FINAL DESIGN_1667770dwg1of4Site.pdf
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- Solicitation number
- N4008526R0004
About this file
This is a final design drawing set for the P1102 Weapons Magazine and Ordnance Operations Facility at Naval Submarine Base New London in Groton, Connecticut. The drawings document the site layout, construction phasing, hazardous materials compliance, geotechnical requirements, and structural details for the facility. The document includes 24 sheets covering general site plans, land use control plans for hazardous materials management, ground improvements plans with rigid inclusion specifications, rock fall protection mesh details, boring location plans, and boring logs. The site encompasses multiple building types including six Containerized Long Weapons Storage (CLWS) magazines, two Type G magazines, one Type H magazine, an Ordnance Operations building, and a Sentry/Truck Inspection building, with demolition of existing structures planned in three construction phases.
The design drawings specify critical construction requirements including mandatory 40-hour HAZWOPER training for workers contacting impacted soil and groundwater, ground improvement using rigid inclusions at specified spacing (5-foot triangular spacing for foundations, 7.5-foot spacing for adjacent areas) extending to dense granular deposits or bedrock, and load transfer platforms using select fill and geogrid reinforcement. The plans identify multiple environmental compliance areas including Areas A landfill (Site 2-A), wetland boundaries (Site 2-B), downstream watercourses/overbank disposal areas (Site 3-A), and a concrete encapsulated soil area with a 20-foot no-disturbance radius. Rock fall protection mesh details and various structure footings are provided, along with boring location information and geotechnical data. The drawings were approved by LCDR Pete Fovargue, NAVFAC FEAD Director, on June 3, 2025, and prepared by NAVFAC Mid-Atlantic.
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Text version
SITE OF OPERATIONS
BUILDING
SITE OF TYPE G AND CLWS
MAGAZINES
SITE OF TYPE H
MAGAZINE
SITE OF TRUCK
INSPECTION AND
SENTRY BUILDING
VISITOR
ENTRANCEPROJECT SITE
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
G-001
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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TE
M
S C
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M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
G-002
GENERAL PROJECT SYMBOLS
A1 VIEW TITLE
PLAN TITLE
0 8'4' 16'
0 8'4' 16'A1
SAN
SAN
W
W
W
W
SD
SD
SD
X
X X X
X X
X X X
X X
X
GC101
A1 CONSTRUCTION PHASING PLAN - PHASE 1
1" = 100'
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
SAN
W
W
W
W
SAN
SAN
SAN
W
W
W
W
SD
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
GC102
A1 CONSTRUCTION PHASING PLAN - PHASE 2
1" = 100'
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
SAN
W
W
W
W
SAN
SAN
SAN
W
W
W
W
SD
SD
SD XXX
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
X X
X
X X
XXXX
X
X
XX
X X
X X
X X
X X
X
X X
X
SD
GC103
A1 CONSTRUCTION PHASING PLAN - PHASE 3
1" = 100'
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
TY
PI
CA
L
M
AG
AZ
IN
E
ST
O
RA
G E
BU
IL
DI
NG
A
-A
HD101
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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S C
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M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
DIRECTOR - NLON, VIA EMAIL
6/3/2025
FI
RS
T
FL
O O
R
BU
IL
DI
NG
HD102
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
FI
RS
T
FL
O O
R
PL
AN
BU
IL
DI
NG
HD103
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
SE
CO
ND
F
LO
O
R
PL
AN
BU
IL
DI
NG
HD104
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
AVENU
E TRITON AVE
NUE
PER
IME
TER
R O
AD
SIT
E 0 -A
SIT
E 0
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LOD
LODLOD
LO
D
LO
DLOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
DLO
D
LO
D
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LOD
LO
D
LOD
LO
D
LO
D
LO
D
SH
AR
K
SIT
E 0
LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
GENERAL SHEET NOTES
GRAPHIC SCALE
LEGEND
A. ANY SITE CONSTRUCTION WORKERS THAT COME IN CONTACT WITH
IMPACTED SOIL AND GROUNDWATER MUST BE 40-HR HAZWOPER
TRAINED AND 8-HR REFRESHER TRAINED. CERTIFICATES OF TRAINED
PERSONNEL MUST BE PROVIDED WITHIN THE ENVIRONMENTAL
PROTECTION PLAN.
B. REFER TO SPECIFICATION SECTION 01 57 19 FOR REQUIREMENTS
RELATED TO WORK WITHIN THE CULTURAL RESOURCES, SPECIES
SPECIFIC HABITAT, AND WETLAND BOUNDARIES.
LAND USE CONTROL
SITE 2A - AREA A LANDFILL AND SITE 2B - AREA A WETLAND
C. ENSURE GROUNDWATER EXTRACTED FROM SITES 2A AND 2B DURING
GROUNDWATER MONITORING OR CONSTRUCTION DEWATERING
ACTIVITIES IS HANDLED, STORED, AND DISPOSED IN ACCORDANCE
WITH APPLICABLE STATE AND FEDERAL REGULATORY REQUIREMENTS.
SITE 3 - AREA A DOWNSTREAM WATERCOURSES/OVER BANK DISPOSAL AREA
D. ENSURE GROUNDWATER EXTRACTED FROM SITE 3 DURING
CONSTRUCTION DEWATERING ACTIVITIES IS HANDLED, STORED, AND
DISPOSED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL
REGULATORY REQUIREMENTS.
E. ENSURE CONSTRUCTION OF NEW OCCUPIED BUILDINGS IS EVALUATED
FOR VAPOR INTRUSION RISK AND APPROPRIATE PROVISIONS AND
MITIGATION ARE IMPLEMENTED, IF REQUIRED.
F. GROUND DISTURBING ACTIVITIES THAT EXCAVATE, BREACH, OR
PENETRATE THE CONCRETE ENCAPSULATED SOIL (GROUND
DISTURBING ACTIVITY, TO INCLUDE SUBSURFACE EXCAVATION,
SUBSURFACE PENETRATION OF THE SOIL [BORINGS], AND
DEWATERING, REQUIRES THE EXPRESS, PRIOR PERMISSION OF THE
NSB NLON ER PROGRAM MANAGER).
A1 LAND USE CONTROL PLAN
1" = 100'
TRI
TO
N A
VEN
UE
A97
A96
A95
A94
A113
A98
A99
A100
A102
A101
A103
A104
A111
A110
A109
A108
A107
A106
A105
A114
BLDG. 524
A112
FORMER
SITE 7
AREA A
DOWNSTREAM
(SITE 3-A)
SITE 2-B
LAND USE CONTROL
AREA
LOCATION OF REMOVAL ACTION
LOCATION OF REMOVAL ACTION
AREA A WEAPONS CENTER
(FORMER SITE 20) LIMITS OF DISTURBANCE
CULTURE RESOURCE SURVEY BOUNDARY LINE,
REFER TO SPECIFICATION 01 57 19
VEGETATION BOUNDARY LINE
SPECIES SPECIFIC HABITAT BOUNDARY LINE, REFER
TO SPECIFICATION SECTION 01 57 19
WETLAND AREA
LAND USE CONTROL AREA
POL COMPLIANCE FEATURE, UNDERGROUND FUEL
OIL TANK
WASTEWATER COMPLIANCE FEATURE, EXISTING
SANITARY SERVICE LINE ABANDONED IN PLACE
AIR COMPLIANCE FEATURE, NOT IDENTIFIED AND
NOT WITHIN LIMITS OF DISTURBANCE, SHOWN FOR
REFERENCE ONLY
HAZARDOUS MATERIAL/HAZARDOUS WASTE
COMPLIANCE FEATURE, NOT IDENTIFIED AND NOT
WITHIN LIMITS OF DISTURBANCE, SHOWN FOR
REFERENCE ONLY
MATCHLINE SEE BELOW
MATCHLINE SEE ABOVE
LOD
MATCHLINE SEE H-102
M
AT
CH
LI
NE
S
EE
H
-1
UNDERGROUND FUEL OIL
STORAGE TANK TO BE
REMOVED AS PART OF
BUILDING 524 DEMOLITION
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O N
G
RO
TO
N, C O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
DIRECTOR - NLON, VIA EMAIL
6/3/2025
LA
ND
U
SE
C O
NT
RO
L
PL
AN
HA
ZM
AT
H-101
SIT
E 0 -A
GENERAL SHEET NOTES
GRAPHIC SCALE
LEGEND
LA
ND
U
SE
C O
NT
RO
L
PL
AN
HA
ZM
AT
H-102
A1 LAND USE CONTROL PLAN
1" = 100'
LIMITS OF DISTURBANCE
CULTURE RESOURCE SURVEY BOUNDARY LINE, REFER
TO SPECIFICATION SECTION 01 57 19
VEGETATION BOUNDARY LINE
SPECIES SPECIFIC HABITAT BOUNDARY LINE, REFER TO
SPECIFICATION SECTION 01 57 19
WETLAND AREA
LAND USE CONTROL AREA
POL COMPLIANCE FEATURE
WASTEWATER COMPLIANCE FEATURE
AIR COMPLIANCE FEATURE
HAZARDOUS MATERIAL/HAZARDOUS WASTE
COMPLIANCE FEATURE
TOXIC SUBSTANCE COMPLIANCE FEATURE
DRINKING WATER COMPLIANCE FEATURE
SOLID WASTE COMPLIANCE FEATURE
LOD
MATCHLINE SEE H-101
M
AT
CH
LI
NE
S
EE
H
-1
OVERBANK
DISPOSAL AREA
(FORMER SITE 3-B)
AREA A LANDFILL
(SITE 2-A)
CONTRACTOR
LAYDOWN AND
STAGING AREA
UPLAND
AREA
CONCRETE ENCAPSULATED SOIL
(NO DISTURBANCE WITH 20' RADIUS)
A. ANY SITE CONSTRUCTION WORKERS THAT COME IN CONTACT WITH
IMPACTED SOIL AND GROUNDWATER MUST BE 40-HR HAZWOPER
TRAINED AND 8-HR REFRESHER TRAINED. CERTIFICATES OF TRAINED
PERSONNEL MUST BE PROVIDED WITHIN THE ENVIRONMENTAL
PROTECTION PLAN.
B. REFER TO SPECIFICATION SECTION 01 57 19 FOR REQUIREMENTS
RELATED TO WORK WITHIN THE CULTURAL RESOURCES, SPECIES
SPECIFIC HABITAT, AND WETLAND BOUNDARIES.
C. COMPLIANCE FEATURES SHOWN HAVE NOT BEEN IDENTIFIED AND ARE
NOT WITHIN THE LIMITS OF DISTURBANCE, SHOWN FOR REFERENCE
ONLY.
LAND USE CONTROL
SITE 2A - AREA A LANDFILL AND SITE 2B - AREA A WETLAND
D. ENSURE GROUNDWATER EXTRACTED FROM SITES 2A AND 2B DURING
GROUNDWATER MONITORING OR CONSTRUCTION DEWATERING
ACTIVITIES IS HANDLED, STORED, AND DISPOSED IN ACCORDANCE
WITH APPLICABLE STATE AND FEDERAL REGULATORY REQUIREMENTS.
SITE 3 - AREA A DOWNSTREAM WATERCOURSES/OVER BANK DISPOSAL AREA
E. ENSURE GROUNDWATER EXTRACTED FROM SITE 3 DURING
CONSTRUCTION DEWATERING ACTIVITIES IS HANDLED, STORED, AND
DISPOSED IN ACCORDANCE WITH APPLICABLE STATE AND FEDERAL
REGULATORY REQUIREMENTS.
F. ENSURE CONSTRUCTION OF NEW OCCUPIED BUILDINGS IS EVALUATED
FOR VAPOR INTRUSION RISK AND APPROPRIATE PROVISIONS AND
MITIGATION ARE IMPLEMENTED, IF REQUIRED.
G. GROUND DISTURBING ACTIVITIES THAT EXCAVATE, BREACH, OR
PENETRATE THE CONCRETE ENCAPSULATED SOIL (GROUND
DISTURBING ACTIVITY, TO INCLUDE SUBSURFACE EXCAVATION,
SUBSURFACE PENETRATION OF THE SOIL [BORINGS], AND
DEWATERING, REQUIRES THE EXPRESS, PRIOR PERMISSION OF THE
NSB NLON ER PROGRAM MANAGER).APPROXIMATE LIMITS OF
AREA A LANDFILL (SITE 2-A)
AND CONTRACTOR LAYDOWN
AND STAGING AREA FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O N
G
RO
TO
N, C O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
GRAPHIC SCALE
GENERAL SHEET NOTES
1. MINIMUM AREAS OF REQUIRED GROUND IMPROVEMENT ARE
REPRESENTED BY AREAS SHOWN ON THIS PLAN.
1.a. CROSS-HATCHED FOUNDATION AREAS REQUIRE RIGID
INCLUSIONS AT MAXIMUM 5-FOOT TRIANGULAR SPACING,
EXTENDING 5-FEET HORIZONTALLY BEYOND FOUNDATIONS AS A
MINIMUM.
1.b. UNHATCHED ADJACENT AREAS REQUIRE RIGID INCLUSIONS AT
MAXIMUM 7.5-FOOT TRIANGULAR SPACING FOR EARTH
EMBANKMENT SUPPORT, AND AS TRANSITION AREAS FROM THE
5-FOOT SPACING GROUND IMPROVEMENT AREAS TO THE
OUTSIDE EDGE OF THE GROUND IMPROVEMENT AREAS,
EXTENDING 15-FEET HORIZONTALLY BEYOND THE EDGE OF
STRUCTURE FOUNDATION AS A MINIMUM.
2. PROVIDE RIGID INCLUSIONS THROUGH EXISTING FILL AND
UNDERLYING SOFT SOILS AND INTO DENSE GRANULAR DEPOSITS OR
TO TOP OF BEDROCK TO ACHIEVE THE FOLLOWING ALLOWABLE
DESIGN LOADS PER RIGID INCLUSION:
2.a. CLWS MAGAZINE AREAS: 150 KIPS
2.b. TYPE G MAGAZINES: 100 KIPS
2.c. SENTRY BUILDING: 75 KIPS
3. A LOAD TRANSFER PLATFORM CONSISTING OF 2-FEET OF SELECT
GRANULAR FILL WITH 3-LAYERS OF BX1500 GEOGRID (OR SIMILAR)
MUST BE CONSTRUCTED BETWEEN THE TOP OF THE RIGID
INCLUSIONS AND BOTTOM OF FOUNDATIONS AND SLABS, REFER TO
DETAIL A3 THIS SHEET.
4. ESTIMATED AVERAGE LENGTH OF RIGID INCLUSIONS BELOW EACH
STRUCTURE IS LISTED IN TABLE, THIS SHEET, ALONG WITH ESTIMATED
MINIMUM SQUARE FEET AREA COVERED BY GROUND IMPROVEMENT,
FOR INFORMATION ONLY. CONTRACTOR IS RESPONSIBLE FOR
DEVELOPING ITS OWN ESTIMATES.
5. ELEVATION OF TOP OF BEDROCK ENCOUNTERED AT THE BORING
LOCATIONS IN VICINITY OF GROUND IMPROVEMENTS IS PRESENTED
ON THE PLAN AT THE BORING LOCATIONS, ALONG WITH DEPTH ABOVE
(-) OR BELOW (+) ELEVATION 76.5 FT TO TOP OF BEDROCK, FOR
INFORMATION. DETERMINE FINAL TOP ELEVATION OF RIGID
INCLUSIONS BELOW STRUCTURES, AND REQUIRED LENGTH OF RIGID
INCLUSIONS. "REF" INDICATES REFUSAL ENCOUNTERED AT ELEVATION
NOTED.
6. DESIGN RIGID INCLUSIONS AND LOAD TRANSFER PLATFORM TO
PROVIDE 4 KSF ALLOWABLE DESIGN BEARING CAPACITY WITH FACTOR
OF SAFETY OF 3, AND MEETING SETTLEMENT CRITERIA SPECIFIED.
7. PERFORM WORK RELATED TO RIGID INCLUSIONS AND LOAD TRANSFER
PLATFORM IN ACCORDANCE WITH UFGS SPECIFICATION SECTION 31 66
13 RIGID INCLUSIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR
PROVIDING AN AGGREGATE WORKING PLATFORM IN ALL AREAS
REQUIRING RIGID INCLUSIONS USING CRUSHED ROCK OR IMPORTED
STRUCTURAL FILL MATERIAL.
8. PERFORM WORK RELATED TO EARTHWORK IN ACCORDANCE WITH
UFGS SPECIFICATION SECTION 31 00 00.
9. FOR SOIL STABILIZATION AREAS OUTSIDE OF LOAD TRANSFER
PLATFORM SHOWN ON THIS PLAN, PERFORM WORK RELATED TO SOIL
STABILIZATION IN ACCORDANCE WITH UFGS SPECIFICATION SECTION
31 05 19.13 GEOTEXTILES FOR EARTHWORK.
G
RO
UN
D
IM
PR
O
VE
M
EN
TS
P
LA
N
B-101
AP-11
MB-209
AP-10
AP-12
MB-205
TP-2
B-4MB-206
B-3
MB-203
MB-201
MB-202
B-5
B-7
TP-3
B-6
MB-208
TP-4
MB-210
MB-211
MB-212
MB-213
MB-214
MB-215
MB-216
MB-217
IB2-3
IB2-2
A1 GROUND IMPROVEMENTS PLAN
1" = 40'
TP-1
MB-207
STRUCTURE
HATCHED
FOUNDATION
RI
SPACING
EST
LENGTH
UNHATCHED
ADJACENT
RI
SPACING
EST
LENGTH
AREA (SF) (LF) (LF) AREA (SF) (LF) (LF)
TYPE G-001 8,427 5 15 6,403 7.5 15
TYPE G-002 1,814 5 10 2,302 7.5 10
CLWS-001 7,175 5 20 8,050 7.5 20
CLWS-002 6,675 5 20 6,125 7.5 20
CLWS-003 6,675 5 15 6,125 7.5 15
CLWS-004 6,675 5 20 6,125 7.5 20
CLWS-005 7,000 5 15 6,350 7.5 15
SENTRY BLDG 600 7.5 20 1,400 7.5 20
SENTRY BUILDING
(BLDG B)
TYPE G-001
TYPE G-002
CLWS-001
CLWS-002
CLWS-003
CLWS-004
CLWS-005
CLWS-006
EL. 70.0
+6.5 FT
EL. 67.5
+9.0 FT
EL. 88.0
-11.5 FT
REF. @
EL. 84.0 FT EL. 72.5
+4.0 FT
REF. @
EL. 70.0 FT
EL. 59.0
+17.5 FT
EL. 51.0
+25.5 FT
REF. @
EL. 64.0 FT
EL. 68.0
+8.5 FT
EL. 61.0
+15.5 FT
EL. 48.0
+28.5 FT
EL. 59.0
+17.5 FT
REF. @
EL. 64.5 FT
A3 RIGID INCLUSIONS DETAIL
NTS
PLAN SECTION
TYPE H-001
REF. @
EL. 85.5
EL. 106.0
-29.5 FT
NE by
EL. 83.0 FT
NE by
EL. 81.0 FT
EL. 53.0
+23.5 FT
NE by
EL. 75.0 FT
EL. 76.0
+0.5 FT
EL. 75.0
+1.5 FT
EL. 73.0
+3.5 FT
REF. @
EL. 66.5 FT
EL. 68.0
+8.5 FT
EL. 74.0
+2.5 FT
NE by
EL. 81.0 FT
REFER TO NOTE
5 (TYP)
LIMITS OF GROUND
IMPROVEMENT (SEE
NOTE 1.a) (TYP)
LIMITS OF GROUND
IMPROVEMENT (SEE
NOTE 1.b) (TYP)
D2 LOAD TRANSFER PLATFORM TRANSITION DETAIL
NTS
3'- 6"
2'- 0"
1'- 0"12"
12"
RIGID INCLUSION
BOTTOM OF
FOOTING/SLAB
SOIL
LOAD TRANSFER
PLATFORM
BEDROCK
BEDROCK
NOTES:
1. PROVIDE A TRANSITION ZONE FOR THE LOAD TRANSFER
PLATFORM AT LOCATIONS WHERE THE SUBGRADE
CHANGES FROM SOIL TO BEDROCK.
2. CONSTRUCT THE TRANSITION ZONE BY EXTENDING THE
GEOGRID REINFORCED LOAD TRANSFER PLATFORM WITH
TWO LAYERS OF GEOGRID TO WHERE TOP OF ROCK IS
ENCOUNTERED AT A DEPTH OF 2 FT BELOW BOTTOM OF
FOOTING/SLAB. WHERE DEPTH TO TOP OF BEDROCK IS
ENCOUNTERED AT A DEPTH OF 3.5 FT BELOW BOTTOM OF
FOOTING/SLAB, CONSTRUCT LOAD TRANSFER MAT WITH
THREE LAYERS OF GEOGRID TO MATCH REST OF LOAD
TRANSFER PLATFORM OVER THE RIGID INCLUSIONS.
3. CONSTRUCT SLAB BASE COURSE AND LOAD TRANSFER
PLATFORM PER SPECIFICATIONS.
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
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
XX
X
X
X
X
GRAPHIC SCALE
GENERAL SHEET NOTES
TO
P
O F
BE
DR
O
CK
E
LE
VA
TI
O
NS
B-102
MB-209
MB-205
TP-2
B-4MB-206
B-3
MB-203
MB-201
MB-202
B-5
B-7
TP-3
B-6
MB-208
TP-4
MB-210
MB-211
MB-212
MB-213
MB-214
MB-215
MB-216
MB-217
IB2-3
IB2-2
A1 TOP OF BEDROCK ELEVATIONS
1" = 50'
TP-1
MB-207
SENTRY
BUILDING
(BLDG B)
TYPE G-001
TYPE G-002
CLWS-001
CLWS-002
CLWS-003
CLWS-004
CLWS-005
CLWS-006
IB2-1
IB1-3
IB1-2
IB1-1
B-8
MB-204
D-B2
P848-6
GZ-6
D-B5
D-P7
D-B9
DP-8
GZ-1 D-B8
D-P3
GZ-5
P848-5 D-B10
B-K
GZ-4
D-B1
P848-11
P848-1
P848-4
P848-3
P848-2
P848-13
B-H
B-G
B-I
P848-12
D-B11
D-P11
D-P9
D-B4
GZ-3
GZ-2
D-P6
D-B12
D-P10
D-B13
D-P12
D-P4
D-B6
D-P1
P848-14
B-B
P848-15
B-A
B-C
P848-16
B-J
B-F
1. TOP OF BEDROCK ELEVATION CONTOURS ARE BASED ON
INTERPRETATION OF AVAILABLE BORING LOGS AND LINEAR
INTERPOLATION BETWEEN BORING LOCATIONS. THIS DATA IS
PROVIDED FOR INFORMATION ONLY.
2. ACTUAL TOP OF BEDROCK ELEVATIONS BETWEEN BORING LOCATIONS
MAY DIFFER FROM WHAT HAS BEEN ESTIMATED AND SHOWN ON THIS
PLAN.
3. REFER TO BB DRAWINGS AND SPECIFICATIONS FOR BORING LOGS
FROM RECENT AND HISTORIC STUDIES.
TYPE H-001
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
RO
CK
F
AL
L
PR
O
TE
CT
IO
N M
ES
H
DE
TA
IL
S
B-501
1. WIRE MESH
2. 3/4" 6x19 IWRC TOP SUPPORT
ROPE
3. 3/4" 6x19 IWRC ANCHOR ROPE
(TAG LINE), REFER TO D2 THIS
SHEET
4. 1/4" 7x19 IWRC TOP SEAM ROPE, REFER TO NOTE C AND D1 THIS
SHEET
5. 3/4" WIRE ROPE ANCHOR,
REFER TO C1 THIS SHEET
6. 1" SHACKLES
7. 1
4" SEAM ROPE OR T3 CLIPS,
REFER TO NOTE C AND D1 THIS
SHEET
MAXIMUM ANCHOR SPACING
TABLE 2
H (FT)
0-100
A (FT)
MAX LENGTH FOR TOP HORIZONTAL SUPPORT ROPE VS.
SLOPE HEIGHT FOR WIRE MESH
SLOPE HEIGHT H (FT)
MAX LENGTH L (FT)
TABLE 1
FRONT SLOPE ELEVATION
CROSS SECTION
MAXIMUM TOP HORIZONTAL SUPPORT ROPE "L" (SEE TABLE 1)
MAXIMUM ANCHOR SPACING
"A" (SEE TABLE 2)
VARIES
VERTICAL AND HORIZONTAL
SEAM CONNECTION
WITH CLIPS AND SHACKLES
VERTICAL AND HORIZONTAL
SEAM CONNECTION WITH
1/4" SEAM ROPE
B (TYP.)
C (TYP.)
A (TYP.) B (TYP.)
C (TYP.)
DOUBLE LEG 3/4" WIRE ROPE ANCHOR
EM
BE
D M
EN
T
D
EP
TH
NOTES:
A. MAXIMUM ANCHOR SPACING ESTIMATED AS PER TABLE 2 FOR A
MINIMUM ALLOWABLE ANCHOR CAPACITY OF 20,000 LBS. PER
WA-RD612.1 WIRE MESH (MUHUNTHAN ET AL., 2005).
B. MAXIMUM TOP SUPPORT ROPE LENGTH NOTED IN TABLE 1. ATTACHED
TO MESH WITH 1/4" SEAM ROPE.
C. MESH PANELS TO BE VERTICALLY SEAMED WITH (2X) T3 CLIPS OR 1/4"
SEAM ROPE THROUGH EACH MESH OPENING.
D. WHEN SYSTEM HAS HORIZONTAL SEAMS USE 3/8" SHACKLES OR 1/4"
SEAM ROPE OR LOOSE SPIRALS THROUGH EACH MESH OPENING TO
CONNNECT MESH PANELS.
TAG LINE
2" M
IN
NOTE:
A. DISTANCES A, B, C, AND TORQUE NOTED IN THE WIRE ROPE TERMINATION
AND SPLICING DETAIL TO COMPLY WITH MANUFACTURERS SPECIFICATIONS.
B. WIRE MESH TO BE ALLOYED HIGH STRENGTH CARBON STEEL WIRE WITH A
MINIMUM TENSILE STRENGTH OF 256 KSI AND ZN/AL HOT DIP GALVANIZED IN
ACCORDANCE WITH ASTM A1007 (LEVEL 3 DRAWN ZN5AL WIRE).
C. WIRE ROPE TO BE 7X19 OR 6X19 CONSTRUCTION (OR EQUIVALENT), IWRC,
GRADE EIP AND GALVANIZED IN ACCORDANCE WITH FEDERAL SPECIFICATION
RR-W-410, ASTM A1023.
D. MISCELLANEOUS HARDWARE REQUIREMENTS: WIRE ROPE CLIPS IN
ACCORDANCE WITH FED SPEC FF-C-450, TYPE 1, CLASS 1 AND HOT-DIP ZINC
GALVANIZED ACCORDING TO ASTM A153/ A153M. THIMBLES IN ACCORDANCE
WITH FED SPEC FF-T-276B AND HOT-DIP ZINC GALVANIZED ACCORDING TO
ASTM A153/ A153M.
WIRE ROPE ANCHOR
1. PROVIDE 2-T3 CLIPS PER
MESH OPENING
2. PROVIDE 1-3/8" SHACKLE
PER MESH OPENING
3. WIRE MESH
4. 1
4" VERTICAL SEAM ROPE
THROUGH EACH MESH
OPENING
5. 1
4" HORIZONTAL SEAM
ROPE OR LOOSE SPIRAL
WIRE ROPE TERMINATION AND
SPLICING DETAIL
SCALE: NTS B-501CG101
CG102
A1
SEAM CONNECTION ALTERNATIVES
SCALE: NTS B-501CG101
CG102
D1 ANCHOR / MESH ATTACHMENT
SCALE: NTS B-501CG101
CG102
D2
1. 3 4" 6x19 IWRC DOUBLE LEG
WIRE ROPE ANCHOR
10'-15' EMBEDMENT DEPTH
2. 3
4" WIRE ROPE CLIP, REFER
TO A1 THIS SHEET
3. 3 4" 6x19 IWRC TAG LINE
(OPTIONAL)
4. 1" SHACKLE (TYP.)
5. WIRE MESH
WIRE ROPE ANCHOR DETAILS
SCALE: NTS B-501CG101
CG102
C1
1. EXISTING GROUND
SURFACE
2. 3 4" DIA. 6x19 IWRC
GALVANIZED WIRE ROPE
3. FERULE
4. WIRE ROPE CLIP, REFER
TO A1 THIS SHEET
5. GROUT
6. BOTTOM FERULE
(OPTIONAL)
7. THIMBLE
8. STOP SLEEVE
9. STANDARD SPLAYED END
6 9
ROCK FALL PROTECTION MESH
SCALE: NTS B-501CG101
CG102
A2
DETAIL D2 THIS SHEET
TYP.
NOTE:
A. COORDINATE ANCHOR
LOCATIONS WITH
PERIMETER FENCE
POST LOCATIONS IN
FIELD.
3' -0
SL
O
PE
D
IS
TA
N C
E
"H " S
LO
PE
H
EI
G H
T
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
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
X
X
X X
X
X
XX
X
X
X
X
GRAPHIC SCALE
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND, AND
ABBREVIATIONS.
2. REFER TO SHEETS BB301 TO BB308 FOR BORING LOGS.
3. REFER TO SHEET B-101 FOR GROUND IMPROVEMENTS PLAN.
BO
RI
NG
L
O
CA
TI
O
N
PL
AN
BB101
AP-3
AP-4
AP-5
AP-6
AP-7
AP-8
AP-9
AP-10
AP-11
AP-12
AP-13
AP-14
AP-15
AP-16
B-2
B-1
OB-103
OB-105
AP-17
OB-104
OB-102
OB-101
AP-18
IB3-3
IB3-1
IB3-2
MB-204
MB-209
MB-206
B-3
MB-203
TP-1
TP-2
MB-202
B-4
B-5 MB-201MB-205
MB-207
B-7
TP-3
B-6
MB-208
TP-4
B-8
MB-210
MB-211
MB-212
MB-213MB-214
MB-215MB-216
MB-217
IB2-3
IB2-2
IB2-1
IB1-1
IB1-2IB1-3
A1 BORING LOCATION PLAN
1" = 100'
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
BO
RI
NG
L
O G
S
BB301
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB302
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB303
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB304
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB305
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB306
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB307
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
NG
L
O G
S
BB308
FAX: 571.218.1600
1100 NORTH GLEBE ROAD
SUITE 500
ARLINGTON, VIRGINIA 22201
571.218.1000
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
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
MI
D-
AT
LA
NT
IC
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
SU
BM
AR
IN
E
BA
SE
N
EW
L O
ND
O
N G
RO
TO
N, C
O
NN
EC
TI
CU
T
P-
W
EA
PO
NS
M
AG
AZ
IN
E
OR
DN
AN
CE
O
PE
RA
TIO
NS
FA
CI
LIT
Y
SI
TE
SMS/CWJ
JWJ
HPN
1667770
APPROVED BY LCDR PETE
FOVARGUE NAVFAC FEAD
| FINAL DESIGN_P-1102_SITE_DWG_00-GENERAL |
| G-001 - COVER SHEET |
| G-002 - SHEET INDEX |
| GC101 - CONSTRUCTION PHASING PLAN PHASE 1 |
| GC102 - CONSTRUCTION PHASING PLAN PHASE 2 |
| GC103 - CONSTRUCTION PHASING PLAN PHASE 3 PLAN |
| FINAL DESIGN_P-1102_SITE_DWG_01-HAZMAT |
| HD101 - TYPICAL MAGAZINE STORAGE BUILDING A94-A111 |
| HD102 - FIRST FLOOR BUILDING 393 |
| HD103 - FIRST FLOOR PLAN BUILDING 524 |
| HD104 - SECOND FLOOR PLAN BUILDING 524 |
| H-101 - LAND USE CONTROL PLAN HAZMAT |
| H-102 - LAND USE CONTROL PLAN HAZMAT |
| FINAL DESIGN_P-1102_SITE_DWG_02-GEOTECH |
| B-101 - GROUND IMPROVEMENTS PLAN |
| B-102 - TOP OF BEDROCK ELEVATIONS |
| B-501 - ROCK FALL PROTECTION MESH DETAILS |
| BB101 - BORING LOCATION PLAN |
| BB301 - BORING LOGS |
| BB302 - BORING LOGS |
| BB303 - BORING LOGS |
| BB304 - BORING LOGS |
| BB305 - BORING LOGS |
| BB306 - BORING LOGS |
| BB307 - BORING LOGS |
| BB308 - BORING LOGS |
| 2025-08-14T15:39:27-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
2025-08-14T15:40:42-0400
| 2025-08-14T15:39:29-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:30-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:34-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:39-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:39-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:39-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:40-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:40-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:41-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:42-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:42-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:46-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:47-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:51-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:52-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:52-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:52-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:53-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:53-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:54-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:54-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
| 2025-08-14T15:39:55-0400 | |
| Norfolk, VA | |
| James E. Donahue, RA | |
| I, James E. Donahue, RA, am signing this document to confirm that it has been reviewed. |
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File details come from the government source that posted it. Updated .