TELEPHONE / COMMUNICATION
FIBER OPTIC
UNKNOWN CLEAN OUT
UNKNOWN MANHOLE
SIAMESE CONNECTION
POST INDICATOR VALVE
BLOW OFF VALVE
WATER
WATER WELL
WATER SPIGOT
FIRE HYDRANT
WATER VALVE
WATER METER
WATER MANHOLE
IRRIGATION CONTROL VALVE
SURVEY CONTROL POINT
UNKNOWN
CABLE RISER
ELECTRIC RISER
TELEPHONE RISER
IRRIGATION CONTROL WIRE
TRAFFIC CONTROL
TRAFFIC CONTROL/FIBER OPTIC
UNKNOWN VALVE
INFRA MAP LEGEND:
WMS/IAS
DLB
EJA
DSN
SEL TSL WWW
12809283
SU
RV
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, A
BB
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V-001
AS NOTED
5+00
6+00
7+
8+00
9+00
MATCH LINE STA 9+20
(SEE SHEET V-102)MATCH LINE STA 4+60
(SEE AREA 101 ABOVE)
0+00
1+00
2+00
3+00
4+00
+0
MATCH LINE STA 4+60
(SEE AREA 102 BELOW
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
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DRAWFORM REVISION: 12 APRIL 2018
NOTES:
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 102
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
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ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
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ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
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SH
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BREESE ST.
SI
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VE
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MAY
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FOURTH STREET GATE
BR
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REN
SH
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CREIGHTON ST.
AV
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BERRIEN ST.
CREIGHTON ST.
B R
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N A
V E
BERRIEN ST.
ROW
AN
A
VE
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SI
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SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 101
40'10'0 20'
STA 0+00 (SEE
ALIGNMENT START @
SHEET V-107 FOR
ALIGNM
ENT END)
DRY DOCK 1 CAISSON
DRY DOCK 2 CAISSON
DRY DOCK 1
DRY DOCK 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
EJA
DSN
SEL TSL WWW
12809284
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C
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+0
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12+00 13+00
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A
B
C
D
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A
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C
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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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
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DRAWFORM REVISION: 12 APRIL 2018
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 104
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
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ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 103
40'10'0 20'
NOTES:
MA
TC
H
LI
NE
S
TA
4+
(S
EE
A
RE
A
AB
OV
E)
MA
TC
H
LI
NE
S
TA
4+
(S
EE
A
RE
A
AB
OV
E)
M
AT
CH
L
IN
E
ST
A
+1
(S
EE
A
RE
A
BE
LO
W
DRY DOCK 3
MATCH LINE STA 9+20
(SEE SHEET V-101)
MA
TC
H
LIN
E
ST
A
+7
(S
EE
S
HE
ET
V
-1
DRY DOCK 4
DRY DOCK 3 CAISSON
DRY DOCK 4 CAISSON
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
EJA
DSN
SEL TSL WWW
12809285
EX
IS
TI
NG
C
ON
DI
TI
ON
S
PL
AN
AR
EA
A
RE
A
V-102
X X
X X
X X
24+00 25+00 26+00 27+00 28+00
X X X
X X
X X
+0
19+00
20+00
21+00
22+00
+0
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
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DRAWFORM REVISION: 12 APRIL 2018
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 106
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 105
40'10'0 20'
NOTES:
MATCH LINE STA 23+43
(SEE AREA 106 BELOW)
MATCH LINE STA 18+70
(SEE SHEET V-102)
M
AT
CH
L
IN
E
ST
A
+8
(S
EE
S
HE
ET
V -1
M
AT
CH
L
IN
E
ST
A
+4
(S
EE
A
RE
A
AB
OV
E)
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
EJA
DSN
SEL TSL WWW
12809286
EX
IS
TI
NG
C
ON
DI
TI
ON
S
PL
AN
AR
EA
A
RE
A
V-103
33+00
34+00
+0
36+00
37+00
28+00
29+00
30+00
31+00
32+00
+0
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
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RF
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K
NA
VA
L
SH
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RD
PO
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SM
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TH
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V A
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OL
K
- N
OR
FO
LK
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FIRE PROTECTION
D E
P A
R
TM
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T O
F
TH
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P
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0,
- 1 1:
am
U
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R:
tt ho m ps on
DRAWFORM REVISION: 12 APRIL 2018
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 108
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 107
40'10'0 20'
NOTES:MATCH LINE STA 27+89
(SEE SHEET V-103)
MATC
H LI
NE STA
+6
(SEE AREA 10
8 B
ELO
W)
MAT
CH LI
NE S
TA
+6
(SE
E A
REA
7 A
BO
VE
MATCH LINE STA 37+54
(SEE SHEET V-105)
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
EJA
DSN
SEL TSL WWW
12809287
EX
IS
TI
NG
C
ON
DI
TI
ON
S
PL
AN
AR
EA
A
RE
A
V-104
42+00
43+00
44+00
45+00
+0
47+00
+0
38+00
+0
40+00
41+00
42+00
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
IP
YA
RD
PO
RT
SM
OU
TH
, V A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
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TL
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TI
C
CI
C
OR
E
- H
AM
PT
ON
R
OA
DS
NA
VA
L
ST
AT
IO
N
NO
RF
OL
K
- N
OR
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
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
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G
IN
E E
R
IN
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O M
M A
N D
FI
LE
N
AM
E:
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L
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NA
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P
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TT
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: T hu rs da y, Fe br ua ry
0,
- 1 1:
am
U
SE
R:
tt ho m ps on
DRAWFORM REVISION: 12 APRIL 2018
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 110
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 109
40'10'0 20'
NOTES:
MATC
H LI
NE STA
+1
(SEE AREA 11
0 B
ELO
W)
MATCH LINE STA 37+54
(SEE SHEET V-104)
MATCH LINE STA 46+73
(SEE SHEET V-106)
MATCH LIN
E STA 42
+13
(SEE AREA 10
9 A
BOVE)
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
EJA
DSN
SEL TSL WWW
12809288
EX
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TI
NG
C
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PL
AN
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EA
A
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V-105
51+00
52+00 53+00
54+00 55+00
+0
47+00
48+00 49+00
50+00 51+00
MATCH LINE STA 55+73
(SEE SHEET V-107)
MATCH LINE STA 51+13
(SEE AREA 111 ABOVE)
MA
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A
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CONSTR. CONTR. NO.
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NAVFAC DRAWING NO.
DES DRW
S Y
M D
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C R
IP
TI
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D A
TE
A
P P
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APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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A/E INFO
OF
EPROJECT NO.:
P -6
D
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D O
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DRAWFORM REVISION: 12 APRIL 2018
PLAN
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SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 112
DAVIS AVENUE
C
AI
SS
O
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MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
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SOUTHERN BRANCH
ELIZABETH RIVER
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DAVIS AVENUE
H
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C O
C K
ST
R
EE
T
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ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
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A
VE
N U
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CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
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STORAGEENCLOSURE
REN
SH
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A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
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W N
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VE
REN
SH
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CREIGHTON ST.
AV
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BERRIEN ST.
CREIGHTON ST.
B R
O W
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BERRIEN ST.
ROW
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SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
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D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
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BL
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BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 111
40'10'0 20'
NOTES:
MATCH LINE STA 46+73(SEE SHEET V-105)
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
FLOOD WALL
ALIGNMENT
SEE NOTE 2
FLOOD WALL
ALIGNMENT
SEE NOTE 2
EJA
DSN
SEL TSL WWW
12809289
EX
IS
TI
NG
C
ON
DI
TI
ON
S
PL
AN
AR
EA
A
RE
A
V-106
40'10'0 20'
56+00 57+00 58+00 59+00 59+47
MATCH LINE STA 55+73
(SEE SHEET V-106)
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
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
P -6
D
R Y
D O
C K
F
LO
O
TE
C
TI
O
N
IM
P R
O V
E M
E N
TS
NO
RF
OL
K
NA
VA
L
SH
IP
YA
RD
PO
RT
SM
OU
TH
, V A
V A
L
FA
C
IL
IT
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S E
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IN
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NA
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NO
RF
OL
K
- N
OR
FO
LK
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R
TM
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T O
F
TH
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DRAWFORM REVISION: 12 APRIL 2018
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 113
DAVIS AVENUE
C
AI
SS
O
N
MHMH
MH
MHMH
MH
MH
MH
BARGE SLIP
WHARF C
BE
R
TH
BERTH 24
PIER 3
DRYDOCK 4
BARGE SLIP
BERTH 20
SOUTHERN BRANCH
ELIZABETH RIVER
WHARF C
ES
ES
ES
DRYDOCK 4
DAVIS AVENUE
H
IT
C H
C O
C K
ST
R
EE
T
ES
ES
SOUTHERN BRANCH
OF THE
ELIZABETH RIVER
SOUTHERN BRANCH
OF THE ELIZABETH RIVER
DRYDOCK 2
B E
R
TH
BE
R
TH
ES
ES
ES
TRUXTON STREET
RENSHAW
AVENUE
BR
O
W N
A
VE
N U
E
CREIG
HTON
STREET
1-ST
BL
ES ES
ES
ES
ES
ES
ES
ES
ES
1-ST-BL
ES
ES
SINCLARE AVENUE
MAYO AVENUE
MAYO AVENUE
BERRIEN STREET
BLDG 401
ES
ES
ARMISTEAD
AVENUE
ES
BE
R
TH
ESES
ES
ES
ES
ES
ES
ES
3-ST-BR
2-ST-BR
1-ST-BL
ES
ES
ES
ES
ES
ES
ES
ES
ES
CREIGHTON STREET
CREIG
HTON STREET
1-ST-BL
RENSHAW
AVENUE
BERRIEN STREET
HUGHES STREET
STORAGE
MCKEEVER AVENUE
ES
BLDG 275
ES
ES
ES
PORTSMOUTH BOULEVARD
FOURTH STREET
BERRIEN STREET
BREESE
STREET
MAYO
AVENUE
PORTSMOUTH BOULEVARD
STIFF-LEGGEDDERRICK CRANE
M140 WEST
M140 EAST
STORAGE
TRAININGBASE
ENCLOSURE
STORAGEENCLOSURE
REN
SH
AW
A
VE
BREESE ST.
SI
NCLA
IR
A
VE
.BERRIEN STREET
MAY
O A
VE
BERRIEN STREET
FOURTH STREET GATE
BR
O
W N
A
VE
REN
SH
AW
CREIGHTON ST.
AV
E.
BERRIEN ST.
CREIGHTON ST.
B R
O W
N A
V E
BERRIEN ST.
ROW
AN
A
VE
CREIGHTON ST.
SI
NCLA
IR
MAY
O A
VE
.BERRIEN ST.
STEVENS
ARMIS
TE
AD A
VE.
CREIGHTON ST.
TRUXTON STREET
BR
O
W N
A
VE
REN
SH
AW
A
VE
W H
AR
F
- C
BL
D G
N
O
H
IT
C H
C O
C K
ST
BL
D
G
SU
B
"O
BL
D
G
BLDG. NO. 193
DAVIS AVE.
SUB "OC"
Caisson Seat
Caisson Seat
BERTH NO. 20
EDGE OF WHARF
STEVENS ST.
BR
O
W N
A
VE
RENSHAW
AVE.
SINCLAIR AVE.BERRIEN ST.
DD 3
DD 4
KEY PLAN
DD 2
DD 1
NN
105106
40'10'0 20'
NOTES:
PLAN
NORTH
SCALE: 1" = 20'
EXISTING CONDITIONS PLAN - AREA 114
40'10'0 20'
ALIGNMENT END @ STA 59+47
(SEE SHEET V-101 FOR
ALIGNMENT START @ STA 0+00)
FLOOD WALL
ALIGNMENT
SEE NOTE 2
1. SEE V-001 FOR SURVEY NOTES, ABBREVIATIONS, AND LEGEND.
2. SEE CS601 FOR FLOOD WALL ALIGNMENT TABLE.
EJA
DSN
SEL TSL WWW
12809290
EX
IS
IT
NG
C
ON
DI
TI
ON
S
PL
AN
AR
EA
A
RE
A
V-107
| SURVEY |
| V-001 SURVEY NOTES, ABBREVIATIONS, AND LEGEND |
| V-101 EXISTING CONDITIONS PLAN - AREA 101 & AREA 102 |
| V-102 EXISTING CONDITIONS PLAN - AREA 103 & AREA 104 |
| V-103 EXISTING CONDITIONS PLAN - AREA 105 & AREA 106 |
| V-104 EXISTING CONDITIONS PLAN - AREA 107 & AREA 108 |
| V-105 EXISTING CONDITIONS PLAN - AREA 109 & AREA 110 |
| V-106 EXISTING CONDITIONS PLAN - AREA 111 & AREA 112 |
| V-107 EXISITNG CONDITIONS PLAN - AREA 113 & AREA 114 |
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| 2020-02-28T10:54:34-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:54:48-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:00-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:09-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:10-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:19-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:55:28-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:18-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:31-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:32-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:32-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:33-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:34-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:35-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-02-28T10:56:36-0500 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
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