Attachment B SP-364 Dwgs.pdf
PDF 10 MB Posted
- Attached to
- SP-364 Replace Underground Cabling in SP Area
- Solicitation number
- N4008526R0249
About this file
This is a set of construction drawings for a federal contract project to replace underground cabling in the SP Area at Naval Station Norfolk, Virginia. The project is administered by Naval Facilities Engineering Systems Command (NAVFAC) Mid-Atlantic, with the Resident Officer in Charge of Construction located in Norfolk, Virginia. The contract number is SP-364, and the drawings were last revised on September 14, 2023.
The project scope includes demolition of existing underground electrical cabling and associated infrastructure, followed by installation of new underground electrical ductbank systems and cable routing. Key deliverables shown in the drawings include existing conditions and demolition plans (sheets CD101-CD104), civil site plans (sheets CS101-CS104), structural details for electrical junction box concrete pads (sheets S501), electrical site plans (sheets ED101-ED104 and ES101-ES104), manhole details for various existing structures (sheets ED501-ED502 and ES501-ES502), termination cabinet details, ductbank installation details, one-line electrical diagrams, and new and demolition cable schedules. The work involves coordination among civil, structural, and electrical disciplines, with specific requirements for concrete pads supporting electrical junction boxes with maximum weights of 800 and 700 pounds respectively. Construction materials specifications include 4,000 PSI normal weight concrete, ASTM A615 Grade 60 reinforcing steel, and concrete surface finishes per ACI 301 Class A standards. The drawings reference coordination requirements with NAVFAC Utilities Energy Management for outage scheduling on 11.5kV electrical systems and require contractor compliance with special inspection requirements and utility locating procedures prior to excavation work.
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Text version
VICINITY MAP
SP-364 REPLACE UNDERGROUND
CABLING IN SP AREA
NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND ~ MID-ATLANTIC
RESIDENT OFFICER IN CHARGE OF CONSTRUCTION
NORFOLK, VIRGINIA
LOCATION MAP
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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DRAWFORM REVISION: 14 SEP 2023
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
NAVAL STATION NORFOLK - NORFOLK, VIRGINIA
N
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SHEET LIST TABLE
SHEET SHEET
NUMBER NAVFAC DRAWING SHEET TITLE
SHEET LIST TABLE
SHEET SHEET
NUMBER NAVFAC DRAWING SHEET TITLE
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BITUMINOUS PAVEMENT
BOLLARD
BUILDING
CONCRETE SIDEWALK
CONTOUR
DROP INLET
ELECTRIC MANHOLE
EXIST TRANSFORMER
FENCE
FIRE HYDRANT
MOORING EYE
NATURAL GAS
SPOT ELEVATION
STORM MANHOLE
STORM DRAIN LINE
SANITARY CLEANOUT
SANITARY MANHOLE
SANITARY SEWER
UNDERGROUND COMMUNICATIONS
UNDERGROUND ELECTRIC
WATER
NA
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JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
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AS NOTED
12,944,648
C-001
W. WITHAM, P.E.
1. VERIFY THE EXISTENCE AND LOCATION OF UTILITIES PRIOR TO EXCAVATION
AND CONSTRUCTION WORK. NOTIFY THE CONTRACTING OFFICER WHERE
CONFLICTS EXIST THAT WOULD ADVERSELY AFFECT WORK.
2. REPLACE WITH MATCHING MATERIALS PAVEMENT, DRIVEWAYS, WALKS,
CURBS, LANDSCAPING, ETC., THAT MAY BE CUT OR THAT ARE DAMAGED
DURING CONSTRUCTION AT CONTRACTOR'S EXPENSE.
3. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL SITE WORK INCLUDING
DEMOLITION AND NEW UTILITY INSTALLATION.
4. UNLESS OTHERWISE NOTED, EXISTING UTILITIES MUST REMAIN IN PLACE.
PROTECT EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. HAND
EXCAVATE WITHIN 2 FEET OF EXISTING UTILITIES. DAMAGE TO EXISTING
UTILITIES (INCLUDING BUT NOT LIMITED TO WATER, SEWER, FUEL, ELECTRIC,
TELEPHONE, AND STORM DRAINS) MUST BE REPAIRED TO THE SATISFACTION
OF THE CONTRACTING OFFICER, AT NO ADDITIONAL COST TO THE
GOVERNMENT.
5. DEPTH OF EXISTING UTILITIES, SUCH AS FUEL, WATER, ELECTRIC,
TELECOMMUNICATIONS, AND FIBER OPTIC ARE BASED ON INDUSTRY
STANDARDS. VERIFY THE DEPTH AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION. IMMEDIATELY CONTACT THE CONTRACTING OFFICER IF
EXISTING UTILITIES WILL CONFLICT WITH WORK.
6. PRIOR TO EXCAVATION, CONTACT MISS UTILITY OF VIRGINIA (TELEPHONE#
811) TO HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND
SURFACE IN THE AREAS OF CONSTRUCTION.
7. COMPLY WITH THE PROVISIONS OF THE "VIRGINIA UNDERGROUND UTILITY
DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET. SEQ., CODE OF VIRGINIA,
1950, AMENDED).
8. PROVIDE SMOOTH AND GRADUAL GRADE TRANSITIONS WITH NO SHARP OR
ABRUPT CHANGES UNLESS OTHERWISE NOTED.
9. COORDINATE WITH THE CONTRACTING OFFICER FOR LAYDOWN AREAS PRIOR
TO DELIVERY OF MATERIALS.
10. FIELD VERIFY EXISTING DIMENSIONS AND QUANTITIES PRIOR TO ORDERING
MATERIALS OR BEGINNING WORK.
11. BEGIN EARTHWORK ACTIVITIES ONLY AFTER SOIL EROSION DEVICES ARE
IN-PLACE. SOIL EROSION DEVICES MUST INCLUDE, BUT ARE NOT LIMITED TO,
INLET PROTECTION. ENSURE THAT NO OFFSITE SEDIMENT LOSS OCCURS.
12. NEW WORK WILL BE ACCOMPLISHED IN AND AROUND AREAS WHICH WILL
REMAIN OPERATIONAL. ACCORDINGLY, AVOID INTERFERENCE WITH THE
OPERATIONAL WORK ROUTINE.
13. PROPERLY STOCKPILE SOIL THAT IS EXCAVATED AND REUSED TO PREVENT
OFFSITE SEDIMENT LOSS.
14. ANY EXCAVATED SOIL SHIPPED OFFSITE MUST BE MANIFESTED AND DISPOSED
OF AT A PERMITTED FACILITY.
15. ALL LAND DISTURBANCES MUST BE GRADED AND A LANDSCAPE PATCH TO A
WIDTH OF AT LEAST 5 FEET BEYOND THE DISTURBANCE. REFER TO SHEET
C-501 FOR DETAIL.
EXISTING NEW
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
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C
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IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL NOTES:
CIVIL ABBREVIATIONS:
CIVIL LEGEND:
A/C AIR CONDITIONING UNIT
APPROX APPROXIMATE
ATFP ANTI-TERRORISM FORCE
PROTECTION
BLDG BUILDING
BOL BOLLARD
BW BOTTOM OF WALL
CO CLEANOUT
CONC CONCRETE
DEMO DEMOLITION
DI DROP INLET
DIP DUCTILE IRON PIPE
EJB ELECTRIC JUNCTION BOX
EMH ELECTRIC MANHOLE
EXIST EXISTING
EP EDGE OF ASPHALT
PAVEMENT
FDC FIRE DEPARTMENT
CONNECTION
FEP FUEL EFFICIENT PARKING
FES FLARED END SECTION
FFE FINISHED FLOOR
ELEVATION
FH FIRE HYDRANT
FL FLOW LINE
FM SANITARY SEWER FORCE
MAIN
FO FIBER OPTIC
GV GATE VALVE
HP HIGH POINT
INV INVERT
LF LINEAR FEET
L/P LIGHT POLE
MG MATCH EXISTING GRADE
MH MANHOLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
OHE OVERHEAD ELECTRICAL
PIV POST INDICATOR VALVE
P/P POWER POLE
R RADIUS
RD ROOF DRAIN
SCO SANITARY CLEANOUT
SMH SANITARY MANHOLE
TBM TEMPORARY BENCHMARK
TC TOP OF CURB
TEMP TEMPORARY
TMH TELEPHONE MANHOLE
T PED TELEPHONE PEDESTAL
TOB TOP OF BANK
TSV TAPPING SLEEVE & VALVE
TW TOP OF WALL
TYP TYPICAL
RCO ROOF DRAIN CLEANOUT
RD ROOF DRAIN
UD UNDER DRAIN
UGE UNDER GROUND
ELECTRICAL
UON UNLESS OTHERWISE
NOTED
WV WATER VALVE
VB VALVE BOX
W/ WITH
E
XFR
D
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AR
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O F
TH
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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
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IT
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EN
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S C
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DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
EX
IS
TI
NG
C
ON
DI
TI
ON
S
DE
MO
LIT
IO
N
PL
AN
CEV CEV WHW
AS NOTED
12,944,649
CD101
W. WITHAM P.E.
EXISTING CONDITIONS AND DEMOLITION PLAN
GRAPHIC SCALE
40'0'
1"=20' 20'10'
GENERAL SHEET NOTES
KEYNOTES
1. COORDINATE WITH THE ELECTRICAL PLANS FOR RELATED WORK.
NA
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JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
MATCHLINE SHEET CD102
PLA
NORTH
KEY MAP
CD101
CD102
CD103
CD104
IP
IP IP
IP
EX
IS
TI
NG
C
ON
DI
TI
ON
S
DE
MO
LIT
IO
N
PL
AN
CEV CEV WHW
AS NOTED
12,944,650
CD102
W. WITHAM, P.E.
EXISTING CONDITIONS AND DEMOLITION PLAN
GRAPHIC SCALE
40'0'
1"=20' 20'10'
GENERAL SHEET NOTES
KEYNOTES
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
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IN
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R
IN
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S
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M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
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CO
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N
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FO
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NA
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NO
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OL
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NA
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N
NO
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EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
MATCHLINE SHEET CD101
MATCHLINE SHEET CD103
PLA
NORTH
1. COORDINATE WITH THE ELECTRICAL PLANS FOR RELATED WORK.
2. REMOVE CONCRETE SIDEWALK. SAWCUT SIDEWALK AT THE NEAREST
EXISTING JOINTS.
1 2
KEY MAP
CD101
CD102
EX
IS
TI
NG
C
ON
DI
TI
ON
S
DE
MO
LIT
IO
N
PL
AN
CEV CEV WHW
AS NOTED
12,944,651
CD103
W. WITHAM, P.E.
EXISTING CONDITIONS AND DEMOLITION PLAN
GRAPHIC SCALE
LEGEND
LIMITS OF DISTURBANCE
40'0' 1"=20'
20'10'
GENERAL SHEET NOTES
KEYNOTES
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
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IN
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M
S C
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M
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D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
SAWCUT PAVEMENT
IP
2" MILL AND OVERLAY
PAVEMENT MARKING ERADICATION
INLET PROTECTION
REMOVE
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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NA
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NO
RF
OL
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NA
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AT
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N
NO
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IA
SP
-3
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PL
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AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
MATCHLINE SHEET CD102
M
ATCHLINE SHEET CD104
PLA
NORTH
1. COORDINATE WITH THE ELECTRICAL PLANS FOR RELATED WORK.
2. REMOVE CONCRETE SIDEWALK. SAWCUT SIDEWALK AT THE NEAREST
EXISTING JOINTS.
1 1
2 2
93'
6'
8'
6' 8'
KEY MAP
CD101
CD102
EX
IS
TI
NG
C
ON
DI
TI
ON
S
DE
MO
LIT
IO
N
PL
AN
CEV CEV WHW
AS NOTED
12,944,652
CD104
W. WITHAM, P.E.
EXISTING CONDITIONS AND DEMOLITION PLAN
GRAPHIC SCALE
40'0'
1"=20' 20'10'
GENERAL SHEET NOTES
KEYNOTES
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
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
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C
MI
DL
AN
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- R
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N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
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N
NO
RF
O
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RO
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JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
M
AT
CH
LI
NE
S
HE
ET
C D1
PLA
NORTH
1. COORDINATE WITH THE ELECTRICAL PLANS FOR RELATED WORK.
KEY MAP
CD101
CD102
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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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S
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TE
M
S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
M
S
CO
M M
AN
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AN
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C
SP
-3
RE
PL
AC
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UN
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RG
RO
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D
CA
BL
IN
G
IN
S P
AR
EA
CS101
MATCHLINE SHEET CS102
PLA
NORTH
CIVIL SITE PLAN
KEYPLAN
CS101
CS102
CS103
CS104
IP IP
IP
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
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IN
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S
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TE
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S C
O M
M
AN
D
DES DRW
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
CHK
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
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FIRE PROTECTION
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
NA
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CS101
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DRAWFORM REVISION: 14 SEP 2023
CHK
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APPROVED
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FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
NA
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A
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SCALE:
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N
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DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
NA
VA
L
FA
CI
LI
TI
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NG
IN
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RI
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M
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CEV CEV WHW
AS NOTED
12,944,657
C-501
W. WITHAM, P.E.
D
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SCALE:
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DRAWFORM REVISION: 14 SEP 2023
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
NA
VA
L
FA
CI
LI
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JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
TYPICAL CONCRETE SIDEWALK TYPICAL CONCRETE JOINT DETAIL
2'-6" MIN2'-6" MIN
TRENCH
WIDTH
TYPICAL UTILITY TRENCH IN UN-PAVED AREAS
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
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1 2 3 4 5
A
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SCALE:
CONSTR. CONTR. NO.
SHEET
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OF
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DRAWFORM REVISION: 25 AUGUST 2020
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
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L
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CI
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05/05/2026
JANICE D. FISHBURN, P.E.
DAVE BURNETTE
1806349
N/A
NO
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J. MILLER, P.E.
D. GREGORY, P.E.
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S-
GENERAL NOTES GENERAL SCOPE OF WORK REINFORCING STEEL NOTES STRUCTURAL ABBREVIATIONS STRUCTURAL SYMBOLS
1 STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH DRAWINGS
OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. VERIFY REQUIREMENTS
OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,
HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK
AS WELL AS TO BE TEMPORARILY DISCONNECTED AND RECONNECTED TO
ALLOW FOR THE INSTALLATION OF THE STRUCTURAL WORK.
2 THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH SAFETY
PRECAUTIONS AND REGULATIONS DURING THE WORK. THE STRUCTURAL
ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION AS TO SAFETY
PRECAUTIONS AND PROGRAMS.
3 STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.
PROVIDE ALL TEMPORARY SHORING, TEMPORARY SUPPORTS, GUYING AND
BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER
ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN
COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND
INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC.,
IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE METHODS,
TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK.
SUPERVISION OF WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.
WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE SIMILAR DETAILS
OF CONSTRUCTION, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.
6 ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF
THESE STANDARDS, UNLESS OTHERWISE NOTED.
7 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW BY THE GENERAL
CONTRACTOR PRIOR TO CONSTRUCTION. ALL SHOP DRAWINGS MUST BE
REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE REVIEW
IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL
COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE REVIEW
DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO
REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO
SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR
ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP
DRAWINGS AS THEY PERTAIN TO SIZES, DETAILS, DIMENSIONS, ETC. ANY
PROPOSED CHANGES MUST BE SUBMITTED IN A LETTER OR DETAIL TO THE
CONTRACTING OFFICER FOR APPROVAL.
8 IN NO CASE MAY REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS
SHOP DRAWINGS. SUBCONTRACTOR MUST PROVIDE INDEPENDENTLY
CREATED DRAWINGS BASED ON THE PLANS AND DETAILS.
9 IN ACCORDANCE WITH THE IBC, SPECIAL INSPECTIONS WILL BE REQUIRED
FOR THIS PROJECT. SPECIAL INSPECTIONS MUST BE PERFORMED IN
ACCORDANCE WITH THE "SCHEDULE OF SPECIAL INSPECTIONS". THE
CONTRACTOR MUST NOTIFY THE SPECIAL INSPECTOR AT LEAST 48 HOURS IN
ADVANCE FOR WORK THAT WILL REQUIRE INSPECTION OR TESTING. IF
REQUIRED, THE CONTRACTOR MUST EMPLOY THIRD PARTY SPECIAL
INSPECTOR.
10 CONTRACTOR MUST VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS
WHICH MAY ADVERSELY AFFECT THE WORK OR COST THEREOF.
11 FIELD VERIFY DIMENSIONS, ELEVATIONS, INTERFERENCES AND OTHER
REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND
ALIGNMENT OF NEW PORTIONS OF THE STRUCTURE TO EXISTING. MAKE ALL
MEASUREMENTS NECESSARY FOR CONSTRUCTION. DISCREPANCIES MUST
BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER PRIOR TO
ORDERING MATERIALS OR BEGINNING WORK (CONSTRUCTION OR
DEMOLITION).
12 ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED WILL BECOME THE
CONTRACTOR'S PROPERTY, UNLESS NOTED OTHERWISE. DISPOSITION OF
THE ITEMS / MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND
MUST ADHERE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL
REGULATIONS.
13 TAKE CARE NOT TO DAMAGE THE EXISTING STRUCTURE. WHERE EXISTING
CONSTRUCTION IS DAMAGED BY THE CONSTRUCTION REQUIRED BY THESE
DOCUMENTS, REPAIR THE DAMAGE ITEM(S) WITH MATERIALS TO MATCH THE
ADJACENT MATERIAL, TEXTURE, AND COLOR.
14 DO NOT HANG ITEMS FROM EXISTING STRUCTURE, UNLESS NOTED
OTHERWISE.
15 LOCATE AND PROTECT ALL EXISTING UNDERGROUND UTILTIES.
1 THE EXTERIOR EQUIPMENT PADS HAVE BEEN DESIGNED FOR AN
ELECTRICAL JUNCTION BOX LIMITED TO 800 LBS. MAXIMUM WEIGHT.
2 EXCAVATION MADE WITH POWER-DRIVEN EQUIPMENT IS NOT PERMITTED
WITHIN TWO FEET OF KNOWN UTILTIES OR OTHER SUBSURFACE
CONSTRUCTION. FOR WORK IMMEDIATLEY ADJACENT TO, OR FOR
EXCEVATIONS EXPOSING A UTILTIY OR OTHER BURRIED OBSTRUCTION,
EXCEVATE BY HAND.
3 POROUS FILL MUST BE COURSE AGGREGATE VDOT NO. 57.
4 REUSE EXCAVATED MATERIAL TO THE BEST EXTENT POSSIBLE. REMOVE
ALL UNUSED EXCAVATED MATERIAL AND DISPOSE OF OFF SITE, FOR
BIDDING PURPOSES, ASSUME ALL EXCAVATED MATERIAL THAT IS NOT
REUSED AS CONTAMINATED.
FOUNDATION NOTES
1. THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO:
SP-364:
- (1) CONCRETE PADS FOR ELECTRICAL JUNCTION BOX
(MAX. WEIGHT 800 LBS., EQUIP. PLAN DIMENSION 72.73"(L) X 35"(W))
- (1) CONCRETE PADS FOR ELECTRICAL JUNCTION BOX
(MAX. WEIGHT 700 LBS., EQUIP. PLAN DIMENSION 61.89"(L) X 35"(W))
ANY INCIDENTAL RELATED WORK SHOWN ON OTHER DISCIPLINE DRAWINGS.
CAST-IN-PLACE CONCRETE NOTES
1 REINFORCING MATERIALS MUST BE AS FOLLOWS:
A. REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED
B. TIES AND STIRRUPS - ASTM A615, GRADE 40
2 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE
REINFORCING STEEL INSTITUTE (crsi) "MANUAL OF STANDARD PRACTICE".
REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE,
CLAY, OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND.
REMOVE LOOSE RUST PRIOR TO PLACEMENT.
3 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER
MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFROCING, AS
WELL AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE
WITH RECCOMENDATIONS IN ACI 318:
A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:
I. STRUCTURAL SLAB ON GRADE = 2"
II. #6 AND LARGER BARS = 2 1/2"
III. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"
IV. INTERIOR WALLS AND SLABS = 1-1/2"
4 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO
FABRICATION OF REINFORCING STEEL.
5 LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF 36 X BAR
DIAMETER OF SLAMMER BAR BEING LAPPED.
6 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST
EDITION. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
REINFORCING IN POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS
MUST BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM
CONCRETE COVER. BAR SUPPORTS MUST BE PLASTIC TIPPED OR
STAINLESS STEEL.
7 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM
SPACING OF 2'-0" ON CENTER.
8 ALL REINFORCING STEEL, DOWELS, ANCHOR RODS, AND OTHER
HARDWARE TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO
THE PLACEMENT OF CONCRETE TO PREVENT DISPLACEMENT BEYOND
PERMITTED TOLERANCES.
ARCH ARCHITECT, -URAL
B.P. BASE PLATE
BLDG BUILDING
BOD BOTTOM OF DECK
BOF BOTTOM OF FOOTING
BOT BOTTOM
BRCG BRACING
CJ CONTROL JOINT
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DEMO DEMOLISH
DIA (OR) Ø DIAMETER
DIM(S) DIMENSION(S)
DWGS DRAWINGS
E, EXIST EXISTING
E.W. EACH WAY
EA EACH
EF EACH FACE
EL, ELEV ELEVATION
EQ, EQUIV EQUAL, EQUIVALENT
F'C COMPRESSIVE STRESS
FDN FOUNDATION
FF EL FINISHED FLOOR ELEVATION
FOS FACE OF SLAB
FS FAR SIDE
FTG FOOTING
FY ALLOWABLE YIELD STRESS
GA GAUGE
HDG, GALV HOT DIPPED GALVANIZED
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SHAPES
IAW IN ACCORDANCE WITH
INFO INFORMATION
INT INTERIOR
KSI KILOPOUNDS (KIPS) PER SQUARE INCH
L ANGLE
LB, LBS POUNDS
LF LINEAR FEET
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LONG LONGITUDINAL
MATL MATERIAL
MAX MAXIMUM
MD METAL DECK
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MOS MID-DEPTH OF SLAB
MPH MILES PER HOUR
NS NEAR SIDE
NTS NOT TO SCALE
OC ON CENTER
OPH OPPOSITE HAND
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
RE, REF REFERENCE
REINF REINFORCE, -MENT
REQD REQUIRED
SF SQUARE FEET
SIM SIMILAR
SPA SPACING
SPEC CONTRACT SPECIFICATIONS
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
T&B TOP AND BOTTOM
THK THICKNESS
TOC TOP OF CONCRETE
TOF TOP OF FOOTING / FOUNDATION
TOS TOP OF STEEL
TS THICKENED SLAB
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/, W/O WITH, WITHOUT
WWF WELDED WIRE FABRIC
~ , APPROX APPROXIMATELY
COMPACTED SUBGRADE / FILL
CRUSHED STONE
N/A
SY
M
DE
SC
RI
PT
IO
N
DA
TE
AP
PR
1 CONCRETE WORK MUST CONFORM TO THE REQUIREMENTS OF ACI 318-22
"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE."
2 CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY
COMPRESSIVE STRENGTH OF 4,000 PSI.
3 BEFORE PLACING CONCRETE, EMBEDDED ITEMS MUST BE PROPERLY
LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN
PLACE. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED
CONCRETE UNLESS INDICATED OR APPROVED BY THE CONTRACTING
OFFICER.
4 EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE
CHAMFERED 3/4" UNLESS OTHERWISE NOTED.
5 FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT
LEAST 70% OF ITS 28 DAY COMPRESSIVE STRENGTH. THE CONTRACTOR
MUST PROVIDE ALL SHORING AND RESHORING.
6 SLAB FINISH TOLERANCE IN ACCORDANCE WITH ACI 301, CLASS A.
7 CONCRETE MUST BE MECHANICALLY VIBRATED IN ACCORDANCE WITH
ASTM 309R.
8 ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.
9 COORDINATE WITH THE CIVIL AND ELECTRICAL DRAWINGS FOR EXACT
LOCATIONS AND DIMENSIONS OF CONCRETE PADS.
10 SLOPE EXTERIOR SLAB(S) TO DRAIN. COORDINATE WITH CIVIL DRAWINGS
AT LOCATIONS WHERE STRUCTURAL WORK REQUIRES DEMOLITION OF
EXISTING SITE ELEMENTS (PARKING LOTS, SIDEWALKS, ETC.)AND AT WORK
COMPLETION, PATCHING OF THOSE ELEMENTS TO MATCH ADJACENT.
11 CONCRETE EXPOSED TO FREEZE/THAW CYCLES MUST HAVE 6% (+/- 1 1/2%)
ENTRAINED AIR.
NOTES:
1. COORDINATE ELECTRICAL JUNCTION BOX LOCATION AND CABLE WELL WITH
CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS.
2. CHAMFER (BEVEL) ALL CABLE TRAINING INTERIOR EDGES @ 45 DEGREE
1'
- 0
9"
1'
- 1
0" 4"
1' - 6 1/2" 1' - 6 1/2"
9' - 2"
5'
- 4
1'
- 5
3"
REINFORCEMENT (#4 BARS)
AT MID - SLAB THICKNESS (6" TH.)
TY
PI
CA
L
2" C
LE
AR
1'
- 1
3"
1'
- 1
1'
- 2
3" 1'
- 2
CABLE TRAINING OPENING
ELECTRICAL JUNCTION BOX PAD I:
EQUIPMENT PLAN DIMENSION : 6' - 1" (L) X 2' - 11"'(W)
PAD DIMENSION : 9' - 2" (L) X 5' - 4" (W) X 6" (TH.)
3"5' - 7"
ELECTRICAL JUNCTION
BOX EQUIPMENT
OUTLINE
BETWEEN BARS AT OPENING, TYP.
3" O.C. SPACING
1' - 2" 3" 5" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 5" 3" 1' - 2"
REBAR SPACINGS
RE
BA
R
SP
AC
IN
GS
A3 S501
NOTES:
1. COORDINATE ELECTRICAL JUNCTION BOX LOCATION AND CABLE WELL WITH
CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS.
2. CHAMFER (BEVEL) ALL CABLE TRAINING INTERIOR EDGES @ 45 DEGREE
1'
- 0
9"
1'
- 1
0" 4"
1' - 6 1/2" 1' - 6 1/2"
8' - 3"
5'
- 4
1'
- 5
3" 4' - 8" 3"
2" CLEAR
REINFORCEMENT (#4 BARS)
AT MID - SLAB THICKNESS (6" TH.)
TY
PI
CA
L
2" C
LE
AR
BETWEEN BARS AT OPENINGS, TYP
3" OC SPACING
1'
- 1
3"
1'
- 1
1'
- 2
3" 1'
- 2
CABLE TRAINING OPENING
ELECTRICAL JUNCTION BOX PAD II:
EQUIPMENT PLAN DIMENSION : 5' - 2" (L) X 2' - 11"'(W)
PAD DIMENSION : 8' - 3" (L) X 5' - 4" (W) X 6" (TH.)
ELECTRICAL JUNCTION
BOX EQUIPMENT
OUTLINE
1' - 1" 3" 6" 1' - 0" 1' - 0" 1' - 0" 1' - 0" 6" 3" 1' - 1"
REBAR SPACINGS
RE
BA
R
SP
AC
IN
GS
A3 S501
6"
CHAMFER TO INTERIOR EDGES
OF CABLE WELL AND ALL PAD
SLAB TOP EDGES
(3/4"x3/4" AT 45 DEGREE)
#4 BARS
AS SHOWN ON
PLAN
CRUSHED VDOT #57 STONE
COMPACTED EXISTING GRADE
6"
CONCRETE PAD3"4"
2"
6"
FINISHED GRADE
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
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AV
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F
AC
IL
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S
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M S
C O
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AN
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DRAWFORM REVISION: 14 SEP 2023
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
NA
VA
L F
AC
ILI
TI
ES
E
NG
IN
EE
RI
NG
S
YS
TE
MS
C
OM
MA
ND
MI
D-
AT
LA
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IC
N
AV
AL
S
TA
TI
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12,944,659
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05/05/2026
DAVE BURNETTE
1806349
N/A
N O
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FO
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IN
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N
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J. MILLER, P.E.
D. GREGORY, P.E.
MI
DL
AN
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DC
C
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S5
JANICE D. FISHBURN, P.E.
SCALE: 3/4" = 1'-0"A1 PAD DETAILS FOR ELECTRICAL JUNCTION BOX I (PLAN)
SCALE: 3/4" = 1'-0"A4 PAD DETAILS FOR ELECTRICAL JUNCTION BOX II (PLAN)
SCALE: 1" = 1'-0"A3 SECTION 1
MA
RK
D
ES
CR
IP
TI
ON
DA
TE
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
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AR
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C
R
IP
TI
O
N D
AT
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DRAWFORM REVISION: 14 SEP 2023
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
GENERAL NOTESABBREVIATIONS
GENERAL DEMOLITION NOTES
GENERAL
SITE
ELECTRICAL PROJECT NOTES:
EL
EC
TR
IC
AL
S
YM
BO
LS
L
EG
EN
D A
BB
RE
VI
AT
IO
NS
A
ND
N
OT
ES
DNB DNB JAT
AS NOTED
12,944,660
ES001
J. MORTON, P.E.
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
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RI
NG
S
YS
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S
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AN
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TL
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MI
DL
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T
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CC
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OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
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IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
ELECTRICAL SEQUENCE OF
CONSTRUCTION
SP35
SP254 SP256
SP384
SP296
SP15
SP16
SP250
SP108
SP364
SP30
SP40
SP124
SP256
SP257
SP132
SP12
SP35
SP362
SP254
SP383
SP366
SP250
SP254
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
ELECTRICAL SITE PLAN - DEMOLITION
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
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
SP
-3
RE
PL
AC
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UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ED101
MATCHLINE SHEET ED102
PLA
NORTH
ED101
ED102
ED103
ED104
KEYPLAN
SP256
SP254
SP250
SP383
SP254 SP366
ELECTRICAL SITE PLAN - DEMOLITION
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ED102
MATCHLINE SHEET ED103
MATCHLINE SHEET ED101
PLA
NORTH
ED101
ED102
ED103
SP257SP362
SP366
ELECTRICAL SITE PLAN - DEMOLTION
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
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C
SP
-3
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PL
AC
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UN
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RO
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D
CA
BL
IN
G
IN
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AR
EA
ED103
MATCHLINE SHEET ED102
PLA
NORTH
M
ATCHLINE SHEET ED104
GRAPHIC SCALE
CD101
CD102
CD103
CD104
GRAPHIC SCALE
KEYPLAN
CD101
CD102
CD103
CD104
ED101
ED102
ED103
SP364
SP384
SP296
SP15
SP16
SP250
SP108
SP364
SP30
SP40
SP124
SP256
SP257
SP132
SP12
SP35
SP362
SP254
SP383
SP366
SP250
SP254
ELECTRICAL SITE PLAN - DEMOLTION
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ED104
PLA
NORTH
M
ATCHLINE SHEET ED103
ED101
ED102
ED103
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
EX
IS
TI
NG
M
AN
HO
LE
D
ET
AI
LS
DE
MO
LIT
IO
N
DNB DNB JAT
AS NOTED
12,944,665
ED501
J. MORTON, P.E.
NOT TO SCALE
EXISTING MANHOLE SP-42A DETAIL - DEMOLITIONB3 NOT TO SCALE
EXISTING MANHOLE SP-42B DETAIL - DEMOLITIONB4
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
DESCRIPTION VOLTAGE LGTHSIZE INSULID
SW115-3 TO SW111-1
SW110-3 TO SP381N, SP381W, SP383
SW165-3 TO SW131-2
SW115-1 TO SW153-1
SW111-4 TO SP254, SP256, SP257, SP362, SP364, SP366
SW111-2 TO SW111-1
SW110-1 TO SW113-2
SW111-3 TO SW112-2
15KV 500MCM
15KV
15KV
15KV
15KV
15KV
15KV
15KV
500MCM
500MCM
500MCM
4/0
500MCM
500MCM
500MCM
EPR
UNK
EPR
EPR
EPR
EPR
EPR
EPR
UNK
UNK
UNK
UNK
UNK UNK UNK UNK UNK POOR SOUTH OF BLDG SP35UNK
NOT TO SCALE
EXISTING MANHOLE SP-42 DETAIL - DEMOLITIONB1
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
EX
IS
TI
NG
M
AN
HO
LE
D
ET
AI
LS
DE
MO
LIT
IO
N
DNB DNB JAT
AS NOTED
12,944,666
ED502
J. MORTON, P.E.
NOT TO SCALE
MANHOLE SP-42D DETAIL - DEMOLITIONB3 NOT TO SCALE
MANHOLE SP-42E DETAIL - EXISTING/DEMOLITIONB4
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
1 11
NOT TO SCALE
MANHOLE SP-42C DETAIL - DEMOLITIONB1
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
U/S 750
U/S 500
SP366
U/S 500
SP254B
SP364(1)
SP362
SP256A
SP256B
SP364(2)
SP257
SW 111 (sf6)
FM SW112
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
ON
E-
LIN
E
DI
AG
RA
M
- D
EM
OL
IT
IO
N
DNB DNB JAT
AS NOTED
12,944,668
ED601
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
KEYNOTES
1. EXISTING EQUIPMENT TO REMAIN.
2. DEMOLISH CABLING. REFER TO SHEET ED701 FOR CABLE SCHEDULE.
3. EXISTING CABLE TO REMAIN.
NOT TO SCALE
PARTIAL ONE-LINE DIAGRAM - DEMOLITION
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
CA
BL
E
SC
HE
DU
LE
DE
MO
LIT
IO
N
DNB DNB JAT
AS NOTED
12,944,667
ED701
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
ELECTRICAL SITE PLAN
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ES101
MATCHLINE SHEET ES102
PLA
NORTH
KEYPLAN
ES101
ES103
ES104
ES102
SP256
SP254
SP250
SP383
SP254 SP366
SP384
SP296
SP15
SP16
SP250
SP108
SP364
SP30
SP40
SP124
SP256
SP257
SP132
SP12
SP35
SP362
SP254
SP383
SP366
SP250
SP254
ELECTRICAL SITE PLAN
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ES102
MATCHLINE SHEET ES103
MATCHLINE SHEET ES101
PLA
NORTH
ES101
ES102
ES103
ES104
SP257SP362
SP366
SP254 SP366
ELECTRICAL SITE PLAN
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ES103
MATCHLINE SHEET ES102
PLA
NORTH
M
AT
CH
LI
NE
S
HE
ET
E S1
ES101
ES102
ES103
SP364
SP384
SP296
SP15
SP16
SP250
SP108
SP364
SP30
SP40
SP124
SP256
SP257
SP132
SP12
SP35
SP362
SP254
SP383
SP366
SP250
SP254
ELECTRICAL SITE PLAN
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
GENERAL SHEET NOTES
GRAPHIC SCALE
KEYNOTES
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
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
ES104
PLA
NORTH
M
ATCHLINE SHEET ES103
ES101
ES102
ES103
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
MA
NH
OL
E
DE
TA
ILS
DNB DNB JAT
AS NOTED
12,944,673
ES501
J. MORTON, P.E.
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
DESCRIPTION VOLTAGE LGTHSIZE INSULID
SW115-3 TO SW111-1
SW110-3 TO SP381N, SP381W, SP383
SW165-3 TO SW131-2
SW115-1 TO SW153-1
SW111-4 TO JB-1 WAY #1
SW111-2 TO SW111-1
SW110-1 TO SW113-2
SW111-3 TO SW112-2
15KV
15KV
15KV
15KV
15KV
15KV
15KV
15KV
4/0
EPR
UNK
EPR
EPR
EPR
EPR
EPR
EPR
UNK
UNK
UNK
UNK
UNK UNK UNK UNK UNK POOR SOUTH OF BLDG SP35UNK
NTS
MANHOLE SP-42 DETAILB1 NTS
MANHOLE SP-42A DETAILB2 NTS
MANHOLE SP-42B DETAILB4
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
4/0 4/0 4/0 4/0
4/0 4/0 4/0
UNK
UNK
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
MA
NH
OL
E
DE
TA
ILS
DNB DNB JAT
AS NOTED
12,944,674
ES502
J. MORTON, P.E.
(THIS SHEET ONLY)GENERAL SHEET NOTES KEYNOTES
NTS
MANHOLE SP-42C DETAILB1 NTS
MANHOLE SP-42D DETAILB2 NTS
MANHOLE SP-42E DETAILB4
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
TE
RM
IN
AT
IO
N
CA
BI
NE
T
DE
TA
ILS
DNB DNB JAT
AS NOTED
12,944,675
ES503
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
NOT TO SCALE
600A ABOVEGROUND TERMINATION CABINET (TYPICAL)
A1
AF-1APRIL 2015
GENERAL ARC FLASH WARNING LABEL
SKETCH DATE STYLE
FINISHED GRADE
CABLE WELL
CONCRETE PAD
REFER TO SHEET
S-XXX
COMPACTED SOIL BACKFILL
REFER TO SHEET S-XXX
DUCT/CONDUIT (SIZE AS INDICATED
IN FEEDER SCHEDULE)
3/4" X 10' COPPERCLAD
GND ROD
CONCRETE DUCT ENVELOPE
#4/0 BARE COPPER GND IN
PRIMARY DUCTBANK
#4/0 COPPER GROUND GRID IN PAD
CONCRETE STEP 12"AFG
FOR SWITCHES ONLY
CONDUIT END BELL
MINIMUM 22" FROM TOP OF
CONCRETE
TERMINATION CABINET SECTION THROUGH CABLE WELL
C1
TERMINATION CABINET PAD (6" THICK), TYPICAL OF ONE LOCATION
C4
12" 12"
SIZED FOR JUNCTION BOX (JB)
SI
ZE
D
FO
R
JU
NC
TI
ON
B
OX
(J
B)
REINFORCED CONCRETE PAD
6" LAYER COMPACTED
VDOT 57 STONE
6" LAYER COMPACTED
VDOT 57 STONE
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
EL
EC
TR
IC
AL
D
ET
AI
LS
DNB DNB JAT
AS NOTED
12,944,676
ES504
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
4/0AS11.5
KV W 4TO W - 2 7
4- 2 6 S
CABLE TAG DETAILS
D1
6-WAY DUCTBANK DETAIL
C3
6" LAYER COMPACTED
VDOT 57 STONE
2-WAY DUCTBANK DETAIL
A1 1-WAY DUCTBANK DETAIL
A3
0/
U/S 750
U/S 500
SP366
U/S 500
SP254B
SP364(1)
SP362
SP256A
SP256B
SP364(2)
SP257
SW 111 (sf6)
JB-1
JB-2
FM SW 112
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
ON
E-
LIN
E
DI
AG
RA
M
DNB DNB JAT
AS NOTED
12,944,678
ES601
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
N/A
KEYNOTES
1. CIRCUIT FROM SW111 WAY #4 TO TO JUNCTION BOX (JB-1) WAY #1
2. PROVIDE A PAD MOUNTED, 6-WAY, 600A ABOVE GROUND JUNCTION BOX
(JB-1).
3. CIRCUIT FROM JUNCTION BOX (JB-1) WAY #2 TO SP-254B SUBSTATION.
4. CIRCUIT FROM JUNCTION BOX (JB-1) WAY #3 TO SP-256A XFMR.
5. CIRCUIT FROM JUNCTION BOX (JB-1) WAY #4 TO SP-256B SUBSTATION.
6. CIRCUIT FROM JUNCTION BOX (JB-1) WAY #5 TO TO JUNCTION BOX (JB-2)
WAY #1.
7. PROVIDE A PAD MOUNTED, 5 WAY, 600A, ABOVE GROUND JUNCTION BOX
(JB-2).
8. CIRCUIT FROM JUNCTION BOX (JB-2) WAY #2 TO SP-257 XFMR.
9. CIRCUIT FROM JUNCTION BOX (JB-2) WAY #3 TO SP-366 SUBSTATION.
10. CIRCUIT FROM JUNCTION BOX (JB-2) WAY #4 TO SP-362 XFMR.
11. CIRCUIT FROM JUNCTION BOX (JB-2) WAY #5 TO SP-364 (1) AND SP-364(2).
12. JUNCTION BOX (JB-1) WAY #6 PROVIDED FOR FUTURE USE.
13. EXISTING CIRCUIT IN EMH-SP-42D TO REMAIN.
NOT TO SCALE
PARTIAL ONE-LINE DIAGRAM
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
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
DRAWFORM REVISION: 14 SEP 2023
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
CA
BL
E
SC
HE
DU
LE
DNB DNB JAT
AS NOTED
12,944,677
ES701
J. MORTON, P.E.
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
DL
AN
T
- R
OI
CC
N
OR
FO
LK
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V
A
NA
VA
L
ST
AT
IO
N
NO
RF
O
LK
, V
IR
G
IN
IA
SP
-3
RE
PL
AC
E
UN
DE
RG
RO
UN
D
CA
BL
IN
G
IN
S P
AR
EA
JANICE D. FISHBURN, P.E.
05-05-26
DAVE BURNETTE
J. MILLER, P.E.
N/A
1806349
| Sheets and Views |
| G-001 COVER SHEET |
| NFM STANDARD SHEETSET ELEC.pdf |
| Sheets and Views |
| ES001 ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS AND NOTES |
| ED101 ELECTRICAL SITE PLAN - DEMOLITION |
| ED102 ELECTRICAL SITE PLAN - DEMOLITION |
| ED103 ELECTRICAL SITE PLAN - DEMOLITION |
| ED104 ELECTRICAL SITE PLAN - DEMOLITION |
| ED501 EXISTING MANHOLE DETAILS - DEMOLITION |
| ED502 EXISTING MANHOLE DETAILS - DEMOLITION |
| ED601 ONE-LINE DIAGRAM - DEMOLITION |
| ED701 CABLE SCHEDULE - DEMOLITION |
| ES101 ELECTRICAL SITE PLAN |
| ES102 ELECTRICAL SITE PLAN |
| ES103 ELECTRICAL SITE PLAN |
| ES104 ELECTRICAL SITE PLAN |
| ES501 MANHOLE DETAILS |
| ES502 MANHOLE DETAILS |
| ES503 TERMINATION CABINET DETAILS |
| ES504 ELECTRICAL DETAILS |
| ES602 PARTIAL ONE-LINE DIAGRAM |
| ES701 CABLE SCHEDULE |
| NFM STANDARD SHEETSET ELEC.pdf |
| Sheets and Views |
| ES001 ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS AND NOTES |
| ED101 ELECTRICAL SITE PLAN - DEMOLITION |
| ED102 ELECTRICAL SITE PLAN - DEMOLITION |
| ED103 ELECTRICAL SITE PLAN - DEMOLITION |
| ED104 ELECTRICAL SITE PLAN - DEMOLITION |
| ED501 EXISTING MANHOLE DETAILS - DEMOLITION |
| ED502 EXISTING MANHOLE DETAILS - DEMOLITION |
| ED601 ONE-LINE DIAGRAM - DEMOLITION |
| ED701 CABLE SCHEDULE - DEMOLITION |
| ES101 ELECTRICAL SITE PLAN |
| ES102 ELECTRICAL SITE PLAN |
| ES103 ELECTRICAL SITE PLAN |
| ES104 ELECTRICAL SITE PLAN |
| ES501 MANHOLE DETAILS |
| ES502 MANHOLE DETAILS |
| ES503 TERMINATION CABINET DETAILS |
| ES504 ELECTRICAL DETAILS |
| ES601 ONE-LINE DIAGRAM |
| ES701 CABLE SCHEDULE |
| G-001-G-001 COVER SHEET.pdf |
| Sheets and Views |
| G-001 COVER SHEET |
| NFM STANDARD SHEETSET CIVIL.pdf |
| Sheets and Views |
| C-001 ABBREVIATIONS, LEGEND, AND GENERAL NOTES |
| CD101 EXISTING CONDITIONS & DEMOLITION PLAN |
| CD102 EXISTING CONDITIONS & DEMOLITION PLAN |
| CD103 EXISTING CONDITIONS & DEMOLITION PLAN |
| CD104 EXISTING CONDITIONS & DEMOLITION PLAN |
| CS101 CIVIL SITE PLAN |
| CS102 CIVIL SITE PLAN |
| CS103 CIVIL SITE PLAN |
| CS104 CIVIL SITE PLAN |
| C-501 CIVIL DETAILS |
| 1806349-CD101-CD102 EXISTING CONDITIONS & DEMOLITION PLAN.pdf |
| Sheets and Views |
| CD102 EXISTING CONDITIONS & DEMOLITION PLAN |
| 1806349-CS101-CS102 CIVIL SITE PLAN.pdf |
| Sheets and Views |
| CS102 CIVIL SITE PLAN |
2026-07-02T12:13:34-0400
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File details come from the government source that posted it. Updated .