02-Phase I Electrical Drawings.pdf
PDF 35 MB Posted
- Solicitation number
- N4008524R2510
About this file
This document provides details for a federal contract solicitation to repair taxiway pavements at Naval Air Station Oceana in Virginia. The solicitation number is N4008524R2510 and is seeking a contractor to fully replace existing concrete pavement for Taxiways Alpha and Bravo, portions of Taxiways Papa and connecting ladder taxiways near fuel pits and aprons. The work also includes improvements to the stormwater system. The solicitation is being conducted by the Department of the Navy Naval Facilities Engineering Command and according to the document, interested offerors should review the solicitation and all attachments for full details on products, services, and response requirements.
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GENERAL NOTES:
AIRFIELD LIGHTING SCOPE OF WORK
ELECTRICAL DEMOLITION GENERAL NOTES:
E-001
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
RCH RCH JWL
AIRFIELD LIGHTING DEMOLITION LEGEND:
AIRFIELD LIGHT FIXTURE COLOR LEGEND:
ELECTRICAL LEGEND NOTES:
TYPICAL AIRFIELD LIGHTING CONSTRUCTION CALLOUT:
AIRFIELD LIGHING CONSTRUCTION LEGEND:
WORK AFFECTING OCEANA OPERATIONS:
WIRE SEPARATION NOTES:
E-002
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
I
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Notes_Base.dwg
GROUNDING:
GENERAL POWER:
CONDUIT FEEDERS & BRANCH CIRC:
PANELBOARDS:
MISCELLANEOUS: SINGLE LINE:
ENVIRONMENTAL:
SECURITY:
FOREIGN OBJECT DAMAGE (FOD):
E-003
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Notes_Base.dwg
ABBREVIATIONS
E-004
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Notes_Base.dwg
X
X
N
CALA PAD
TOW WAY
DITCH D1
DITCH D
DITCH D DITCH D DITCH D
DITCH D1
DITCH D1
CALA PAD
DITCH D1
DITCH D
DITCH D1
DITCH D
TRASH BOOM NO. 1
WORK PACKAGE "A"
WORK PACKAGE "A"
WORK PACKAGE "A"
WORK PACKAGE "A"
WORK PACKAGE "A"
WORK PACKAGE "A"
WORK PACKAGE "T1"
WORK PACKAGE "B"
WORK PACKAGE "B"
WORK PACKAGE "B"
WORK PACKAGE "T2"WORK PACKAGE "T1"
WORK PACKAGE "T1" WORK PACKAGE "T1"
WORK PACKAGE "T2"
W O
RK
P
AC
KA
G E
"B
WORK PACKAGE "T2"
WORK PACKAGE "C" WORK PACKAGE "C"
WORK PACKAGE "T2"
WORK PACKAGE "D"
WORK PACKAGE "D"
WORK PACKAGE "D"
(ROUGH GRADING
FOR COMPASS
CALIBRATION PAD,
UTILITY AND STORM
WORK THIS AREA)
WORK
PACKAGE
"O"
WORK
PACKAGE
"F"
WORK PACKAGE "E" WORK PACKAGE "M" WORK PACKAGE "M"
WORK PACKAGE "N"
WORK
PACKAGE
"N"
WORK PACKAGE "D"
A T1 B T2 C
CALA PAD
DITCH-D
DITCH-D1
CRUSHER PLANT
LAYDOWN AREA
CONCRETE PLANT
BARRIERS
AIRCRAFT
PARKING
LINE 10
FIRE HYDRANT
POST 6
MONITORING WELLS
FIRE HYDRANT
HAUL
ROUTE
16" SFM
12" WATER MAIN
STORM
STORM STORM
LEGEND GENERAL PHASING NOTES ELECTRICAL PHASING NOTES
GRAPHIC SCALE
E-005
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
E-006
DEMOLITION KEYNOTES GENERAL DEMOLITION SHEET NOTES
³
NEW WORK KEYNOTESGENERAL SHEET NOTES
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Notes_Base.dwg
TA
XI
W
AY
A
TAXIWAY ALPHA TAXIWAY ALPHA
TAXIWAY ALPHA TAXIWAY ALPHATAXIWAY ALPHATAXIWAY ALPHATAXIWAY ALPHATAXIWAY ALPHATAXIWAY ALPHA
RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L
RUNWAY 5R-23L
RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L RUNWAY 5R-23L
TA
XI
W
AY
A
TOW WAYTOW WAY
TA
XI
W
AY
A
TA
XI
W
AY
A
TOW WAY TOW WAY
TA
XI
W
AY
A
TA
XI
W
AY
A
APRON APRON
TAXIWAY TRANSITION
TAXIWAY ALPHA
TA
XI
W
AY
B
RA
VO RU
NW
AY
4R
-3 2L
TAXIW
AY BRAVO
TAXIW
AY BRAVO
TAXIW
AY BRAVO
TA
XI
W
AY
B
RA
VO
TAXIW
AY BRAVO
TAXIW
AY BRAVO
TAXIWAY PAPA
TAXIWAY PAPA
TAXIWAY TRANSITION
TAXIWAY TRANSITION
RU
4R
-3 2L
RUNW
AY 14R-32L
RUNW
AY 14R-32L
RUNW
AY 14R-32L
RUNW
AY 32L UNDERRUN
RUNW
AY 32R UNDERRUN
RUNW
AY 32L UNDERRUN
RUNW
AY 32R UNDERRUN
TAXIWAY BRAVO 3
TOW WAY
RU
4L
-3 2R
TAXIWAY ALPHA TAXIWAY ALPHA
CALA PAD
TAXIW
AY BRAVO
RUNW
AY 32L UNDERRUN
RUNW
AY 32L UNDERRUN
HORNET DR
TH
S T
TAXIW
AY BRAVO
TAXIW
AY BRAVO
RUNWAY 5L-23R
N
ED121 ES101
ED101 EA101
ED122 ES102
ED102 EA102
ED123 ES103
ED103 EA103
ED124 ES104
ED104 EA104
ED125 ES105
ED105 EA105
ED126 ES106
ED106 EA106
ED123AES103A
ED123BES103B
ES100ES100ES100
GRAPHIC SCALE
E-007
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_E_Alpha Site Key Map.dwg
X X X X X X X X X X
XI
W
AY
A
TAXIWAY ALPHA
RUNWAY 5R-23L
TOW WAY
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED101
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
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
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED102
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
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N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
ED
+0
+0
+0
+0
+0
+0
+0
+0
+0
BP: 20+00.00
X X
X
X
XXXXX X X X X X X X X X X X X X X X X X X X XXXXXX
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 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 X
X
X X
X
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED103
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
ED
XXXXXXXXXXXXXXX
X X X X X X X X X X X X X X
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED104
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
ED
+0
+0
+0
+0
+0
+0
+0
BP: 30+00.00
EP: 35+00.69
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
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
X
X
X
XX
X
X X
X X
X X
X X
X X
X
X
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED105
JAS
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
DC
C
OR
E
NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
G
IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
ED
XXX
X X XXX
X X
X
XX
X X
X X X X X
N
M
AT
C H
LI
N
E
SH
EE
T
ED
ED106
JAS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
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YS
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M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
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MI
DL
AN
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DC
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OR
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NA
VA
L S
TA
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ON
NO
RF
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K, V A
NA
VA
L
AI
R
ST
AT
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N O
CE
AN
A
VI
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IN
IA
B
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, V
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IA
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PA
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AX
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P
AV
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P
HA
SE
CC/SPR
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DSN
1635836
KEY PLAN
GRAPHIC SCALE
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
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R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
ED
N
N N
ED120
KEY PLAN
GRAPHIC SCALE
N
M
AT
CH
LI
NE
'A
' T
HI
S
SH
EE
T
M
AT
CH
LI
NE
S
HE
ET
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M
AT
CH
LI
NE
'A ' T
HI
S
SH
EE
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M
AT
CH
LI
NE
'B
' T
HI
S
SH
EE
T
M
AT
CH
LI
NE
'B
' T
HI
S
SH
EE
T
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
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: P
HA
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
XI
W
AY
A
TAXIWAY ALPHA
RUNWAY 5R-23L
TOW WAY
N
ED121
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
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A N
D
RE
PA
IR
T
AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
TAXIWAY ALPHA
RUNWAY 5R-23L
TOW WAY
N
ED122
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
0 DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
RE
PA
IR
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AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
TA
XI
W
AY
A
TOW WAY
CALA PAD
N
ED123
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
MATCHLINE SHEET ED123A
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
RE
PA
IR
T
AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
ED123A
GRAPHIC SCALE
KEY PLAN
N
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
MATCHLINE SHEET ED123B
MATCHLINE SHEET ED123
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
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PA
IR
T
AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
HORNET DR
TH
S T
N
ED123B
GRAPHIC SCALE
KEY PLAN
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
MATCHLINE SHEET ED123A
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
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D
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PA
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AX
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AY
P
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TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
N
ED124
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
RE
PA
IR
T
AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
TA
XI
W
AY
A
TA
XI
W
AY
A
TOW WAY
N
ED125
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
MATCHLINE SHEET ED1**
DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
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PA
IR
T
AX
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AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
TOW WAY
TA
XI
W
AY
A
APRON
N
ED126
GRAPHIC SCALE
KEY PLAN
N
M
AT
CH
LI
NE
S
HE
ET
E D1
P
HA
SE
II
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E D1
, S
TA
0 DEMOLITION KEYNOTES
GENERAL SHEET NOTES
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ED_Alpha Demolition Plan.dwg
ED601
JAS
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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K, V A
NA
VA
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P
AV
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T:
P
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SE
CC/SPR
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DSN
1635836
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
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S
EN
G
IN
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R
IN
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S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
ELECTRICAL DEMOLITION LIGHTING SCHEDULE
ED602
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
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-A
TL
AN
TI
C
MI
DL
AN
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DC
C
OR
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NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
IR
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IN
IA
RE
PA
IR
T
AX
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P
AV
EM
EN
T:
P
HA
SE
CC/SPR
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DSN
1635836
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
ELECTRICAL DEMOLITION LIGHTING SCHEDULE
M
AT
C H
LI
N
E
SH
EE
T
EA
EA101
JAS
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
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DC
C
OR
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NA
VA
L S
TA
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ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
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N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
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, V
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IN
IA
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PA
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AX
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P
AV
EM
EN
T:
P
HA
SE
CC/SPR
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DSN
1635836
KEY PLAN
GRAPHIC SCALE
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
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R
IN
G
S
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TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
II
M
AT
C H
LI
N
E
SH
EE
T
EA
EA102
JAS
NA
VA
L
FA
CI
LI
TI
ES
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NG
IN
EE
RI
NG
S
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M
S
CO
M M
AN
D
- M
ID
-A
TL
AN
TI
C
MI
DL
AN
T
DC
C
OR
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NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
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ST
AT
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N O
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AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
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IN
IA
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PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
EA
II
II
II II
II
+0
+0
+0
+0
+0
+0
+0
+0
+0
BP: 20+00.00
N
M
AT
C H
LI
N
E
SH
EE
T
EA
EA103
JAS
NA
VA
L
FA
CI
LI
TI
ES
E
NG
IN
EE
RI
NG
S
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TE
M
S
CO
M M
AN
D
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ID
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TL
AN
TI
C
MI
DL
AN
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DC
C
OR
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NA
VA
L S
TA
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ON
NO
RF
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K, V A
NA
VA
L
AI
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ST
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N O
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AN
A
VI
RI
G
IN
IA
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EA
CH
, V
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IA
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PA
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AX
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P
AV
EM
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T:
P
HA
SE
CC/SPR
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DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
EA
M
AT
C H
LI
N
E
SH
EE
T
EA
EA104
JAS
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
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DC
C
OR
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NA
VA
L S
TA
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ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
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N O
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AN
A
VI
RI
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IN
IA
B
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CH
, V
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IN
IA
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
N
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
C H
LI
N
E
SH
EE
T
EA
II II
II
II
II
II II
II
II
M
AT
C H
LI
N
E
SH
EE
T
EA
EA105
JAS
NA
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P
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CC/SPR
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DSN
1635836
KEY PLAN
GRAPHIC SCALE
N
D
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A
B
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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F
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D
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AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023M
AT
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DSN
1635836
KEY PLAN
GRAPHIC SCALE
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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M
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C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
M
AT
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KEY PLAN
GRAPHIC SCALE
N
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M
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³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
N A
V A
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FA
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: P
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
TA
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A
TAXIWAY ALPHA
RUNWAY 5R-23L
TOW WAY
KEY PLAN
GRAPHIC SCALE
N
M
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S
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S
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³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
ES101
N A
V A
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FA
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N G
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
RUNWAY 5R-23L
TOW WAY
ES102
KEY PLAN
GRAPHIC SCALE
N
M
AT
CH
LI
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S
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ET
E S1
, S
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M
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NEW WORK KEYNOTES
GENERAL SHEET NOTES
N A
V A
L
FA
C
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S E
N G
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E R
IN
G
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: P
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
RUNWAY 5R-23L
TA
XI
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AY
A
TOW WAY
CALA PAD
II
II
II
II
II II
II
ES103
KEY PLAN
GRAPHIC SCALE
N
M
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CH
LI
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S
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ET
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TA
M
AT
CH
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S
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MATCHLINE SHEET ES103A
³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
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
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PA
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
ES103A
KEY PLAN
GRAPHIC SCALE
N
MATCHLINE SHEET ES103B
³
NEW WORK KEYNOTES
GENERAL SHEET NOTESMATCHLINE SHEET ES103
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
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S
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: P
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SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
HORNET DR
TH
S T
N
ES103B
KEY PLAN
GRAPHIC SCALE
N
MATCHLINE SHEET ES103A
³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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M S
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M M
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PA
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P
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: P
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SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
RUNWAY 5R-23L
ES104
KEY PLAN
GRAPHIC SCALE
N
M
AT
CH
LI
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S
HE
ET
E S1
, S
TA
M
AT
CH
LI
NE
S
HE
ET
E S1
, S
TA
³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
S Y
S
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
X
TAXIWAY ALPHA
RUNWAY 5R-23L
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A
TA
XI
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KEY PLAN
GRAPHIC SCALE
N
M
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S
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TA
M
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MATCHLINE SHEET ES114
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NEW WORK KEYNOTES
GENERAL SHEET NOTES
N A
V A
L
FA
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IT
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S E
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IN
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E R
IN
G
S Y
S
TE
M S
C O
M M
A N
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PA
IR
T
AX
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AY
P
AV
EM
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TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
RUNWAY 5R-23L
TOW WAY
TA
XI
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AY
A
APRON
II IIII
II
ES106
KEY PLAN
GRAPHIC SCALE
N
M
AT
CH
LI
NE
S
HE
ET
E S1
P
HA
SE
II
, S
TA
M
AT
CH
LI
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S
HE
ET
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TA
³
NEW WORK KEYNOTES
GENERAL SHEET NOTES
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
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PA
IR
T
AX
IW
AY
P
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: P
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Alpha Electrical Site Plan.dwg
PROVIDE FLEXIBLE LIQUID SEALER
(P-605) BETWEEN FLANGE RING,
TOP SECTION AND PAVEMENT
RECONNECT L-823
PRIMARY CONNECTOR
(TYP)
DISCONNECT L-823
PRIMARY CONNECTOR
(TYP)
DISCONNECT GROUND
STRAP
REMOVE ELEVATED LIGHT
FIXTURE AND BASE PLATE,
STORE FOR REINSTALLATION
REMOVE ISOLATION
TRANSFORMER AND STORE
FOR RECONNECTION
PRIMARY CONDUCTORS
BASE CAN
FOUNDATION
TO
REMAIN
PRIMARY CONDUIT
CORE DRILL 1 IN DIA.
LARGER THAT BASE TOP
SECTION, REMOVE AND
DISPOSE OF TOP
SECTION
INSTALL 1/2" STEEL
COVER ON BASE
BOTTOM SECTION,
SURVEY CENTER
POINT OF COVER
SURROUNDING
PAVEMENT IS REMOVED
SEE CIVIL PLANS
SURROUNDING
PAVEMENT IS REMOVED
SEE CIVIL PLANS
SHOULDER PAVEMENT
IS INSTALLED AROUND
BASE CAN
CORE DRILL 2" DIA HOLE ON
SURVEYED CENTER MARK TO
IDENTIFY BASE CENTER THEN
CORE DRILL 13" DIA HOLE ON
SURVEYED CENTER MARK
CL
13" CORE
2" CORE
RE-INSTALL ELEVATED LIGHT
FIXTURE AND BASE PLATE
RE-INSTALL ISOLATION
TRANSFORMER
RE-CONNECT GROUND
STRAP TO BASE CAN
GROUND LUG
PROVIDE AND INSTALL BASE
CAN TOP SECTION TO GRADE,
PROVIDE AND INSTALL
STAINLESS STEEL BOLTS,
UTILIZE A MAXIMUM OF 3
SPACER RING, IF REQUIRED TO
BRING BASE TO GRADE
BASE MOUNTED ELEVATED FIXTURE INSTALLATION RE-INSTALLED OF ADJUSTED BASE
STEP 1 STEP 2 STEP 3 STEP 4
1. THIS PROCEDURE IS APPLICABLE TO LIGHT FIXTURE BASES BEING ADJUSTED TO MEET CHANGE IN SHOULDER ELEVATION A MAXIMUM 6-INCHES LOWER OR MAXIMUM 12-INCHES HIGHER, SEE ED & EA PLANS AND ED600 & EA600 SERIES LIGHTING SCHEDULES.
DETAIL NOTES:
EDGE LIGHTING DIRECT BURIED DUCT/ CONDUIT DETAIL
(NAVY)
SCALE: NTS
3" (75mm)
3" (75mm)3"
(7 5m m
3" (7
5m m
1' -6
0m m
) M
IN
(N O
TE
FULL STRENGTH
PAVEMENT
3" (75mm)
8" T
O
2" (2 m m
TO
m m
(N
O
TE
CENTER LINE OF LIGHT BASE CANS
FINISHED GRADE
4" (100MM) TOPSOIL
OR SHOULDER
PAVEMENT (NOTE 4)
EDGE LIGHTING DIRECT BURIED DUCT/ CONDUIT DETAIL DRAWING NOTES:
1. DUCTS UNDER FULL-STRENGTH PAVEMENT, TURF OR PAVED SHOULDERS MUST
BE INSTALLED IN A BED OF SAND BACKFILL.
2. LOCATE COUNTERPOISE ABOVE THE CONDUITS BETWEEN THE LIGHT BASE CANS.
INSTALL COUNTERPOISE 8" (200mm) TO 12" (300mm) ABOVE TOP DUCT / CONDUIT.
3. PROVIDE MINIMUM DUCT / CONDUIT SLOPE OF 0.5 PERCENT WHERE POSSIBLE.
4. WHERE DUCT OR CONDUIT IS BELOW A PAVED SHOULDER, THE PATCH MATERIAL
MUST MATCH THE EXISTING PAVEMENT.
BACKFILL MATERIAL AND
COMPACTION AS SPECIFIED IN
CONTRACT DOCUMENTS
#4 (25MM²) STRANDED BARE COPPER
COUNTERPOISE (NOTE 2)
2" (53MM) SCH 40 PVC WITH
CONDUCTORS AS REQUIRED
SAND BACKFILL (NOTE 1)
A1
C3
EA501
JAS
NA
VA
L
FA
CI
LI
TI
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NG
IN
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AN
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AN
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VA
L S
TA
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ON
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AI
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ST
AT
IO
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AN
A
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IN
IA
B
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T:
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SE
CC/SPR
EJA
DSN
1635836
D
EP
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T
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TH
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N
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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
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
1/ 2"
(1 3m m
M
AX
SCALE: NTS
IN-PAVEMENT FIXTURE INSTALLATION (DEEP BASE)
6"
1. REFER TO FIGURE 12 FOR BASE INSTALLATION DETAILS.
2. NAVY AIRFIELDS: CONNECT COUNTERPOISE TO EXTERNAL GROUNDED LUG AND
REINFORCEMENT CAGE.
3. PROVIDE 48" BRAIDED COPPER GROUND STRAP BETWEEN LIGHT BASE CAN AND LIGHT
FIXTURE. STRAP MUST BE EQUIVALENT TO NO. 6 (16mm2) CABLE.
DETAIL NOTES:
2'-0" ROUND OR SQUARE IN PAVEMENT
6" MIN1"
C
R O
W N
SCALE: NTS
BASE MOUNTED ELEVATED FIXTURE INSTALLATION
6"
GROUNDING CONNECTIONS TO LIGHT BASE CAN (NAVY)
SCALE: NTS
LIGHT BASE CAN WITH
LIGHT FIXTURE
SHOULDER
PAVEMENT
DETAIL NOTES:
DETAIL NOTES:
RE-INSTALL ELEVATED
LIGHT FIXTURE AND
BASE PLATEL-823
SECONDARY
CONNECTOR
(STYLE 8)
1. EACH LIGHT BASE CAN MUST HAVE AN EXTERNAL ONE-HOLE GROUND LUG. CONNECT AN
EXOTHERMIC ONE-HOLE LUG TO GROUNDING CABLE CONNECTED TO COUNTERPOISE.
CONNECT CABLE LUG TO BASE CAN LUG WITH BRONZE OR STAINLESS STEEL BOLTED
HARDWARE.
2. CONNECT GROUND RODS TO COUNTERPOISE AT 2000'-0" (600M) MAXIMUM SPACING FOR
STRAIGHT RUNS, USING EXOTHERMIC WELDS. DO NOT BREAK COUNTERPOISE.
3. LOCATE COUNTERPOISE ABOVE THE CONDUITS BETWEEN THE LIGHT BASE CANS.
4. INSTALL THE GROUND ROD ON THE SIDE OF THE TRENCH THAT IS CLOSEST TO THE RUNWAY
OR TAXIWAY PAVEMENT.
1. CONNECT THE COUNTERPOISE TO THE EXTERNAL GROUND LUG AND REINFORCEMENT CAGE.
2. PROVIDE 48" BRAIDED COPPER GROUNDING STRAP EQUIVALENT TO #6 WIRE.
3. BOTTOM DRAIN WHERE SHOWN ON PLANS.
GROUND LUGPAVEMENT
PROVIDE FLEXIBLE LIQUID
SEALER (P-605) BETWEEN
FLANGE RING AND PAVEMENT
GROUND STRAP (NOTE 2)
L-823 PRIMARY
CONNECTOR (TYP)
RE-INSTALL ISOLATION
TRANSFORMER
PROVIDE 3'-0" OF SLACK CABLE
TO PERMIT CONNECTION OF
PRIMARY LEADS TO BE MADE
ABOVE GROUND
TROWEL FINISHED
FORM EDGE AND TOOL
EXOTHERMIC WELD
TRANSFORMER STAND
L-867, SIZE B, CLASS I LIGHT
BASE BOTTOM SECTION
2" SCH 40 PVC CONDUIT
(PER PLAN)
THREADED HUB WHERE
SPECIFIED
EXTERNAL GROUND LUG
COPPER CONNECTOR, ONE
PER CONDUCTOR, BOLTED
TO INTERNAL GROUND LUG
INTERNAL GROUND LUG
L-867, SIZE B, CLASS I LIGHT
BASE TOP SECTION
CONNECT TO
COUNTERPOISE
1'-0" FLEXIBLE 2" PVC
CONDUIT, IF REQUIRED
CABLE #8, 5 KV L-824
TYPE B PER PLAN (TYP)
CONNECT TO REBAR
CAGE
NEOPRENE GROMMET
WHERE SPECIFIED
FIXTURE SHALL BE INSTALLED
SUCH THAT THE FIXTURE EDGE
IS +0" AND -1/16" (-1.6mm) FROM
THE PAVEMENT TOP
GROUND STRAP (NOTE 4)
ISOLATION
TRANSFORMER
PROVIDE 3'-0" (0.9M) OF
SLACK CABLE TO PERMIT
CONNECTION OF
PRIMARY LEADS TO BE
MADE ABOVE GROUND
2" (53mm) SCH 40 PVC
CONDUIT (PER PLAN)
INTERNAL GROUND LUG
COPPER CONNECTOR.
ONE PER CONDUCTOR,
BOLTED TO INTERNAL
GROUND LUG
EXTERNAL GROUND LUG
L-823 PRIMARY
CONNECTOR (TYP)
PAVEMENT
THREADED HUB WHERE
SPECIFIED
TRANSFORMER STAND
NEOPRENE GROMMET
WHERE SPECIFIED
L-868, SIZE B, CLASS I
LIGHT BASE
CONNECT TO GROUND
ROD OR COUNTERPOISE
(NOTE 2)
EXOTHERMIC WELD
1'-0" FLEXIBLE 2" PVC
CONDUIT, IF REQUIRED
CABLE #8, 5 KV L-824
TYPE B PER PLAN (TYP)
CONNECT TO REBAR
CAGE
IN-PAVEMENT LIGHT
DETAIL (DEEP BASE)
E503
L-823 SECONDARY
CONNECTOR (STYLE 8)
TYPICAL (FAA CLASS 2)
IN-PAVEMENT FIXTURE
EXOTHERMIC WELD CONNECTION TO 3/4" X
10'-0" (20mm X 3M) GROUND ROD (NOTE 2)
CENTER LINE OF LIGHT BASE CANS
FULL STRENGTH
PAVEMENT
COUNTERPOISE IN LINE
OF LIGHT BASE CANS
GROUND
LUG
#4 (25mm²)
STRANDED BARE
COPPER CABLE
(TYP) (NOTE 3)
EXOTHERMIC WELD (TYP)
STAINLESS STEEL OR BRONZE
BOLTED HARDWARE (NOTE 1)
CONCRETE AND
REINFORCEMENT CAGE,
IF PROVIDED
ONE-HOLE LUG INTEGRAL WITH
BASE CAN (NOTE 1)
ONE-HOLE EXOTHERMIC
LUG (NOTE 1)
NOTE 3
STEP 3 STEP 4 COMPLETED INSTALLATION
NOTE:
APPLY THIN LAYER OF SELF-LEVELING SILICONE
BETWEEN L-868 BASE, SPACERS, AND FLANGE RING
DIAMETER OF FLANGE RING W/
PAVEMENT RING PLUS 1 /2" (13mm)
MINIMUM 3/4"
(20mm) BOLT
PROTRUSION
3/4" (20mm)
STEP 1
(PRIOR TO PAVING)
BASE
SECTION
ALIGNMENT JIG (4-JACK)
STEP 2
(AFTER PAVING AND
COMPACTING)
HEIGHT OF
BASE,
FLANGE RING,
AND LIGHT
EQUAL
TOP
SECTION
SCALE: NTS
FLEXIBLE PAVEMENT OR OVERLAY INSTALLATION
(RECOMMENDED METHOD)
1. TYPICAL INSTALLATION IN NEW FLEXIBLE PAVEMENT OR OVERLAY OF FLEXIBLE OR RIGID (PCC) PAVEMENT.
2. TWO-PIECE STAINLESS STEEL LOCKING WASHER. DO NOT USE SPLIT-RING TYPE.
3. THE BOTTOM SECTION OF THE LIGHT BASE IS SET AT AN ELEVATION SUCH THAT THE TOP OF THE PLYWOOD COVER AND MUD PLATE IS FLUSH WITH THE SURROUNDING BASE COURSE. THE CONCRETE
ANCHOR IS POURED AND ALLOWED TO CURE FOR 24 HOURS.
4. THE JIG MAY THEN BE REMOVED AND PAVING OPERATIONS MAY BE ACCOMPLISHED.
5. ENSURE CORE DRILLING FOR THE LIGHT BASES IS ACCOMPLISHED AFTER COMPACTION HAS BEEN COMPLETED AND THE PAVEMENT HAS BEEN ACCEPTED BY THE GOVERNMENT.
6. RIGID CEMENTING COMPOUND P-606 IS USED TO FIRMLY SET THE TOP SECTION OR BASE EXTENSION IN PLACE AND BOND TO PAVEMENT. THE FLEXIBLE P-605 IS INSTALLED FROM THE TOP OF THE TOP SECTION OR BASE EXTENSION TO THE TOP OF THE FINISHED PAVEMENT SURFACE. THIS ALLOWS FUTURE ADJUSTMENT OF THE FIXTURE BY REMOVING OR ADDING SPACER RINGS WITHOUT DISRUPTION OF THE BASE. BOTH P-606 AND P-605 MUST BE SPECIFIED AS BEING COMPATIBLE WITH TYPE OF PAVEMENT BEING INSTALLED.
FLEXIBLE PAVEMENT OR OVERLAY DETAIL NOTES:
5/8" (16mm) PLYWOOD COVER & 1/8" (3mm) MUD
PLATE
FLEXIBLE PAVEMENT OR
OVERLAY
2 - 4" Ø (100mm) CORE
DRILL
INSET LIGHT FIXTURE
RIGID
CEMENTING
COMPOUND
P-606
DETAIL A
FLANGE RING
LARGE CORE DRILL
DIAMETER OF FLANGE
RING W/PAVEMENT RING
PLUS 1/2" (13mm)
NEW CONCRETE
ANCHOR EXISTING
PAVEMENT OR
COMPACTED BASE
TOP OF PAVEMENT RING 1/8" (3mm)
BELOW PAVEMENT SURFACE
FLEXIBLE LIQUID SEALER, P-605
PAVEMENT SURFACE
NOTE 2
FLANGE RING W/ PAVEMENT RING
SPACER RING AS REQUIRED
L-868 STEEL BASE
RIGID CEMENTING COMPOUND P-606
#3/8-16 HEX HEAD CERAMIC-METALLIC
FLUOROPOLYMER COATED, GRADE 2
BOLT, LENGTH IS DETERMINED BY
THICKNESS OF FLANGE AND/OR SPACER
RINGS 6 PLACES
INSET LIGHT FIXTURE1/8" (3mm) 1/8" (3mm)
FIELD ATTACHED PLUG-IN SPLICE FAA TYPE L-823
SCALE: NTS
L-823 SPLICE NOTES
1. INTERIOR PIN AND SOCKETS ARE NOT INDICATED FOR CLARITY.
2. ATTACH EACH CABLE TIE 1/8" (3mm) FROM THE MATING FACE OF THE CONNECTOR
HOUSING. TIGHTEN CABLE TIE ENOUGH TO HOLD IN PLACE WITHOUT
COMPRESSING HOUSING. TRIM OFF EXCESS CABLE TIE.
3. INSTALLATION OF L-823 AND HEAT SHRINK TUBING MUST BE IN STRICT
CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS.
HEAT SHRINK SHALL EXTEND
1 1/2" (38MM) MIN BEYOND
END OF CONNECTOR. TYP
EACH END
PLUG HOUSING
NYLON CABLE TIES
1/C, 5KV, L-824
CABLE
HEAT SHRINK TUBING W/
SEALANT AT EACH END ONLY
OVERALL HEAT SHRINK
TUBING WITHOUT SEALANT
MATING FACE OF
CONNECTOR
RECEPTACLE HOUSING
C1 C3 C5
A1
A3
EA502
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A
B
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1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
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AT
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AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
SCALE: NTS
DETAILA
SHOULDER
FULL
STRENGTH
PAVEMENT
3" (75mm)
10'-0" (3.0M)
MAXIMUM
2'-0" (600mm)
(MIN)
LIGHT BASE MOUNTING IN SHOULDER PAVEMENT PLAN
(NAVY)
3" (75mm)
9/16" (14mm) 2 1/2" (65mm)
1/ 4"
(6 m m
7 1/2" Ø (190mm)
1/
2" (1 m m
AIRFIELD ISOLATION TRANSFORMER PLATFORM
SCALE: NTS
SCALE: NTS
IN-PAVEMENT LIGHT MATERIALS1
DEEP BASE INSTALLATION IN RIGID
REFERENCE EDGE AVAILABLENO REFERENCE EDGE AVAILABLE
COMPACTED
BASE
COURSE
COMPACTED
BASE
COURSE
PAVEMENT (NEW CONSTRUCTION)
SCALE: NTS
1. INSTALL THE ALIGNMENT JIG PER THE BASE MANUFACTURER'S REQUIREMENTS. THE JIG
SHOULD BE PROVIDED WITH ADJUSTABLE LEGS FOR SETTING ELEVATION AND ALIGNMENT
PINS FOR SETTING AZIMUTH.
2. ONCE LIGHT BASES ARE SET AT CORRECT ELEVATION, CONDUIT IS INSTALLED BETWEEN THE
BASES AND REINFORCEMENT CAGES ARE FORMED AROUND THE BASE. SUFFICIENT WEIGHT,
SUCH AS SAND BAGS, SHOULD BE PLACED ON TOP OF THE JIG TO PREVENT THE LIGHT BASE
FROM FLOATING DURING CONCRETE INSTALLATION. THE CONCRETE ANCHOR IS POURED
AROUND THE BASE AND ALONG THE CONDUIT TRENCH. INSTRUCT THE CONTRACTOR TO
ENSURE THAT ALL VOIDS OR LOOSE MATERIAL BENEATH THE CONDUIT HAVE BEEN
ELIMINATED PRIOR TO ENCASING IN CONCRETE. CONCRETE SHOULD BE FLUSH WITH SUB
BASE AND NOT PROTRUDE ABOVE SUB BASE.
3. ONCE THE CONCRETE HAS CURED A MINIMUM OF 24 HOURS, THE JIG MAY BE REMOVED.
4. PAVING CANNOT COMMENCE UNTIL LIGHT BASE CONCRETE ANCHOR HAS CURED FOR 3 DAYS
OR REACHED
A STRENGTH OF 3000 PSI.
DETAIL NOTES:
SCALE: NTS
IN-PAVEMENT LIGHT DETAIL (DEEP BASE)
MAINTAIN MIN 3" (75mm)
COVER ON REBAR
TIE BAR CAGE
BASE AND ANCHOR - RIGID PAVEMENT
6" (150mm)
MIN (TYP)
CONDUIT CONDUIT
SP
EC
IF
IE
D D
EP
TH L-868
BASE
NOTE 4
NOTE 3
2" (50mm)
MIN
STD 90° HOOK
1'-0" (300mm)
MIN (TYP)
6" (150mm)
(TYP)
BASE AND ANCHOR DETAILS
(NEW CONSTRUCTION)
SCALE: NTS
1. THE USE OF MUD PLATES, SPACER RINGS, EXTENSIONS, ETC., IS DEPENDENT ON PAVING
TECHNIQUES.
2. ORIENTATION TOLERANCE FOR THE BASE IS ±1/2 DEGREE FROM THE CENTERLINE INDICATED
ON THE PLANS.
3. CONDUIT ENTRANCE CAN BE MADE WITH EITHER A HUB OR GROMMET. IF GROMMET IS USED, CONDUITS MUST PROTRUDE INTO LIGHT BASE NOT MORE THAN 3/4" (19mm) FOR STEEL AND 1" (25mm) TO 1-1/2" (38mm) FOR PVC.
4. AIR FORCE / ARMY AIRFIELDS: 2" (53mm) PVC CONDUIT TO NEAREST CATCH BASIN OR FRENCH DRAIN IS OPTIONAL. TYPICAL AT EACH LOW POINT OF LIGHTING SYSTEM. NAVY AIRFIELDS: SIDE
DRAIN NOT REQUIRED.
DETAIL NOTES:
REINFORCEMENT CAGE
NEW RIGID PAVEMENT (TYP)
LIGHTING FIXTURE
IN-PAVEMENT LIGHT
DETAIL, THIS SHEET
PAVEMENT SURFACE
SEE GROUNDING CONNECTIONS TO
LIGHT BASE CAN DETAIL SHEET EA502
CONSTRUCTION
JOINT
#4 (#13) REBAR TIES
@ 6"± (150mm) OC
6 - #4 (#13) REBAR,
LENGTH AS REQUIRED
MUD PLATE - 1 3/8"
(35mm) BELOW
THEORETICAL ELEV
SUB BASE
ALIGNMENT
JIG (4-JACK)
CAST-IN-PLACE
CONCRETE
REINFORCEMENT
CAGE
PIVOTS ON
PADS
ADJUSTABLE LEGS
(SCREW JACKS)
SANDBAGS (TYP)
MUD PLATE - 1 3/8"
(35mm) BELOW
THEORETICAL ELEV
CAST-IN-PLACE
CONCRETE
REINFORCEMENT
CAGE
PIVOTS ON
PADS
ADJUSTABLE LEGS
(SCREW JACKS)
SANDBAGS (TYP)
INSTALL COUNTERPOISE
ABOVE CONDUITS AND
MINIMUM 8" (200mm) DEEP
2" (53mm) SCH 40 PVC
CONCRETE
ENCASEMENT
EXOTHERMIC
TEE-CONNECTION REINFORCEMENT CAGE
#4 (25mm2) STRANDED BARE
COPPER COUNTERPOISE
EDGE OF FULL
STRENGTH PAVEMENT
A1
C1
C4
A3 A5
1.
2.
3.
4.
#3/8-16 HEX HEAD BOLT STAINLESS
STEEL. LENGTH IS DETERMINED BY
THICKNESS OF FLANGE
AND/OR SPACER RINGS (6 PLACES)
2 PART LOCK WASHERS (NOTE 2)
SNOW PLOW RING - MAX OF (3)
SPACES RINGS MAY BE ADDED
WHERE REQUIRED.
ANTISEIZE COMPOUND NOT
REQUIRED WITH COATED BOLTS
BOLT TO EXTEND MIN.
3/4" BELOW FLANGE
L-868 BASE (NOTE 1)
SCALE: NTS
EA503
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DSN
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A
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1 2 3 4 5
1 2 3 4 5
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
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F
AC
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S
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D
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C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
EXISTING
PAVEMENT
ALIGNMENT
JIG (4-JACK)
1'-1" (325mm)
3" (7
5m m
) M
IN
3" (7
5m m
) M
IN
SECTION
SCALE: NTS
A
PAVEMENT SLOPE
2'-0" (600mm)
CORE
8" (2 m m
SCALE: NTS
IN-PAVEMENT LIGHT IN FULL STRENGTH PCC
IN-PAVEMENT LIGHT IN FULL STRENGTH PCC DETAIL NOTES:
1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16" (1.6mm).
2. SUBMIT ALL BASE CAN INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., TO THE GOVERNMENT FOR REVIEW AND APPROVAL PRIOR TO THE START OF WORK.
3. BEFORE PAVING MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THE GOVERNMENT THAT THE BASE CANS ARE AT THE CORRECT LOCATION, ELEVATION, AZIMUTH AND ROTATION AND THAT THE PROPER
CLEARANCE EXISTS BETWEEN THE BASE CAN AND THE PAVER.
4. THE SPACER RING IS DESIGNED AS A NOMINAL 3/4" (19mm) THICKNESS. THE SPACER RING MAY BE REQUIRED TO BE THINNER OR THICKER DEPENDING ON BASE CAN INSTALLATION AND PAVING TECHNIQUES / TOLERANCES. THIS CONTRACTOR MUST MEASURE AND DETERMINE THE REQUIRED THICKNESS OF EACH INDIVIDUAL SPACER RING REQUIRED TO PUT THE AIRFIELD LIGHTING FIXTURE AT THE CORRECT ELEVATION, AZIMUTH AND ROTATION. THE CONTRACTOR MAY USE MULTIPLE SPACER RINGS OF VARYING HEIGHTS. NO MORE THAN 3 SPACER RINGS MAY BE USED ON ANY ONE LIGHT INSTALLATION THE MAXIMUM HEIGHT DISPLACEMENT FOR ONE OR MORE SPACER RINGS WILL BE 2" (50mm) OR LESS.
5. THE FINISHED PAVEMENT SURFACE MUST BE PROTECTED FROM FOREIGN SUBSTANCES WHICH COULD CAUSE STAINING, I.E. CONCRETE, OIL, ETC. THE CONTRACTOR MUST IMMEDIATELY CLEAN ALL SPILLS AND
CORRECT/CLEAN ANY STAINED SURFACES AT THE CONTRACTOR'S EXPENSE.
6. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THE BASE CAN A MINIMUM OF ½" (13mm). THE BOLTS MUST BE THREADED THE FULL LENGTH OF THE BOLT.
7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND INSTALL ¾" (19mm) STEEL BLANK COVER.
8. CONNECT TO COUNTERPOISE (NAVY) TO BASE CANS.
9. INSTALL TOP OF EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16" (1.6mm).
10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOP OF OPENING WITH P-605 SILICONE SEALANT AND DELETE THE P-606 COMPOUND.
11. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0", -1/8" (3mm)).
12. THE CONTRACTOR MUST PRE-ASSEMBLE IN-PAVEMENT LIGHT FIXTURE WITH SNOW PLOW RINGS TO ASSURE EACH INDIVIDUAL UNIT ASSEMBLY IS WITHIN TOLERANCE. USE A STRAIGHT EDGE TO VERIFY THE FIXTURE IS LEVEL (TO 1/8" (3mm)). ANY UNITS NOT WITHIN THIS TOLERANCE WILL BE REJECTED. ASSURE SNOW PLOW RINGS ARE CONFIGURED WITH CORRECT NUMBER AND WIDTH OF OPENINGS.
THE CONTRACTOR MUST INSTALL A 25" (635mm) DEEP BASE CAN WHERE THE PCC PAVEMENT THICKNESS IS 15" (375mm) AND MUST INSTALL A 30" (750mm) DEEP BASE CAN WHERE THE PAVEMENT THICKNESS IS 20" (500mm).
13. CONTRACTOR MUST ENSURE SEALANT INSTALLATION IS IN ACCORDANCE WITH ELEVATION TOLERANCES OF LIGHT FIXTURE INSTALLATION.
14. CONTRACTOR MUST ENSURE SNOW PLOW RINGS ARE COMPATIBLE AND APPROPRIATE FOR USE WITH BASE CANS AND FIXTURES.
15. USE DRAINAGE LAYER AND CONCRETE FOR AIR FORCE/ARMY INSTALLATIONS.
16. USE THE FOLLOWING INSTALLATION TOLERANCES FOR IN-PAVEMENT LIGHT IN FULL STRENGTH PCC:
INSTALLATION TOLERANCE
ITEM TOLERANCE
LIGHT BEAM ORIENTATION ±1/2" (13mm)
LATERAL SPACING ±1/4" (6mm)
FIXTURE LEVEL ±1/2 DEGREE IN X AND Y DIRECTION
FIXTURE ELEVATION (LOW SIDE OF PAVEMENT) +0 - 1/16" (1.6mm)
LONGITUDINAL SPACING ±1/4 DEGREE
IN-PAVEMENT LIGHT MATERIALS
SCALE: NTS
1. INSTALL CORNER EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16" (1.6mm).
2. SUBMIT ALL BASE CAN INSTALLATION TECHNIQUES, METHODS, MATERIALS, ETC., TO THE GOVERNMENT FOR REVIEW AND APPROVAL PRIOR TO THE START OF WORK.
3. BEFORE PAVING MAY PROCEED, THE CONTRACTOR MUST DEMONSTRATE TO THE GOVERNMENT THAT THE BASE CANS ARE AT THE CORRECT LOCATION, ELEVATION, AZIMUTH AND ROTATION AND
THAT THE PROPER CLEARANCE EXISTS BETWEEN THE BASE CAN AND THE PAVER.
4. THE SPACER RING IS DESIGNED AS A NOMINAL 3/4" (19mm) THICKNESS. THE SPACER RING MAY BE REQUIRED TO BE THINNER OR THICKER DEPENDING ON BASE CAN INSTALLATION AND PAVING TECHNIQUES / TOLERANCES. THIS CONTRACTOR MUST MEASURE AND DETERMINE THE REQUIRED THICKNESS OF EACH INDIVIDUAL SPACER RING REQUIRED TO PUT THE AIRFIELD LIGHTING FIXTURE AT THE CORRECT ELEVATION, AZIMUTH AND ROTATION. THE CONTRACTOR MAY USE MULTIPLE SPACER RINGS OF VARYING HEIGHTS. NO MORE THAN 3 SPACER RINGS MAY BE USED ON ANY ONE LIGHT INSTALLATION THE MAXIMUM HEIGHT DISPLACEMENT FOR ONE OR MORE SPACER RINGS WILL BE 2" (50mm) OR LESS.
5. THE FINISHED PAVEMENT SURFACE MUST BE PROTECTED FROM FOREIGN SUBSTANCES WHICH COULD CAUSE STAINING, I.E. CONCRETE, OIL, ETC. THE CONTRACTOR MUST IMMEDIATELY CLEAN ALL
SPILLS AND CORRECT/CLEAN ANY STAINED SURFACES AT THE CONTRACTOR'S EXPENSE.
6. THE BASE CAN COVER MOUNTING BOLTS MUST EXTEND THRU THE BASE CAN MOUNTING FLANGE INTO THE BASE CAN A MINIMUM OF ½" (13mm). THE BOLTS MUST BE THREADED THE FULL LENGTH OF
THE BOLT.
7. FOR BLANK BASE CANS, DELETE LIGHT FIXTURE AND INSTALL ¾" (19mm) STEEL BLANK COVER.
8. CONNECT TO GROUND ROD (AIR FORCE/ARMY) OR COUNTERPOISE (NAVY) TO BASE CANS.
9. INSTALL TOP OF EDGE OF SNOW PLOW RING FLUSH WITH PAVEMENT SURFACE WITH A TOLERANCE OF +0", -1/16" (1.6mm).
10. IF THE DISTANCE BETWEEN THE EDGE OF THE SNOW RING AND CONCRETE IS 1/8" (3mm) OR LESS, SEAL TOP OF OPENING WITH P-605 SILICONE SEALANT AND DELETE THE P-606 COMPOUND.
11. THE TOP OF FIXTURE MUST NOT EXCEED THE TOP OF THE SNOW PLOW RING (+0", -1/8" (3mm)).
12. THE CONTRACTOR MUST PRE-ASSEMBLE IN-PAVEMENT LIGHT FIXTURE WITH SNOW PLOW RINGS TO ASSURE EACH INDIVIDUAL UNIT ASSEMBLY IS WITHIN TOLERANCE. USE A STRAIGHT EDGE TO VERIFY THE FIXTURE IS LEVEL (TO 1/8" (3mm)). ANY UNITS NOT WITHIN THIS TOLERANCE WILL BE REJECTED. ASSURE SNOW PLOW RINGS ARE CONFIGURED WITH CORRECT NUMBER AND WIDTH OF
OPENINGS.
THE CONTRACTOR MUST INSTALL A 25" (635mm) DEEP BASE CAN WHERE THE PCC PAVEMENT THICKNESS IS 15" (375mm) AND MUST INSTALL A 30" (750mm) DEEP BASE CAN WHERE THE PAVEMENT THICKNESS IS 20" (500mm).
13. CONTRACTOR MUST ENSURE SEALANT INSTALLATION IS IN ACCORDANCE WITH ELEVATION TOLERANCES OF LIGHT FIXTURE INSTALLATION.
14. CONTRACTOR MUST ENSURE SNOW PLOW RINGS ARE COMPATIBLE AND APPROPRIATE FOR USE WITH BASE CANS AND FIXTURES.
15. USE DRAINAGE LAYER AND CONCRETE FOR AIR FORCE/ARMY INSTALLATIONS.
IN-PAVEMENT LIGHT MATERIALS DETAIL NOTES:
INSTALL BASE
CAN/FIXTURE LEVEL
DOWN SLOPE SIDE OF BASE CAN/LIGHT/SNOW
RING INSTALLATION, IN-PAVEMENT LIGHT DETAIL,
E503 FINISHED PAVEMENT SURFACE
SLOPE PER CIVIL PLANS
1'-3" (375mm) OR 1'-8" (500mm)
PCC ± PAVING TOLERANCES
REINFORCEMENT CAGE
SEE E503
ATTACH CABLE TO GROUND ROD AND
REINFORCEMENT CAGE SEE E502
5" (125mm) DRAINAGE
LAYER (NOTE 15)
CONCRETE (NOTE 15)
2" (53mm) SCH 40 PVC CONDUIT
CONDUIT IS ROTATED 90° AROUND
BASE CAN TO SHOW CONDUIT
CONNECTION TO BASE CAN, SEE
SECTION FOR CONDUIT
INSTALLATION
COMPACTED BASE COARSE
DRAIN OPTIONAL PER
PLANS
TO UNDERDRAIN2" (53mm) SCH 40
PVC ELBOW
CONCRETE
ENCASEMENT
1'-3" (375mm) OR 1'-8" (500mm) PCC
± PAVING TOLERANCES
COMPACTED BASE
COARSE
CONCRETE, (NOTE 15)
5" (125mm) DRAINAGE LAYER, (NOTE 15)
APPLY CONCRETE BOND
BREAKER OVER TRENCH
#4 (25mm2) STRANDED BARE COPPER
COUNTERPOISE (NAVY)
FINISHED PAVEMENT SURFACE
SLOPE PER CIVIL PLANS
#3/8-16 HEX HEAD CERAMIC-METALLIC
FLUOROPOLYMER COATED, GRADE 2 BOLT,
LENGTH IS DETERMINED BY THICKNESS OF FLANGE
AND/OR SPACER RINGS 6 PLACES (NOTE 4) IN-PAVEMENT LIGHT FIXTURE,
STYLE 3 (NOTE 7)
2 PIECE LOCK WASHER
BRAIDED COPPER GROUND STRAP
3'-0" (0.9M) CABLE SLACK ON EACH SIDE
LOAD RING
4 ANTI-ROTATION FINS 3/16" X 3/4" X 3"
(5mm X 20mm X 75mm)
INTERNAL GROUND LUG
L-830 ISOLATION TRANSFORMER
#8 AWG L-824, 5KV, CABLE
(AS INDICATED IN LAYOUT PLANS)
TRANSFORMER STAND (OPTIONAL) 2" (53mm) THREADED HUB WEEP HOLE, PER PLANS
2" (53mm) SCH 40 PVC CONDUIT
THREADED COUPLING OR GROMMET
L-823 PRIMARY CONNECTOR
EXTERNAL GROUND LUG
GROUND CABLE, SEE SHEET E502
STAINLESS STEEL CABLE TAG
L-868B 1'-0" (305mm) Ø (2'-1" (635mm) OR 2'-6" (760mm) DEEP) CLASS 1, # OF
HUBS AS SHOWN ON PLANS (NOTE 12)
SPACER RINGS (NOTE 4 )
SNOW PLOW RING WITH O-RING
(STYLE 3)
L-823 SECONDARY CONNECTOR
C1
A5
A
EA504
JAS
NA
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AN
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VI
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IN
IA
B
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, V
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IN
IA
RE
PA
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T
AX
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AY
P
AV
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EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
C1 L-867 SIZE D HANDHOLE C3 DIRECT BURIED DUCT/CONDUIT DETAIL
B3 STRAIGHTEDGE CHECK DETAIL
1.
2.
3.
4.
B1 FACTORY INTERIOR GROUND LUG DETAIL B4 BRAIDED COPPER GROUND STRAP DETAIL
E-501
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
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A N
D
RE
PA
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AX
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: P
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
C1 L-804 ELEVATED RUNWAY GUARD LIGHT
A1 RUNWAY HOLD BAR LIGHTING CONFIGURATION
3"
DRAWING NOTES:
3"
SIGN BASE POWER LEG MOUNTING DETAILA4
E-502
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
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AX
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AY
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
DRAWING NOTES:
CAST-IN-PLACE CONCRETE:POST-INSTALLED ANCHOR NOTES:
AIRFIELD GUIDANCE SIGN SECTION VIEWC1
AIRFIELD GUIDANCE ELEVATION VIEWA1
E-503
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
RE
PA
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T
AX
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AY
P
AV
EM
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
A1 CABLE DUCT MARKERS
A2 DUCT MARKER INSTALLATION AT PAVEMENT EDGE
C3 FAA SPECIFICATION L-807 RIGID 12' WINDCONE
C1 FLOOD LIGHT DETAIL
A5 ARM/DISARM PAD STATIC GROUND RECEPTACLE
E-504
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
RE
PA
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T
AX
IW
AY
P
AV
EM
EN
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HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
D1 FIELD ATTACHED PLUG-IN SPLICE FAA TYPE L-823
A1 ENCASED DUCT BANK DETAILS TYPICAL ARRANGEMENTS
1/8" 1/8"
E-505
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
RE
PA
IR
T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
A1 STANDARD ELECTRICAL MANHOLE (AIRFIELD), TYPE 5
A2 STANDARD ELECTRICAL HANDHOLE (TRAFFIC/AIRFIELD), TYPES 4 & 4A A4 TYPICAL DUCT ENTRANCE
C4 GROUNDING DETAIL FOR AIRFIELD LIGHTING MANHOLE
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.C1 SPRING-ASSISTED COVER DETAILS
E-506
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
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: P
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
1.
2.
A5 CABLE RACK OPTION DETAIL
A1 AIRFIELD LIGHTING PRECAST HANDHOLE RISER A3 TYPICAL MAINTENANCE PAD DETAIL FOR HANDHOLES/MANHOLES IN INFIELD
C5 PVC CONDUIT JOINING DETAIL
E-507
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
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D
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PA
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T
AX
IW
AY
P
AV
EM
EN
TS
: P
HA
SE
K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Details.dwg
EA601
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
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DC
C
OR
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NA
VA
L S
TA
TI
ON
NO
RF
OL
K, V A
NA
VA
L
AI
R
ST
AT
IO
N O
CE
AN
A
VI
RI
G
IN
IA
B
EA
CH
, V
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IN
IA
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PA
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T
AX
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P
AV
EM
EN
T:
P
HA
SE
CC/SPR
EJA
DSN
1635836
KEY PLAN
GRAPHIC SCALE
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
S
YS
TE
M
S C
O M
M
AN
D
DES DRW
SY
M
D
ES
C R
IP
TI
O N
D
AT
E
AP
PR
DRAWFORM REVISION: 25 AUGUST 2020
CHK
OF
EPROJECT NO.:
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
P: (757) 499-1895 | F: (757) 257-0343 | www.jmt.com
272 BENDIX ROAD, SUITE 260
VIRGINIA BEACH, VA 23452
APPROVE BY LCDR KYLE STRAUSBAUGH
PWD OCEANA FEAD DIRECTOR
VIA EMAIL
08/23/2023
ELECTRICAL LIGHTING SCHEDULE
EXISTING AIRFIELD LIGHTING POWER CABLE SCHEDULE EXISTING AIRFIELD LIGHTING POWER CABLE SCHEDULE
E-601
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
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Schedules.dwg
AIRFIELD LIGHTING COMMUNICATION FIBER OPTIC CABLE SCHEDLE AIRFIELD LIGHTING MV POWER CABLE SCHEDULE
AIRFIELD LIGHTING LOW VOLTAGE (480V AND BELOW) POWER CABLE SCHEDULE
E-602
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
RE
PA
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T
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P
AV
EM
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HA
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K:\VA\OceanaNAS\Sitework\SiteImprovements\Airfields\2022_1635836_RM10-9145_IH-DBB_RepairTaxiwayPavements\B_Design\DWGS\Sheet\13_ELEC\Alpha\1635836_ES_Schedules.dwg
AIRFIELD LIGHTING LUMINAIRE SCHEDULE
SITE COMMUNICATION AND POWER CABLE SCHEDULE
CABLE ID CIRCUIT # DESCRIPTION CONDUIT
SIZE LOCATION SERVED
A 36SM/35MM 72 STR FO (36 STR SM/36 STR MM) 4" VCAPS, Seal Hanger, 3030, Special Ops B SR4HCX-20 24 STR FO 4" VCAPS, Seal Hanger, 3030, Special Ops C CDAC-12 1200 PAIR COPPER 4" VCAPS, Seal Hanger, 3030, Special Ops D AFMW-2 200 PAIR COPPER 4" VCAPS, Seal Hanger, 3030, Special Ops E BHAH-2 200 PAIR COPPER 4" VCAPS, Seal Hanger, 3030, Special Ops F 100-19 100 PAIR COPPER 4" VCAPS, Seal Hanger, 3030, Special Ops G ALAW-1 100 PAIR COPPER 4" 3000, 3002, 3015, F-17, Skeet Range, Old Lodge H AFMW-25 25 PAIR COPPER 4" 3000, 3002, 3015, F-17, Skeet Range, Old Lodge I XX3412LT-096 96 STR F0 4" 3000, 3002, 3015, F-17, Skeet Range, Old Lodge J AFMW-12 12 PAIR COPPER 4" Skeet Range, Old Lodge K ANMW-50 50 PAIR COPPER 4" Skeet Range, Old Lodge L (4) #500 KCMIL 4" Seal Hanger, 3030, Special Ops
M (1) 1" COPPER CABLE 2"
N (1) 3/4" COPPER CABLE 2"
O (3) 1/2" COPPER CABLE 2"
P (2) 1" COPPER CABLE 2"
Q (1) 1" & (1) 1/2" COPPER CABLE 2"
R (1) 1/2" COPPER CABLE 2"
S (2) 1" COPPER CABLE 2"
T (1) 1/2" COPPER CABLE IN…
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