Attachment P - DD3 RFP Site Visit Handout.pdf
PDF 3 MB Posted
- Solicitation number
- N6247024R0062
About this file
These documents are construction phasing and laydown plans for the Dry Dock 3 Modernization project at Norfolk Naval Shipyard in Portsmouth, Virginia. The plans detail specific requirements for contractor staging, site access, and construction sequencing across multiple years (2026-2030). Key constraints include restricted access to certain areas like the M-140 enclosure, with specific railroad and crane rail access windows during three distinct evolutions. Contractors must adhere to strict safety protocols near sensitive areas, such as maintaining clearances from the M-140 enclosure, limiting combustible and flammable material storage, and obtaining approvals for hot work.
The laydown plan specifies that contractors must provide a chain link panel barrier fence around work limits, contractor trailer areas, and storage zones. No dedicated waterfront laydown area will be available, and contractors must coordinate concrete deliveries and movement of equipment through a waterfront security barrier with limited opening times. The site has specific restoration requirements, including milling existing asphalt, installing a new overlay, and ensuring proper drainage. Notably, contractor employee parking is not provided within Norfolk Naval Shipyard, and contractors must maintain emergency response fire lanes and waterfront access to Berth 18 throughout construction.
View the file
Other files
Show 40 more
Latest 50 of 85 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BERTH 5
BE
RT
H
BERTH 9
SLIP 2
BERTH 10
BE
RT
H
BE
RT
H
BE
RT
H
BE
RT
H
BERTH 16
BERTH 17
BE
RT
H
BERTH 19
BERTH 20
PIER 324
BERTH 42
DRYDOCK 8
EMH
EMH
4 40
1258 522
174-A
M-45
M- 1 14
893 248
M-32
M-22
M-25 M-
SNACK
1368 1367
212721372
1440 131
581312
SHUBRICK ST.
CLA
RK S
T.
REN
SH
AW
AV
. ROWAN
AV
ST
RINGHAM
AV
FIR
ST
ST
./O
LD
W
AR
RINGTO
N AV
WAL
LE
R AV
W
AL
LE
R
AV
AR
MST
EA
D AV
BERRIEN ST.
STEVENS ST.
BREESE ST.
HUGHES ST.
BR
OW
N
AV
TRUXTON ST.
CREIGHTON ST.
REN
SH
AW
AV
BERRIEN ST.
BERRIEN ST.
BERRIEN ST. EXT.
HE
NL
EY
A
V.
BE
RRIEN
ST
. E
XT
GR
EE
N
ST
CH
ES
TN
UT
S T.
EF
FI
NG
HA
M
ST
PORTSMOUTH BLVD.
SIMONS DR.
W
ILL
IA
MS
A V.
PENNOCK ST.
MAHONEY ST.
ST
EV
EN
S
ST
PENNOCK ST.
ST
EV
EN
S
ST
PARKINGASPH
PARKING
PARKING
KEMPFF ST.
PA
RK
IN
G
MARSHALL ST.
LEE ST. PARKING
PARKING
PARKING
BRUMBY AV.
HI
TC
HC
OC
K
ST
W
AL
LIN
S
T.
ST
EV
EN
S
ST
SPROWLEY ST.
GR
EE
N
ST
OL
D W
ILL
IA
MS
A
V.
MCLEAN ST.
SK
IN
NE
R
ST
BEATY ST.
EL
IZ
AB
ET
H
ST
.BL
AC
K
LA
NE
COLE
AV. WEAVER ST.
MCCAWLEY ST.
DALE ST.
GATE S
GAT
E Q
GATE RR-10
GAT
E 1
GA
TE
R R-
GATE RR-8
GATES M&N
GA
TE
'K
GATE
GA
TE
BL
DG
PI
CN
IC
SUBSTATIONH6&H7
BE
RT
H
PIER 6
PIER 5
GATE P
GATE N
GATE F
GATE R
PORTSMOUTH BLVD.
DRY DOCK 4
DRY DOCK 2
DRY DOCK 1
SINCLAIR AVENUEMAYO AVENUE
ARMISTEAD AVENUE
BERRIEN STREET
BERRIEN STREET
BERTH 15
STEVEN'S STREET
HI
TC
HC
OC
K
ST
RE
ET
RENSHAW AVENUE
CONTRACTOR VEHICLE
INSPECTION AREA
GA
TE
PA
RK
IN
G
AC
CE
S
LOT 35
LOD
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD LO
D
LOD
LOD
LO
D
LO
D
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D LOD
LO
D
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
DLO
DLO
D
LO
DLOD
LODLO
D
LOD
LOD
LODLOD
LO
D
LOD
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
205'
70'
300'
329.1'
CE
CE
CE DRY DOCK 3
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
2.d wg L
AY
OU
T
NA
ME
: C
ON
TR
AC
TO
R
LA
YD
OW
N
PL
AN
PL
OT
TE
D:
M on da y, No ve mb er
, 2
4 -
:43 am
U
SE
R:
tth om ps on
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
DRAWING SCALES SHOWN BASED ON 34" x 22" DRAWING
D E
P A
R
TM
E N
T O
F
TH
E N
A V
Y N
A V
A L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
Y S
TE
M
S C
O M
M A
N D
NA
VF
AC
A
TL
AN
TI
C
LA
FA
YE
TT
E
RI
VE
R
AN
NE
X
- N
OR
FO
LK
, V
A
NO
RF
O
LK
N
AV
AL
S
HI
PY
AR
D
PO
RT
SM
O
UT
H, V
IR
G
IN
IA
DR
Y
DO
CK
M
O
DE
RN
IZ
AT
IO
N
CAH/ELS
WILLIAM B. FORBES, PE
DSN
1806701
UN
CL
AS
SI
FI
ED
UNCLASSIFIED
UNCLASSIFIED
MICHAEL A. WASSEL
NNSY CODE 900F.1
DEPARTMENT HEAD
11/20/2024
PLAN
NORTH
SCALE: 1" = 300'
CONTRACTOR LAYDOWN PLAN - 1
600'0 300'
NOTES:
1. PROVIDE A CHAIN LINK PANEL BARRIER FENCE AROUND THE LIMITS OF WORK,
CONTRACTOR TRAILER AREA, AND CONTRACTOR STORAGE AND SOIL STOCKPILE
AREA.
2. AT THE COMPLETION OF CONSTRUCTION, CONTRACTOR MUST RESTORE ENTIRE
STAGING AREA. A MINIMUM OF 1.5" OF EXISTING ASPHALT SURFACE MUST BE
MILLED. AN OVERLAY OF 1.5" OF VDOT SM9.5A MUST BE INSTALLED OVER THE
ENTIRE ASPHALT PORTION OF THE STAGING AREA. PROVIDE POSITIVE DRAINAGE
TO MATCH EXISTING DRAINAGE PATTERNS. INSTALL PAVEMENT MARKINGS TO
REESTABLISH EXISTING PARKING LOT MARKINGS.
3. CONTRACTOR MUST PROVIDE APPROPRIATE EROSION AND SEDIMENT CONTROL
MEASURES AROUND ALL STOCKPILE AREAS IN ACCORDANCE WITH THE VIRGINIA
EROSION AND SEDIMENT CONTROL HANDBOOK.
4. MAINTAIN 10' CLEAR FROM ANY STOCKPILES OR LAYDOWN EQUIPMENT FROM ANY
BASE PERIMETER FENCING.
5. THE CONTRACTOR IS RESPONSIBLE FOR ORGANIZING THE LAYDOWN AREAS
AROUND DRY DOCK 3 IN A MANNER THAT DOES NOT IMPACT EMERGENCY
RESPONSE FIRE LANES AT ANY TIME DURING CONSTRUCTION. THE CONTRACTOR
MUST ALSO MAINTAIN WATERFRONT ACCESS TO BERTH 18 FOR THE ENTIRETY OF
CONSTRUCTION.
6. THE CONTRACTOR MAY USE THE AREA SURROUNDING DD3 FOR STAGING AND
LAYDOWN, INCLUDING BERTHS 15 AND 16.
7. CONTRACTOR EMPLOYEE PARKING IS NOT PROVIDED WITHIN NORFOLK NAVAL
SHIPYARD.
8. CONTRACTOR MUST PROVIDE A CONSTRUCTION ENTRANCE AT THE LIMITS OF ALL
STAGING AND LAYDOWN AREAS. ALTERNATIVE CONSTRUCTION ENTRANCES
OTHER THAN VESCH SPEC 3.02 MAY BE CONSIDERED.
WORK KEYNOTES:
1. PROJECT AREA.
2. CONTROLLED INDUSTRIAL AREA LIMITS (CIA)
3. CONTRACTOR STAGING AREA.
4. CONTRACTOR ACCESS TO CIA.
5. NORFOLK NAVAL SHIPYARD PASS OFFICE.
6. MAIN NORFOLK NAVAL SHIPYARD GATE.
7. SOIL STOCKPILE AREA
8. TRUCK CIRCULATION
9. TRAILER/PARKING AREA
10. CONSTRUCTION ENTRANCE VESCH STD. & SPEC 3.02
9 1
A3 G-103
A1
G-103
JMW
WBE TNT2 WWW
14144742
CO
NT
RA
CT
OR
L
AY
DO
W N
PL
AN
G-102
AS NOTED
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
eric.l.speight1 Oval eric.l.speight1 Callout
ROICC OFFICE
Meet here then commence tour at DD#3 eric.l.speight1 Callout DD#3 Kick off & commence tour. Once tour is over, proceed to lay down area 1 eric.l.speight1 Callout Lay Down Area 1; quick drive by indicating area and proximity to DD#3. Then proceed to Lay Down Area 2 eric.l.speight1 Callout Lay Down Area 2; quick drive by indicating area. Then proceed back to ROICC office to disband.
3"
5/
MV
T
T
W
W E
E
E
CONC
RAMP
BLDG 174
SHADED "X
ZONE AE
(EL 8.0)
SHADED "X
ZONE AE
(EL 8.0)
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
1.d wg L
AY
OU
T
NA
ME
: G
EN
ER
AL
A
RR
AN
GE
ME
NT
P
LA
N
P
LO
TT
ED
: M on da y, No ve mb er
, 2
4 -
:43 am U
SE
R:
tth om ps on
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW
S Y
M D
E S
C R
IP
TI
O N
D A
TE
A
P P
R
DRAWFORM REVISION: 25 AUGUST 2020
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
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. WASSEL
NNSY CODE 900F.1
DEPARTMENT HEAD
11/20/2024
PLAN
NORTH
SCALE: 1" = 60'
DRY DOCK 3 GENERAL ARRANGEMENT PLAN
120'0 60'
OUTER CRANE RAIL
INNER CRANE RAIL
RAILROAD TRACK
GENERATOR PLATFORM
FINISHED GRADE, 100.5±
TOP OF UTILITY
TRENCH, EL 102.5
WET WELL
SUBSTATION PLATFORM
FINISHED GRADE, 100.5±
TEMPORARY COFFERDAM
FLOODWALL TOP OF COPING
WALL, EL 106.0
1. WITH THE EXCEPTION OF TRANSPORTATION TO AND FROM THE SITE THE
CONTRACTOR MUST ENSURE THAT ALL PERSONNEL, EQUIPMENT AND MATERIALS
REMAIN WITHIN THE DEFINED LIMITS OF WORK DURING EXECUTION OF THE
CONTRACT. CONTRACTOR'S LAYDOWN AREA MUST BE CONFINED TO THE LIMITS
OF WORK UNLESS OTHERWISE INDICATED.
2. PROVIDE A CHAIN LINK PANEL BARRIER FENCE AROUND THE LIMITS OF WORK,
CONTRACTOR TRAILER AREA, AND CONTRACTOR STORAGE AND SOIL STOCKPILE
AREA.
3. NO DEDICATED WATERFRONT LAYDOWN AREA WILL BE AVAILABLE TO THE
CONTRACTOR FOR THIS PROJECT.
4. NO SPACE IS AVAILABLE WITHIN THE UPLAND LIMITS OF WORK FOR STORAGE OF
IMPORTED OR EXCAVATED MATERIALS. AN UPLAND STORAGE AREA ON NNSY
PROPERTY, BUT OUTSIDE OF THE CONTROLLED INDUSTRIAL AREA (CIA) LIMITS
WILL BE PROVIDED FOR THE STORAGE OF MATERIALS.
5. CONCRETE DELIVERIES TO THE PROJECT MUST BE CLOSELY COORDINATED
WITH NNSY OPERATIONS.
6. THE AREA OUTBOARD OF DRY DOCK 2, 3, AND 4 IS PROTECTED BY A
WATERFRONT SECURITY BARRIER LOCATED BETWEEN THE MAIN CHANNEL OF
THE ELIZABETH RIVER AND THE PROJECT SITE. THE WATERFRONT SECURITY
BARRIER CAN ONLY BE OPENED MONDAY THROUGH FRIDAY BETWEEN 0900 AND
1500. IT CANNOT BE OPENED ON GOVERNMENT HOLIDAYS OR WEEKENDS.
SCHEDULE ALL MOVEMENT OF FLOATING EQUIPMENT, BOATS AND BARGES
THROUGH THE SECURITY BARRIER AROUND THIS SCHEDULE.
NOTES: LEGEND:
CONTRACTOR LAYDOWN
LIMITS OF WORK
M-140 BLDG 1475
BLDG 407 DRY DOCK 3
DRY DOCK 4
DD6/DD7 CRANE RAILS
PROPULSOR ENCLOSURE PLATFORM
JMW
WBE TNT2 WWW
14144741
GE
NE
RA
L
AR
RA
NG
EM
EN
T
PL
AN
G-101
AS NOTED
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
eric.l.speight1 Oval eric.l.speight1 Callout #1 - Tour will kick off at the head of DD#3 eric.l.speight1 Callout #2 - Go into basin of Dry Dock eric.l.speight1 Callout #3 - Exit basin eric.l.speight1 Callout #4 - View Pumpwell;
10 at a time in pumpwell 5 at a time below ops deck.
eric.l.speight1 Text Box #10 Crane Rail Turn out eric.l.speight1 Text Box #11 Bldg 832 eric.l.speight1 Callout #6 Walk Berth 16&17 eric.l.speight1 Callout #7 Discuss Substation eric.l.speight1 Callout #8 Building 215 & 407 eric.l.speight1 Text Box #9 M-140 eric.l.speight1 Text Box #12 Berth 15 eric.l.speight1 Callout #5 - Bldg 516
ST
A
+5
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
ST
A
+5
ST
A
+0
ST
A
+0
S76° 49' 05.49"E
FI
LE
N
AM
E:
Q
:\N
OR
\10
0-
\20 C
AD
D\
_A cti ve \_D
RY
DP
DD
3-
0-
RM
DD
3\D
RY
DP
DD
3-
0- G-
4.d wg L
AY
OU
T
NA
ME
: C
ON
ST
RU
CT
IO
N
PH
AS
IN
G
PL
AN
P
LO
TT
ED
: F rid ay , N ov em be r 1
5, 1:5 3p 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
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. WASSEL
NNSY CODE 900F.1
DEPARTMENT HEAD
11/20/2024
PLAN
NORTH
SCALE: 1" = 30'
CONSTRUCTION PHASING PLAN
60'0 30'
1. SUBMARINE REPAIRS IN DRY DOCK 3 WILL BE ONGOING THROUGH
MARCH 2026.
2. TOPSIDE ACCESS AROUND DRY DOCK 3 WILL NOT BE AVAILABLE
UNTIL APRIL 2026.
3. ACCESS TO THE DRY DOCK 3 PUMPWELL WILL NOT BE AVAILABLE
UNTIL APRIL 2026.
4. ACCESS TO THE INTERIOR OF DRY DOCK 3 WILL NOT BE AVAILABLE
UNTIL SEPTEMBER 2026.
5. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE DRY DOCK 3
TEMPORARY ENTRANCE COFFERDAM CANNOT BEGIN UNTIL
SEPTEMBER 2026.
6. CONTRACTOR CAN REQUEST NAVSEA REMOVAL OF THE DRY DOCK 3
CAISSON AT ANY TIME BEGINNING IN SEPTEMBER 2026. PROVIDE AT
LEAST 15 CALENDAR DAYS NOTICE TO THE CONTRACTING OFFICER
PRIOR TO THE REQUESTED REMOVAL DATE. THE CAISSON MUST BE
REMOVED PRIOR TO THE START OF COFFERDAM CONSTRUCTION
ACTIVITIES.
7. NAVSEA RAILROAD AND CRANE RAIL ACCESS IS REQUIRED ALONG
THE NORTH SIDE OF DRY DOCK 3 AT VARIOUS TIME DURING THE
COURSE OF THE DRY DOCK 3 MODERNIZATION PROJECT. ACCESS IS
REQUIRED TO SUPPORT SHIPYARD ACTIVITIES IN AND AROUND THE
M-140 ENCLOSURE. SEE PHASING NOTES FOR ADDITIONAL
INFORMATION.
M-140 RESTRICTION NOTES
1. EVOLUTION 1
A. RAILROAD ACCESS TO M-140
(1) 05/01/2026 THROUGH 08/31/2026 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 09/01/2027 THROUGH 02/28/2028 (NO RAILROAD
OUTAGES ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 04/22/2027 THROUGH
04/22/2028
C. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 09/01/2027 THROUGH
02/28/2028
D. ACCESS TO THE REFUELING TUNNEL FROM THE INTERIOR OF
BUILDING 1475 WILL BE UNAVAILABLE FROM 04/15/2027 THROUGH
03/30/2028. DURING THIS TIME THE TUNNEL WILL ONLY BE
ACCESSIBLE FROM THE INTERIOR OF DRY DOCK 3.
2. EVOLUTION 2
A. RAILROAD ACCESS TO M-140
(1) 05/01/2028 THROUGH 08/30/2028 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 01/15/2029 THROUGH 08/15/2029 (NO RAILROAD
OUTAGES ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 01/15/2029 THROUGH
08/15/2029
C. NORTH SIDE CRANE RAIL ACCESS - 01/15/2029 THROUGH 08/15/2029
D. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 01/15/2029 THROUGH
08/15/2029
3. EVOLUTION 3
A. RAILROAD ACCESS TO M-140
(1) 06/10/2029 THROUGH 09/10/2029 (LIMITED RAILROAD
ACCESS REQUIRED)
(2) 02/20/2030 THROUGH 09/20/2030 (NO RAIL OUTAGES
ALLOWED)
B. CRANE RAIL INTERCONNECT ACCESS - 02/20/2030 THROUGH
09/20/2030
C. NORTH SIDE CRANE RAIL ACCESS - 02/20/2030 THROUGH 09/20/2030
D. M-140 BOUNDARY/WORK SITE RESTRICTIONS - 02/20/2030 THROUGH
09/20/2030
4. WHERE LIMITED RAILROAD ACCESS IS REQUIRED, NAVSEA ONLY
REQUIRES ACCESS DURING A TWO-WEEK PERIOD WITHIN THE
INDICATED TIMEFRAME FOR EACH EVOLUTION.
5. CRANE RAILS WITHIN THE LIMITS SHOWN MUST BE COMPLETE AND
USABLE AT THE START OF THE AVAILABILITY PERIOD FOR EACH
EVOLUTION. AREAS ADJACENT TO THE CRANE RAILS MUST BE
BACKFILLED TO ALLOW PEDESTRIAN AND VEHICLE ACCESS ALONG
THE ACTIVE CRANE RAILS. COMPLETED PAVING IS NOT REQUIRED TO
SUPPORT CRANE ACTIVITY DURING THESE EVOLUTIONS.
PHASING NOTES
1. RESTRICTION ARE ONLY IN PLACE DURING THE PERIODS INDICATED
IN THE PHASING NOTES.
2. NO STORAGE OF COMBUSTIBLE MATERIALS WITHIN 20' OF THE M-140
ENCLOSURE.
3. NO STORAGE OF FLAMMABLE MATERIALS WITHIN 20' OF THE M-140
ENCLOSURE.
4. NO FOSSIL FUEL POWERED EQUIPMENT SHALL BE LEFT UNATTENDED
WITHIN 50' OF THE M-140 ENCLOSURE.
5. NO SMOKING WITHIN 50' OF THE M-140 ENCLOSURE.
6. HOTWORK WITHIN 50' OF THE M-140 ENCLOSURE REQUIRES RFSO
AND CODE 105.3 APPROVAL.
LEGEND
RAILROAD ACCESS REQUIRED
(EVOLUTIONS 1, 2, AND 3)
NORTH CRANE RAIL INTERCONNECT
ACCESS REQUIRED
(EVOLUTIONS 1, 2, AND 3)
NORTH CRANE RAIL
ACCESS REQUIRED
(EVOLUTIONS 2 AND 3)
M-140 BOUNDARY RESTRICTIONS
(EVOLUTIONS 1, 2, AND 3)
BLDG 1475M-140 ENCLOSURE
BLDG 407
BLDG
BLDG 1802
WET
WELL
STA 15+50STA 11+50
OUTER
CRANE RAIL
INNER
CRANE RAIL
SITE ACCESS NOTES
REFUELING TUNNEL
JMW
WBE TNT2 WWW
14144744
CO
NS
TR
UC
TI
ON
P
HA
SI
NG
P
LA
N
G-104
AS NOTED
NNSY CODE 900F.1
DIVISION HEAD
MICHAEL A. WASSELL
File details come from the government source that posted it. Updated .