796455_P1043_FinalDrawings_Vol_21.pdf
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- Solicitation number
- N4008521R0052
About this file
This federal contract opportunity solicitation is for water treatment plant replacement services at Marine Corps Base Camp Lejeune in North Carolina. The solicitation seeks to construct an 8 million gallon per day water treatment facility utilizing membrane filtration technology to better enable regulatory compliance and address potential saltwater intrusion issues. The facility will provide potable water to meet domestic, industrial, and fire protection needs at Camp Lejeune. The Naval Facilities Engineering Command is the contracting agency. The solicitation number is N40085-21-R-0052 and responses are due by the date listed on FedBizOpps or other procurement websites. The replacement plant will utilize advanced treatment methods to ensure a reliable, environmentally-compliant water supply for the base.
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M A
T C
H L
IN
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T A
.0
S E
E D
W G E
W -1
UTPOLE_3029
UTPOLE_3030
UTPOLE_3031
P -1
P -1
P -1
4 P -1
P -1
209+00 210+00 211+00 212+00 213+00
214+00
215+00
P -1
P -1
E
X
105105
105105
209+00 210+00 211+00 212+00 213+00 214+00 215+00 215+74
EL 24.81
P-116
EL 24.01
P-117
EL 25.43
P-112 EL 28.08
P-113
EL 27.01
P-115
EL 26.50
P-114
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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 A
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DES DRW
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
OF
EPROJECT NO.:
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796455
License Number F-0699 Tel: 919-875-4311
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
POWER DISTRIBUTION LINE PLAN
SCALE: 1"=50'
PROFILE
SCALE: 1"=20' VERT
SUBSTATION 1
POLE, TYP
NEW POWER
LINE ALIGNMENT
NEW POWER
POWER, TYP
EXISTING OVERHEAD
POLE (TYP)
NEW POWER
EW202
GENERAL SHEET NOTES
230 KV DUKE TRANSMISSION LINE, TYP
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.
RCDW BT
EW139
F
IL
E N
A M
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P L
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A T
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P L
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S T
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IS
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P L
A N A
N D P
R O
F
IL
AS NOTED
12772296
POLE X
POLE Y
POLE Z
SHEET KEYNOTES
NEW OLD
EXISTING HOSP CONDUCTORS BACK TO SUBSTATION 1.14.
(NOT USED)13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
OF THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMITS ARE 30 FT FROM EITHER SIDE 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
GFS
JAS
R
O F
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SIONA EN
G
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R
EGISTERE
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HSAWFO
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29936
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GIARC
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5 5 5
5 5
5 5
10 10 10
10 10
25 25
5 5
TO C
ONCENTRATE OUTFALL
8" W.
W
2 1/2" W.
S A N
F.F. = 29.67
CLARIFIER BUILDING
CONCENTRATE
CLARIFIER CONCENTRATE
T A N
K
F
IN
IS
H
W
T
.F
.7
B
U
IL
D
IN
G B
Y P
A S S
F
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.3
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S T O
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WASTE BASIN BACKWASH
A T E R
T A N
K
S
IT
E F U T U
R E
F
IN
IS
H
19+
TO C
ONCENTRATE OUTFALL
15+
14+
13+
12+
11+
N A
V A
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IT
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N G
IN
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G S
T S
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M S C
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M A
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ID
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N O
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O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
F
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N
100'0 50'1" = 50'
P L
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IM
E
P
L O
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IM
E
OVERHEAD POWER PARTIAL SITE PLAN
MATCHLINE - SEE ES101
MATCHLINE - SEE EW131
RCDW VM
EW140
F
IL
E N
A M
E
P L
O T D
A T
E
P L
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P A
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IA
L S
IT
E P
L
12772297
GENERAL SHEET NOTES
WETLAND AREAS. SEE DWG EW-100 FOR REQUIREMENTS.
SPECIAL CONSTRUCTION PROCEDURES REQUIRED IN ALL 9.
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL LAWS.
REMOVED CONTAIN CREOSOTE, AND SHALL BE DISPOSED OF IN
CONTRACTOR SHALL ASSUME ALL EXISTING POLES TO BE
12 INCHES BELOW GRADE, TOP WITH NATIVE SOIL.
POLE. FILL HOLE WITH CRUSHED GRAVEL (1 INCH MINUS) UP TO
“REMOVE”: REMOVE THE POLE HARDWARE, CONDUCTORS, AND
FOR EXISTING POLES IDENTIFIED IN THE STAKING SHEETS AS 8.
DETAILS ON THE EW800 SHEETS FOR POLE CONSTRUCTION.
THE STAKING SHEETS SHOULD BE USED WITH THE ASSEMBLY 7.
SURVEYED OR VERIFIED.
GROUND ELEVATIONS ARE FROM GIS, AND HAVE NOT BEEN 6.
THE EXISTING OVERHEAD POLE LINE BY TEN FEET.
IN GENERAL, THE NEW OVERHEAD POLE LINE IS OFF-SET FROM 5.
AND UNDERGROUND CONDUIT/CONDUCTOR REQUIREMENTS.
SEE SINGLE-LINE DIAGRAM ON EW600 FOR GENERAL OVERVIEW 4.
ASSEMBLY REQUIREMENTS.
SEE STAKING SHEETS STARTING ON EW300 FOR POLE AND 3.
HORIZONTAL LOCATIONS BY POTHOLING.
CONFIRM ANY NEARBY UNDERGROUND UTILITY VERTICAL AND
CALL UTILITY LOCATE BEFORE ANY EXCAVATION OR BORING. 2.
SEE GENERAL NOTES ON EW-100.1.EMH-13 E
EMH-13 C
EMH-12 MV
EMH-14A MV
EMH-14B MV
EMH-14 C
[DB20]
(TYP)
THIS AREA.
INFORMATION REGARDING
SEE ES SHEETS FOR
THROUGH WETLAND
BORED CONDUITS
[U-9002]
[U-9001]
2 [C-E5]
E
E E
E E
E E
E E
E E
E
E
E
[DB20]
EMH-15A MV
EMH-15B MV
EMH-15 C
SHEET KEYNOTES
C1
E-808A
C1
E-809
SHIFT CIRCUIT TO NEW POLE P-01.
SPLICE NEW WATKINS FEEDER TO EXISTING OH CONDUCTORS. 14.
BORED CONDUITS IN WETLAND AREA.13.
AND GENERAL NOTES FOR REQUIREMENTS.
WETLANDS BOUNDARY. SEE DWG EW-302 FOR COORDINATES 12.
TIE-IN LOCATION.
DWGS. FIELD VERIFY VAULT AND EXISTING UNDERGROUND
TRANSITION TO UNDERGROUND. SEE SUBSTATION DETAIL 11.
CRUSHED ROCK MTL.
IN DIAMETER AND 2 FEET IN DEPTH. FILL AND COMPACT WITH
POLE LOCATED IN SWAMPY SOIL, OVER EXCAVATE BY 12 INCHES 10.
FACILITIES IN ALL OTHER AREAS.
VEGETATION WITHIN 30 FT EITHER SIDE OF NEW POWER
AND TREES WITHIN THE CLEARING LIMITS. TRIM ALL
OF THE CENTER LINE OF THE NEW POWER LINE. REMOVE BRUSH
EASEMENT AND CLEARING LIMITS ARE 30 FT FROM EITHER SIDE 9.
CROSSINGS.
ROUTE NEW CIRCUITS UNDERGROUND AT TRANSMISSION LINE 8.
AREA.
SEE REFERENCED DETAIL SHEET FOR DETAILS OF WORK IN THIS 7.
CONDUIT, INSTALL NEW CONDUCTORS AS SHOWN.
REMOVE EXISTING CONDUCTORS, MANDREL CONDUIT, CLEAN 6.
CONDUCTORS AS SHOWN.
UNDERGROUND SECTION, INSTALL CONDUITS AND 5.
RISER POLE, SEE STAKING SHEETS.4.
SURGE ARRESTER LOCATION, SEE STAKING SHEETS.3.
STORM GUY LOCATION, SEE STAKING SHEETS.2.
GIS. FIELD VERIFY.
FROM EXST GROUND. GROUND ELEV IS APPROXIMATE FROM
FIELD VERIFY CONDUCTORS MEET OR EXCEED 24 FT CLEAR 1.
EJA
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
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NI
HSAWFO
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A T
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29936
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GIARC
D
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2PP5
P -1
1+00
N A
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A C
IL
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IE
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N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
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N O
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O L
K
V
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
A -4
U T P
O L E
P
P
P-20
P -2
P -2
2 P -2
40+00 41+00
42+00 43+00
N O
ID
N O
ID
P -2
51+00 52+00
SHEET KEYNOTES
N N
HOSPITAL
SEE GENERAL NOTES ON DWG EW-120.1.
W A
T K
IN
S
O T
H E
R
H O
S P
IT
A L A
N D S
U B
T
IE
O T
H E
R
W T P E
X P
R E
S S A
N D W
A T
K
IN
S
THE TRANSMISSION LINE
MAINTAIN EXISTING RISER POLES ON EITHER SIDE OF 21.
TRANSMISSION LINE.
RISER POLE, UNDERGROUND CIRCUITS UNDER THE 20.
POLE LINE AT THIS LOCATION.
TRANSITION EXISTING HOSP FEEDER TO THE EXISTING 11.
WATKINS FEEDER AT EXISTING POLE.
CONNECT NEW WATKINS FEEDER TO EXISTING 10.
AND THE GENERATOR, OR TO THIS EQUIPMENT.
NO WORK IS REQUIRED BETWEEN THE SECTIONALIZER 5.
STAKING SHEETS AND DETAILS
POLE NO ID 7 TO POLE P-1, BUILD POLE P-1 PER THE
P-1, CONNECT NEW OVERHEAD CONDUCTORS FROM
INSTALL NEW FEEDERS FROM SUBSTATION 2 TO POLE 4.
SUBSTATION 2 REROUTE TO NEW POLE P-1.
INTERCEPT THE EXISTING 5 INCH CONDUIT FROM 3.
OFF-SITE.
CONTACTOR SHALL SALVAGE EXISTING CONDUCTORS
2 TO THE PAD MOUNTED SECTIONALIZER.
REMOVE EXISTING 15KV FEEDERS FROM SUBSTATION 2.
FOR DETAILS.
NEW POWER POLE, TYP. SEE PLAN ANDPROFILE DWGS 1.
TRANSFORMER
SECTIONALIZER
PAD MOUNTED
GENERATOR
PARTIAL PLAN STA 1+00
SCALE: 1"=20'
EW120 2
PARTIAL PLAN STA 51+50
SCALE: 1"=20'
EW124
PARTIAL PLAN STA 40+00
SCALE: 1"=20'
EW123
EW201
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20 25
UTPOLE_3031
P -1
P -1
P -1
213+00
214+00 215+00
P -1
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FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
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M M
A N
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DES DRW
S Y
M D
E S
C R
IP
T
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
UTPOLE_1500
UTPOLE_1721
UTPOLE_1722
NO ID9
P -3
P -3
P -3
58+00
59+0
60+00
61+00
WT 9
WT 10
WT 11
WT 12
WT 13
UTPOLE_1541
UTPOLE_1542
P -7
P -7
129+00 130+00 131+00
SHEET KEYNOTES
SEE GENERAL NOTES ON DWG EW-120.1.
N
REGULATOR AREA.
ROUTE NEW CIRCUIT AROUND THE EXISTING VOLTAGE 4.
TO THE HOSP CIRCUIT.
NEW POLES TO VOLTAGE REGULATORS RECONNECT
REGULATORS, INSTALL NEW OVERHEAD LINES FROM
MAINTAIN EXISTING POLES AT THE VOLTAGE 3.
RISER POLE, SEE STAKING SHEETS FOR DETAILS.2.
DWGS FOR DETAILS.
NEW POWER POLE, TYP. SEE PLAN AND PROFILE 1.
N
LINE ALIGNMENT
NEW POWER
(TYP)
3 (TYP)
REGULATOR
EXISTING VOLTAGE
1 2
REGULATOR
VOLTAGE
SEE EW203 FOR DETAILS
MV-ATS
2 1
EW125 3
SCALE:1"=20'
EW139 2
PARTIAL PLAN STA 214+00
SCALE:1"=20'
EW131 1
PARTIAL PLAN STA 130+00
SCALE:1"=20'
PARTIAL PLAN STA 61+00
EW202
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O F
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29936
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M A
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V
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CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
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N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
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M E
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M A
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L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
NN
VR-2
VR-1
MV-ATS
VR-2
VR-1
MV-ATS
EW131 1
SCALE: 1"=5'
EW131 2
MV-ATS YARD GROUNDING PLAN
SCALE: 1"=5'
MV-ATS YARD POWER PLAN
SHEET KEYNOTES
WELL
3/4" X 10' COPPER CLAD GROUND ROD IN TEST4.
CONNECTION (#4/0)
GATE HINGE BRAIDED GROUND GRID3.
#4/0 BARE CU
LUG CONNECTION TO EQUIPMENT GROUND BUS,2.
OF COVER
#4/0 BARE CU GROUND WIRE, 30 INCHES1.
TYP OF 4
TYP OF 2
(TYP)
TYP OF 2
THERMITE WELD (TYP)
A3
E-805
(TYP)
A3
EW806
C1
E-809
A4
E-809
A3
C1
E-809
EW806
(TYP)
SOURCE
(TYP)
(TYP)
(T Y
P
F R
O N
T
[U-9002]
[U-9001][U-9002]
[U-9001]
LOAD
EMH-16 C (TYP)
[U-9002]
(TYP)
STRING ONLY
1 - 2"C, PULL
[U-9002]
EW203
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -2
.d g n
665 704
M V -A
T S Y
A R
D E
L E
C T
R
IC
A L
O V
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
12772300
TO P-71
TO P-70
[DB20]
C3
EW806
EJA
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
STAKING SHEET - 1
EW300
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -3
.d g
666 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S T
A K
IN
G S
H E
E T
12772301
LOWER MEDIUM VOLTAGE CIRCUIT, ON THE POLE, SHALL BE THE WTP EXPRESS FEEDER.
WHEN POLES ARE CALLED OUT WITH MULTIPLE MEDIUM VOLTAGE CIRCUITS, THE 4.
ARE NOT NUMBERED IN THE FIELD.
FROM THE DIGITAL GIS FILE USED TO CREATE THE PLAN AND PROFILE SHEETS; POLES
“EXISTING POLES”: THE NUMBERS SHOWN IN THE STAKING SHEET UNDER “POLE #” ARE D.
ADDITIONAL WORK RESTRICTIONS AND SCHEDULING REQUIREMENTS.
SPECIFICATION SECTION 01 32 17.00 20, NETWORK ANALYSIS SCHEDULES FOR
NOTE 'B' ABOVE AND GENERAL NOTE 8 ON THE EW100 DRAWINGS. REFER TO
REMOVED FROM THE EXISTING POLE "REMOVE" THE REMAINING POLE PER THE
TRANSITION TO THE NEW POLE LINE. ONCE COMMUNICATIONS LINES HAVE BEEN
(910) 376-1785 FOR COMMUNICATIONS LINES NICK BROWN@CHARTERCON.COM ATTN:
DEMOLISHED WILL BE RELOCATED BY OTHERS. CONTACT CHARTER/SPECTRUM,
EXISTING COMMUNICATIONS LINES LOCATED ON EXISTING UTILITY POLES TO BE
LINES. DISPOSE OF POLE TOP PER GENERAL NOTE 8 ON THE EW 100 DRAWINGS.
"TOP POLE": CUT EXISTING POLE 6 INCHES ABOVE THE EXISTING COMMUNICATIONS C.
AND STATE, LOCAL, AND FEDERAL REGULATIONS.
DISPOSE OF DEMOLISHED MATERIALS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
THE LISTED POLE. FILL HOLE PER GENERAL NOTE 8 ON THE EW100 SERIES DRAWINGS.
RELATED APPURTENANCES BETWEEN EXISTING POLES IN EITHER DIRECTION OF
"REMOVE": DEMOLISH EXISTING POLE AND HARDWARE. DEMOLISH CONDUCTORS AND B.
DEFINED BY THE ASSEMBLY DETAILS, NOTES AND SPECIFICATIONS.
"ADD": PROVIDE A NEW POLE, CONDUCTORS, HARDWARE, AND APPURTENANCES AS A.
"OPERATIONS ADD/REMOVE" LEGEND3.
ALL REQUIRED CLAMPS AND JUMPERS FOR A COMPLETE FUNCTIONAL PROJECT.
CLAMPS AND JUMPERS ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE 2.
THE REQUIRED ASSEMBLY.
ANY BREAK IN THIS CONVENTION DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING
UTILITY POLE AND PROGRESSING DOWN. HOWEVER, CONTRACTOR SHALL NOTE THAT
ORDERED SEQUENTIALLY IN THE “UNITS” COLUMN STARTING FROM THE TOP OF THE
REQUIREMENTS. FOR THE CONTRACTOR’S CONVENIENCE, DETAILS ARE GENERALLY
SHOWN ON THE EW800 SERIES OF DRAWINGS, REFER TO THEM FOR CONSTRUCTION
ITEMS IDENTIFIED UNDER THE COLUMN HEADING "UNITS" ARE DEFINED IN THE DETAILS 1.
STAKING SHEET NOTES
A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
STAKING SHEET - 2
EW301
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -3
.d g
667 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S T
A K
IN
G S
H E
E T
12772302
ARE NOT NUMBERED IN THE FIELD.
FROM THE DIGITAL GIS FILE USED TO CREATE THE PLAN AND PROFILE SHEETS; POLES
“EXISTING POLES”: THE NUMBERS SHOWN IN THE STAKING SHEET UNDER “POLE #” ARE D.
ADDITIONAL WORK RESTRICTIONS AND SCHEDULING REQUIREMENTS.
SPECIFICATION SECTION 01 32 17.00 20, NETWORK ANALYSIS SCHEDULES FOR
NOTE 'B' ABOVE AND GENERAL NOTE 8 ON THE EW100 DRAWINGS. REFER TO
REMOVED FROM THE EXISTING POLE "REMOVE" THE REMAINING POLE PER THE
TRANSITION TO THE NEW POLE LINE. ONCE COMMUNICATIONS LINES HAVE BEEN
(910) 376-1785 FOR COMMUNICATIONS LINES NICK BROWN@CHARTERCON.COM ATTN:
DEMOLISHED WILL BE RELOCATED BY OTHERS. CONTACT CHARTER/SPECTRUM,
EXISTING COMMUNICATIONS LINES LOCATED ON EXISTING UTILITY POLES TO BE
LINES. DISPOSE OF POLE TOP PER GENERAL NOTE 8 ON THE EW 100 DRAWINGS.
"TOP POLE": CUT EXISTING POLE 6 INCHES ABOVE THE EXISTING COMMUNICATIONS C.
AND STATE, LOCAL, AND FEDERAL REGULATIONS.
DISPOSE OF DEMOLISHED MATERIALS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
THE LISTED POLE. FILL HOLE PER GENERAL NOTE 8 ON THE EW100 SERIES DRAWINGS.
RELATED APPURTENANCES BETWEEN EXISTING POLES IN EITHER DIRECTION OF
"REMOVE": DEMOLISH EXISTING POLE AND HARDWARE. DEMOLISH CONDUCTORS AND B.
CLAMPS AND JUMPERS ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE 2.
THE REQUIRED ASSEMBLY.
ANY BREAK IN THIS CONVENTION DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING
UTILITY POLE AND PROGRESSING DOWN. HOWEVER, CONTRACTOR SHALL NOTE THAT
ORDERED SEQUENTIALLY IN THE “UNITS” COLUMN STARTING FROM THE TOP OF THE
REQUIREMENTS. FOR THE CONTRACTOR’S CONVENIENCE, DETAILS ARE GENERALLY
SHOWN ON THE EW800 SERIES OF DRAWINGS, REFER TO THEM FOR CONSTRUCTION
ITEMS IDENTIFIED UNDER THE COLUMN HEADING "UNITS" ARE DEFINED IN THE DETAILS 1.
STAKING SHEET NOTES
EJA
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
STAKING SHEET - 3
EW302
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -3
.d g
668 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S T
A K
IN
G S
H E
E T
12772303
ARE NOT NUMBERED IN THE FIELD.
FROM THE DIGITAL GIS FILE USED TO CREATE THE PLAN AND PROFILE SHEETS; POLES
“EXISTING POLES”: THE NUMBERS SHOWN IN THE STAKING SHEET UNDER “POLE #” ARE D.
ADDITIONAL WORK RESTRICTIONS AND SCHEDULING REQUIREMENTS.
SPECIFICATION SECTION 01 32 17.00 20, NETWORK ANALYSIS SCHEDULES FOR
NOTE 'B' ABOVE AND GENERAL NOTE 8 ON THE EW100 DRAWINGS. REFER TO
REMOVED FROM THE EXISTING POLE "REMOVE" THE REMAINING POLE PER THE
TRANSITION TO THE NEW POLE LINE. ONCE COMMUNICATIONS LINES HAVE BEEN
(910) 376-1785 FOR COMMUNICATIONS LINES NICK BROWN@CHARTERCON.COM ATTN:
DEMOLISHED WILL BE RELOCATED BY OTHERS. CONTACT CHARTER/SPECTRUM,
EXISTING COMMUNICATIONS LINES LOCATED ON EXISTING UTILITY POLES TO BE
LINES. DISPOSE OF POLE TOP PER GENERAL NOTE 8 ON THE EW 100 DRAWINGS.
"TOP POLE": CUT EXISTING POLE 6 INCHES ABOVE THE EXISTING COMMUNICATIONS C.
AND STATE, LOCAL, AND FEDERAL REGULATIONS.
DISPOSE OF DEMOLISHED MATERIALS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
THE LISTED POLE. FILL HOLE PER GENERAL NOTE 8 ON THE EW100 SERIES DRAWINGS.
RELATED APPURTENANCES BETWEEN EXISTING POLES IN EITHER DIRECTION OF
"REMOVE": DEMOLISH EXISTING POLE AND HARDWARE. DEMOLISH CONDUCTORS AND B.
CLAMPS AND JUMPERS ARE NOT SHOWN FOR CLARITY. CONTRACTOR SHALL PROVIDE 2.
THE REQUIRED ASSEMBLY.
ANY BREAK IN THIS CONVENTION DOES NOT RELIEVE THE CONTRACTOR FROM PROVIDING
UTILITY POLE AND PROGRESSING DOWN. HOWEVER, CONTRACTOR SHALL NOTE THAT
ORDERED SEQUENTIALLY IN THE “UNITS” COLUMN STARTING FROM THE TOP OF THE
REQUIREMENTS. FOR THE CONTRACTOR’S CONVENIENCE, DETAILS ARE GENERALLY
SHOWN ON THE EW800 SERIES OF DRAWINGS, REFER TO THEM FOR CONSTRUCTION
ITEMS IDENTIFIED UNDER THE COLUMN HEADING "UNITS" ARE DEFINED IN THE DETAILS 1.
STAKING SHEET NOTES
EJA
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
SAG AND TENSION TABLE WETLANDS PTS TABLE
EW303
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -3
.d g
669 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S A
G A
N D T
E N
S
IO
N T
A B
L
12772304
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
FEEDER
HOSPITAL
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
600A 600A
SEE E-644
SUBSTATION NO.1
SEE E-645
SUBSTATION NO.2
600A/300A FU600A/300A FU
[U-9001] [U-9002]
ATCN.C. N.O.
[U-9001] [U-9002]
[U-9001] [U-9002]
SEE E-642
TO WTP
OVERHEAD LIGHTNING ARRESTORS, TYP.
600A 600A
VILLAGE
WATKINS
SHEET KEYNOTES
WILSON BLVD CROSSING.3.
LINE CROSSING.
BREWSTER BLVD/MAIN GATE AREA TRANSMISSION 2.
SOLAR FARM TRANSMISSION LINE CROSSING.1.
(SUBSTATION NO. 1)
VOLTAGE REGULATOR
EXISTING 15KV,
(15KV), 1 #4/0 G (600V)
5"C (EXST), 3 #750 KCMIL
PAD MOUNTED
600A MV ATS, 15KV,
PAD MOUNTED
REGULATOR NO.2,
200A, 15KV, VOLTAGE
PAD MOUNTED
REGULATOR NO.1,
200A, 15KV VOLTAGE
BLVD)
(BREWSTER
REGULATOR
VOLTAGE
EXISTING 15KV,
OVERHEAD POWER: ONE-LINE DIAGRAM
SCALE: NTS
NOTE 2
(STRESS CONE) TYP
15KV TERMINATION
NOTE 1 (TYP)
50/5150/51
TRIP TRIP
P-23
P-10 P-9
P-1
P-21 P-15
P-10 P-9
P-1
P-15
P-27
P-28
P-65
P-72
P-70
P-73
P-73
P-93
P-94
P-71
P-70 P-97 P-96
394AAAC/246.9NAAAC
(EXISTING)
(EXISTING)
394AAAC/246.9NAAAC
OR CONDUCTORS. BOLD LINES REPRESENTS NEW WORK.
LIGHT GREY "SCREENED" LINES REPRESENTS EXISTING EQUIPMENT3.
ON RED BACKGROUND: "DO NOT OPEN WHILE ENERGIZED".
PLACE PLACARD ON OUTSIDE OF PRIMARY DOORS,1-INCH TALL WHITE LETTERS 2.
SOLID STATE FEEDER PROTECTION RELAY.1.
NOTES:
P-55 P-39
P-117
P-107
UTPOLE-1516 UTPOLE-1518
P-95 P-86 P-55P-65 P-39
P-30
NOID1
NOID2
P-29
GOAB (TYP)
P-86P-95P-107
RCDW JG
EW600
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -6
.d g
670 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
O V
E R
H E
A D P
O W
E R O
N E -L
IN
E D
IA
G R
A
NTS
12772305
[5"C, SPARE (PULLROPE)]
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
(EXISTING)
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
394AAAC/296.9NAAAC
394AAAC/296.9NAAAC
WTP EXPRESS FEEDER NO.1
394AAAC/296.9NAAAC
WALLACE CREEK / HOSPITAL EXPRESS FEEDER
(VFI-1) N.C. (VFI-2) N.C.
394AAAC/296.9NAAAC
WTP EXPRESS FEEDER NO.2
[5"C, SPARE (PULLROPE)]
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
[5"C, SPARE (PULLROPE)]
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
[5"C, SPARE (PULLROPE)]
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
[5"C, SPARE (PULLROPE)]
[5"C, 3 #750 KCMIL, CU, (15KV), 1 #4/0 G (600V)]
(EXISTING)
394AAAC/246.9NAAAC
EJA
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
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L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
10 KV
1200A
1200A
1200A
VCB
600/5
(3) R
10 KV
1200A
1200A
1200A
VCB
600/5
(3) R
10 KV
1200A
1200A
1200A
VCB
600/5
(3) R
10 KV
1200A
1200A
1200A
VCB
600/5
(3)
1200A
VCB
600/5
(3)
1200A
10 KV
1200A
R
1200A
VCB
600/5
(3)
1200A
10 KV
1200A
R
1200A
VCB
600/5
(3)
1200A
10 KV
1200A
R
1200A
VCB
600/5
(3)
1200A
10 KV
1200A
R
R
10 KV
1200A19
1200A15
1200A13
VCB
600/5
(3) R
10 KV
1200A
1200A
VCB
600/5
(3)
1200A53
VCB
600/5
(3)
1200A55
10 KV
1200A59
R
1200A
VCB
600/5
(3)
1200A
10 KV
R
230KV
VIA HAVELOCK-JACKSONVILLE
FROM DUKE/PROGRESS
12.5 KV SOURCE
(12)
SPARE
(1)
CREEK
WALLACE
(3)
CREEK NO. 2
FRENCH
(5)
CREEK NO. 1
FRENCH
(7)
COURTHOUSE
ONSLOW/
(9)
FEEDER NO. 1
WTP EAXPRESS
INDUSTRIAL/
(11)
NO. 3
REGIMENTAL
(2)
NO. 1
REGIMENTAL
(4)
POINT NO. 1
PARADISE
(6)
NO. 1
CAPEHART
(8)
MALL
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SHEET KEYNOTES
INDUSTRIAL CKT NO. 9.
CONNECT WTP EXPRESS FEEDER 1 TO EXISTING 2.
TO NEW POLES AS SHOWN.
RECONDUCTOR EXISTING CIRCUIT AND RELOCATE 1.
(10)
#2
REGIMENTAL
SUBSTATION 1: ONE-LINE DIAGRAM
SCALE: NTS
GENERAL SHEET NOTES
REPRESENTS NEW WORK.
CONDUCTORS. BOLD EXISTING EQUIPMENT LINES
LIGHT GREY "SCREENED" LINES REPRESENTS1.
EW601
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
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L O
T T
-E
W -6
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671 704
E R
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A D P
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IS
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IN
E D
IA
G R
A M
12772306
A
V A
L F
A C
IL
IT
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S E
N G
IN
E E
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IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
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C R
IP
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IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
C B
A
12KV MAIN BUS
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C
B
A
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
CREEK (1)
WALLACE
CREEK NO. 2
FRENCH
CREEK NO. 1
FRENCH
COURTHOUSE
ONSLOW/ 1
EXPRESS FEEDER NO. 1
INDUSTRIAL/WTP
NO. 2 (10)
REGIMENTAL
(12)
SPARE
(11)
NO. 3
REGIMENTAL
(2)
NO. 1
REGIMENTAL
(4)
POINT NO. 1
PARADISE
(6)
NO. 1
CAPE HARD
(8)
MALL
NEW WORK.
BOLD LINES REPRESENTS
EQUIPMENT OR CONDUCTORS.
LINES REPRESENTS EXISTING
LIGHT GREY "SCREENED"2.
GENERAL NOTES.
SEE DWG EW604 FOR 1.
NOTES:
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
SHEET KEYNOTES
CONDUCTORS AND HARDWARE TO BE REPLACED AS SHOWN
EXISTING CIRCUIT TO BE RELOCATED ON NEW POLES. EXISTING 2.
INDUSTRIAL CKT NO. 9.
CONNECT NEW WTP EXPRESS FEED NO. 1 TO EXISTING1.
SUBSTATION 1: THREE-LINE DIAGRAM
SCALE: NTS
RCDW JC
EW602
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -6
.d g
672 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
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T A
T
IO
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H R
E E -L
IN
E D
IA
G R
A
12772307
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
SPARE
X6
MANOR
BERKELY
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
C B
A
E502
12KV MAIN BUS
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C
B
A
HOSPITAL
PARADISE POINT
B
HOSPITAL ALT.
GENERATOR
PARK
MIDWAY
VILLAGE
WATKINS
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
KEYED NOTES
GENERAL NOTES
REPLACED AS SHOWN.
EXISTING CONDUCTORS AND HARDWARE TO BE
EXISTING CIRCUIT TO BE RELOCATED ON NEW POLES. 2.
DEMO GENERATOR CIRCUITS AS SHOWN.1.
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SCALE: NTS
SUBSTATION 2: THREE-LINE DIAGRAM - DEMO
NEW WORK.
EQUIPMENT OR CONDUCTORS. BOLD LINES REPRESENTS
LIGHT GREY "SCREENED" LINES REPRESENTS EXISTING 1.
OFFICER.
THE PRIME CONTRACTOR TO THE CONTRACTING
REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH
CONTRACT. SUBCONTRACTORS SHALL SUBMIT
REQUIREMENT IN EACH SUBCONTRACT UNDER THIS
THE CONTRACTOR AGREES TO INCLUDE A SIMILAR C.
PROPOSED DATE OF RELEASE.
CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE
CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE
USED, AND THE PURPOSE FOR THE RELEASE. THE
INFORMATION TO BE RELEASED, THE MEDIUM TO BE
REQUEST FOR APPROVAL SHALL IDENTIFY THE SPECIFIC B.
RELEASE.
DOMAIN BEFORE THE DATE OF
OTHERWISE IN THE PUBLIC
THE INFORMATION IS2.
APPROVAL;OR
GIVEN PRIOR WRITTEN
THE CONTRACTING OFFICER HAS1.
CONTRACT, UNLESS -
OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS
(E.G. FILM, TAPE, DOCUMENT) PERTAINING TO ANY PART
UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM
OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY
THE CONTRACTOR SHALL NOT RELEASE TO ANYONE A.
CONTRACTOR SHALL COMPLY AS FOLLOWS:
RCDW AP
EW603
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -6
.d g
673 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S U
B S
T A
T
IO
N T
H R
E E -L
IN
E D
IA
G R
A M D
E M
O
12772308
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
SPARE
X6
MANOR
BERKELY
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
C B
A
E-502
12KV MAIN BUS
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
X6
C
X5
B
X4
A
X6 X5 X4
VCB RECLOSER
600:1
SRCT
C B A
SEL-651R
X3 X2 X1
C B A
SECTION
PRIMARY
SECTION
SECONDARY
VCB RECLOSER
600:1
SRCT
SEL-651R
SECTION
PRIMARY
SECTION
SECONDARY
C B A
C
B
A
HOSPITAL
PARADISE POINT
B
HOSPITAL ALT.
PARK
MIDWAY
VILLAGE
WATKINS
FEEDER NO.2
WTP EXPRESS
N A
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
KEYED NOTES
GENERAL NOTES
NEW POLES AS SHOWN.
RECONDUCTOR EXISTING CIRCUIT AND RELOCATE TO 2.
BREAKER ANDFEEDER "WTP EXPRESS FEEDER NO. 2.
TO EXISTING GENERATOR VCB, RELIABLE CIRCUIT
CONNECT NEW WTP EXPRESS FEEDER NO.21.
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
SCALE: NTS
SUBSTATION 2: NEW THREE-LINE DIAGRAM
NEW WORK.
EQUIPMENT OR CONDUCTORS. BOLD LINES REPRESENTS
LIGHT GREY "SCREENED" LINES REPRESENTS EXISTING 1.
OFFICER.
THE PRIME CONTRACTOR TO THE CONTRACTING
REQUESTS FOR AUTHORIZATION TO RELEASE THROUGH
CONTRACT. SUBCONTRACTORS SHALL SUBMIT
REQUIREMENT IN EACH SUBCONTRACT UNDER THIS
THE CONTRACTOR AGREES TO INCLUDE A SIMILAR C.
PROPOSED DATE OF RELEASE.
CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE
CONTRACTOR SHALL SUBMIT ITS REQUEST TO THE
USED, AND THE PURPOSE FOR THE RELEASE. THE
INFORMATION TO BE RELEASED, THE MEDIUM TO BE
REQUEST FOR APPROVAL SHALL IDENTIFY THE SPECIFIC B.
RELEASE.
DOMAIN BEFORE THE DATE OF
OTHERWISE IN THE PUBLIC
THE INFORMATION IS2.
APPROVAL;OR
GIVEN PRIOR WRITTEN
THE CONTRACTING OFFICER HAS1.
CONTRACT, UNLESS -
OF THIS CONTRACT OR ANY PROGRAM RELATED TO THIS
(E.G. FILM, TAPE, DOCUMENT) PERTAINING TO ANY PART
UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM
OUTSIDE THE CONTRACTOR'S ORGANIZATION ANY
THE CONTRACTOR SHALL NOT RELEASE TO ANYONE A.
CONTRACTOR SHALL COMPLY AS FOLLOWS:
RCDW AP
EW604
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -6
.d g
674 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
S U
B S
T A
T
IO
N
N E
W T
H R
E E -L
IN
E D
IA
G R
A M
12772309
R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
3000A 1200/5
(3)
3000/5
(3)
1200/5
(3)
86T
87T 86B 86F
CT
R
AC01
SST
7200:240/120
50 KVA
10 AMP FUSE
20 KA INTERRUPTING
100 AMP CONTINUOUS
TO ACP
DUKE/PROGRESS
FROM
SOURCE
12.5 KV
3000A
MAIN BUS
10 KV
TRIP / CLOSE
CC
DUKE / PROCESS
TRIP FROM
TO DUKE / PROCESS
TRIP AND BLOCK CLOSE
DIFFERENTIAL CTS
DIFFERENTIAL CTS
FROM DUKE / PROCESS
3000A
GCB
3000A
3000A
GCB04
120V
MPT
(3)
FOR MORE ACCURACY
USED 1500/5 RATIO
3000/5-1500/5
DUAL RATED CTS
3-30 AMP
BOX
JUNCTION
MPT BOX
JUNCTION
MCT
10 KV
1200A19
1200A15
1200A13
VCB
600/5
(3) R
10 KV
1200A29
1200A25
1200A23
VCB
600/5
(3) R
10 KV
1200A39
1200A35
1200A33
VCB
600/5
(3) R
10 KV
1200A49
1200A45
1200A43
VCB
600/5
(3)
1200A53
VCB
600/5
(3)
1200A55
10 KV
1200A59
FEEDER
MIDWAY PARK
FEEDER
WATKINS VILLAGE
FEEDER
BERKLEY MANOR
R
1200A63
VCB
600/5
(3)
1200A65
10 KV
1200A69
R
1200A73
VCB
600/5
(3)
1200A75
10 KV
1200A79
R
1200A83
VCB
600/5
(3)
1200A85
10 KV
1200A89
R
FEEDER
HOSPITAL ALT.
FEEDER
PARADISE POINT
FEEDER
HOSPITAL
FEEDER
SPARE
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KEYED NOTES
FEEDER NO.2
WTP EXPRESS
SEE E-646
FOR CONTINUATION
TO EXISTING CIRCUIT.
CONNECT NEW WTP EXPRESS FEEDER NO.22.
POLE LINE. EXISTING POLE LINE WILL BE DEMO'D.
OVERHEAD LINE WILL BE RELOCATED TO NEW WTP 1.
SCALE: NTS
SUBSTATION 2: ONE-LINE DIAGRAM
GENERAL SHEET NOTES
NEW WORK.
EQUIPMENT OR CONDUCTORS. BOLD LINES REPRESENTS
LIGHT GREY "SCREENED" LINES REPRESENTS EXISTING1.
EW605
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.d g
675 704
E R
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IN
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G R
A M
12772310
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V
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FIRE PROTECTION
D E
P A
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M E
V 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 A
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A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
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16"
2"
36" NOTE 1
NOTE 7
NOTE 8
NOTE 9
NOTE 6
NOTE 4,5
NOTE 4,5
NOTE 10
NOTE 5
NOTE 3
NOTE 3
NOTE 6
NOTE 2
NOTE 14
NOTE 11
NOTE 11
SEE NOTE C
NOTE 9
PVC EXTENSION SHIELD
PVC BACK PLATE
NAIL
LAGSCREW
ROAD SIDE
POLE
A1 A2
NOTE 3
NOTE 2
NOTE 1 NOTE 8
NOTE 4
NOTE 10
NOTE 5
NOTE 9
NOTE 6
NOTE 7
NOTE 6
NOTE 7
CURRENT, BUT NOT LESS THAN NO. 4 AWG
(b) AT 125% OF TRANSFORMER FULL LOAD
CONNECTING CABLE, OR
(a) TO MATCH OR EXCEED AMPACITY OF
WEATHERPROOF SOFT DRAWN WIRE-SIZE11.
CABLE GRIP HANGER10.
CONNECTOR9.
TRI-MOUNT BRACKET8.
HOSE CLAMP7.
TERMINATOR6.
MOUNTING BRACKET5.
SURGE ARRESTER, AS SPECIFIED4.
FUSE CUTOUT, AS SPECIFIED3.
PIN INSULATOR2.
WASHER, NUT AND LOCKWASHER
MACHINE BOLT, 5/8" X LENGTH NEEDED WITH 1.
NOTES:
SPECIFIC DESIGN REQUIREMENTS PROVIDED.
(NON-FUSED) OPTION. COORDINATE WITH
CUTOUT PROVIDES A FUSE OR A SOLID BLADE C.
NEUTRAL (IF EXISTING) AND POLE GROUND.
CONDUIT RISER GROUND TO MULTI-GROUNDED
CABLE INSULATION SHIELD DRAIN WIRES AND
DIRECTLY TO POLE GROUND. INTERCONNECT
CONNECT BOTTOM LEAD OF ARRESTER B.
TO CLEAR NEUTRAL CLEVIS BRACKET.
CROSSARM. POLE RISER MUST BE OFFSET
AND THE CUTOUTS ON THE BACKSIDE OF
DEADENDS TO BE UNDER THE CONDUCTORS
MODIFY POSITION OF TERMINAL ON A.
GENERAL NOTES:
STEEL ANGLE PIN14.
HOT LINE CLAMP13.
STIRRUP12.
TYPE A TYPE B TYPE C
CONDUIT LOCATION
CABLE
DIRECT BURIED
CONDUIT
DIRECT BURIED
CONDUIT
CONCRETE ENCASED
OF TRAFFIC
DIRECTION
FINISHED GRADE11.
(GENERAL NOTE B)
PVC BACK PLATE10.
LAG SCREW 3/8" X 1-1/2" LONG9.
NAIL, ALUMINUM, 1-1/2" LONG8.
CONDUIT BEND7.
CONDUIT COUPLING6.
PVC EXTENSION SHIELD5.
PVC BACK PLATE4.
CONDUCTOR
NEUTRAL OR TOP SECONDARY 3.
AS FIELD CONDITIONS WARRANT
NEUTRAL OR SECONDARY,
BELOW (FOR SECONDARY RISERS)
(FOR PRIMARY RISERS) TO 10"
TOP OF RISER SHIELD 2" ABOVE 2.
BASKET TYPE CABLE GRIPS.
SECURE CONDUCTORS WITH 1.
NOTES:
BOTTOM OF THE POLE.
INSTALL BACK PLATE WITH THE RISER SHIELD FROM THEB.
CLIMBING SURFACE.
INSTALL RISER ON SIDE OR QUARTER OF POLE AWAY FROMA.
GENERAL NOTES:
NOTE 12,13
4"
24"
40"
21"
POSITION
RISER
RISER POSITION
ALTERNATE
GRADE
FINISHED
SCALE: NTS SCALE: NTS
SIDE VIEW
FRONT VIEW
ATTACHMENT
OF GUY
POSITION
ON THE POLE
IF DEADENDS
NEUTRAL LEVEL,
BEYOND THIS POLE
IF CONTINUES ON
NEUTRAL LEVEL,
7" 7"7"
E1.1L
Locknutsek 1
Washer, square, 4, curvedd 1
Bolt, machine, 3/4 x req'd lengthc 1
QTYITEM MATERIAL
DESIGN PARAMETERS:
SINGLE DOWN GUY - HEAVY DUTY
(THROUGH BOLT TYPE)
Jumpers, as req'dav
Guy markerat 1
Clamp, anchor bondingck 1
Guy wire, as req'd (See Note 4)y
Guy attachment, guy hook typev 1
Deadend for guy strand, heavy dutyu 2
Connectors, guy bond and as req'dp
NOTES:
1. Other accepted and equivalent, heavy duty, guy deadend material (item "u") may be substituted for the ones shown.
2. Pole eye plate guy attachment and anchor shakle (item "bo")
PERMITTED LOAD IS LEAST OF:
8,500 lbs (in any direction) f RATED BREAKINGor 90
STRENGTH OF GUY WIRE
v p av u c-d-ek
Connect to pole ground when present
(See Note 2) y
(See Note 1) ck
Serve or Clip at u
RUS
may be used.
Screw, lag, 1/2 x 4j 1 j
3. 2-5/8 machine bolts and
2-3 square curved washers
4. Specify guy wire size, type guy attachment.
may be used to install and required length.
APRIL 2005
A4
SCALE: NTS
(THROUGH BOLT TYPE)
SINGLE DOWN GUY - HEAVY DUTY
RUS DETAIL E1.1L
CONDUIT RISER: K5.1 U.G.TERMINAL: S5.0
EW800
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12772311
5. Provide guy strain insulator per detail E1.5 on EW803.
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D E
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A
B
C
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1 2 3 4 5
1 2 3 4 5
A
B
C
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SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
N A
V
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M M
A N
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S Y
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C R
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A P
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DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
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L A
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
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E S
SIONA EN
G
IN
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EGISTERE
D
N O
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HSAWFO
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GROUP-OPERATED AIRBREAK SWITCH
(THREE-PHASE)
QTYITEM MATERIAL QTYITEM MATERIAL
Bolt, machine, 1/2 x req'd lengthc 4 Nut, eye, 5/8aa 2
Bolt, machine, 5/8 x req'd lengthc 15 Jumpers, as requiredav
Washer, round, 1 3/8d 4 Shackle, anchorbo 6
Washer, square, 2 1/4d 25 Switch, airbreak, group operatedcg 1
Crossarm, 3 5/8 x 4 5/8 x 10-0g 2
15 kV, w/ operating mechanism
Insulator, suspension, 4 1/4k 12
Brace, wood, 60 spancu 2
Bolt, double arm, 5/8 x req'd lengthn 4
Locknutsek 33
Connectors, as requiredp
12.47/7.2 kV
3 - PHASE PRIMARY
NEUTRAL
k bo p
See drawing N6.1 for m in
Operating Pipe m in c-d-ek neutral assembly details.
1 1/2 St'd I.P.S.
4-7 574-05 d-ek d-ek n-d-ek n-d-ek c-d-ek
PLAN VIEW
OF SWITCH ARRANGEMENT
cg av g
Insulating
Spacer c-d-ek cu
RUS
Washer, square, 3d 2 used. Install according to manufacturer's instructions.
RUS accepted pre-assembled, group operated, airbreak switches may be
NOTES: See Dwg. "H4.1" (Preferred) or "H3.1" for required grounding assembly.
APRIL 2005 S1.3
MATERIALITEM QTY
Connector, compression typep 6
12.47/7.2 kV
(THREE SINGLE-PHASE)
CUTOUTS
Position of Neutral
Cutout, distribution open (15 kV)af 3
Jumpers, as req'dav
2. Mount cutouts so that blades face climbing face of pole.
1. Specify fuse size or solid blade.
NOTES:
3-0
1-10 1-2 6 666
(See Drawing C6.21 ) afav p
NEUTRAL
SOURCELOAD
min.
RUS
APRIL 2005
12.47/7.2 kV
C6.52G
Jumpers, as req'dav
QTYITEM MATERIAL
3 - PHASE PRIMARY
Connectors, as req'dp
A2.021 Primary Assembly 1
C6.51 Primary Assembly 1
Position of Guy
(When req'd)
(FEEDTHROUGH GUIDE)
C6.52 A2.021
A2.021
C6.52
PLAN
RUS
APRIL 2005
A1
SCALE: NTS
A2
SCALE: NTS
A3
SCALE: NTS
(THREE-PHASE)
GROUP-OPERATED AIRBREAK SWITCH
RUS DETAIL S2.32
S2.32
CUTOUTS - (THREE SINGLE-PHASE)
RUS DETAIL S1.3
DOUBLE DEADEND ON STEEL CROSSARMS
(FEEDTHROUGH GUIDE)
DOUBLE DEADEND ON STEEL CROSSARMS
RUS DETAIL C6.52G
12 2917
GROUNDING ASSEMBLY - GROUND ROD TYPE
NOTES:
SECTION X-X
Pole ground wire p al cj p
#4 hard drawn copper
Compression connector when required m in
2-0 min.
aj ai x x Neutral
RUS
copper ground wire and staples.
plated ground rod andcopper3. Use conductivity of No. 6 Copper
2. Ground wire ("cj") to have minimum pole top pin.
quadrant opposite climbing space or side as neutral conductor and in
1. Ground wire to be located on same
APRIL 2005
A4
SCALE: NTS
T A
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RCDW PE
EW801
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N
12772312
GROUND ROD TYPE
GROUND ASSEMBLY H1.1
H1.1
(Bare or covered) hard drawn copper
QTYITEM MATERIAL
p ai aj al cj
Connector, compression, as req'd
Rod, ground, 3/4" min. diameter
Connector, compression, wire to ground rod
Staple, ground wire, as req'd
#4 copper wire, pole ground, as req'd
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FIRE PROTECTION
D E
P A
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M E
V 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 A
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M M
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S Y
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C R
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A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
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E P
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A C
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O N
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Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
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29936
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A1
SCALE: NTS
A2
SCALE: NTS
A3
SCALE: NTS
DEADEND BOTTOM CIRCUIT
TANGENT TOP CIRCUIT -
PROGRESS ENERGY DETAIL C5.5
DOUBLE CIRCUIT 35-90 DEGREES DEADEND
PROGRESS ENERGY DETAIL C4.5
DOUBLE CIRCUIT TANGENT CONSTRUCTION
PROGRESS ENERGY DETAIL D4.1N
A4
SCALE: NTS
SINGLE SUPPORT - NARROW PROFILE
RUS DETAIL C1.3N
QTY
ASSEMBLY: C1.
ITEM MATERIAL
SINGLE SUPPORT-NARROW PROFILE
RUS
3 - PHASE PRIMARY
12.47/7.2 kV a 3Insulator, pin type (12.47/7.2 kV) b Pin, pole top, 20" 1 c Bolt, machine, 5/8" x req'd length 7 d Washer, square 2 1/4" 7
Bracket, insulatedda
Locknutsek 7
Bracket, insulator/equipmenteq 2
C1.3N
3N
Position of Guy
NEUTRAL
a b frame pole according to C2.3NG.
NOTE: If additional or alternative guying is required, m in im u m m in im u m m in im u m
(f) (Pin, crossarm, 5/8" x 6 1/2") (2) (If req'd)
See TABLE I
MAXIMUM LINE ANGLES:
Design Parameters:
APRIL 2005
eq c-d-ek a c-d-ek c-d-ek da of Guy
Alternative Position
GROUND
TO
CLEAR
24'
T A
IL
S
RCDW VM
EW802
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P L
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P L
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12772313
BRACKET AND NUT.
USE LOCK WASHERS (ITEM 8) BETWEEN 3.
BETWEEN POLE AND NUT.
USE SQUARE WASHERS (ITEM 7) 2.
INSTALLED PER DWG PX02.
POLE GROUND CONDUCTOR SHALL BE 1.
NOTES:
EJA
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FIRE PROTECTION
D E
P A
R T
M E
V 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 A
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C
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T E
M M
A N
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DES DRW
S Y
M D
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C R
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IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
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R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
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A T
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29936
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GIARC
D
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P L
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P L
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IM
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P
L O
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A T
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L O
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IM
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12.47/7.2 kV
Insulator, suspension, 4 1/4k 12
QTYITEM MATERIAL
DESIGN PARAMETERS:
3 - PHASE PRIMARY
Screw, lag, 1/2 x 4j 2
Bolt, carriage, 3/8 x 4 1/2i 4 g 2
Washer, square, 2 1/4d 10
Bolt, eye, 5/8 x req'd lengtho 2
Bolt,double arming,5/8 x req'd lengthn 4
Nut, eye, 5/8aa 8
Shackle, anchorbo 2
Brace, 28cu 4
NOTES:
K j cu i-ek g
Position of Guy
Position of Neutral d-ek aa-ek k ek d-ek n-d-ek i
1. Double arming bolt, item n, and eye nut, item aa, may be re-placed with double arming eye bolt, item dy.
2. Maximum line angle may be increased to 15 by installing anchor shackles, item bo, to
(horizontal) eye nuts and installing side guys as req'd.
3. Designate as C6.31 for assembly with three crossarms.
Locknutsek 26
(When req'd)
(See drawing N6.1 for materials
(NOTE: Install A1.01 when extending conductor across assembly.)
d-ek aa-ek *bo
*o aa-ek m in
*aa-ek and construction details)
PERMITTED UNBALANCED
CONDUCTOR TENSION:
MAXIMUM LINE ANGLE = 5
(See Note 2) RUS
Washer, square, 3, curvedd 2
See Table A (Exhibit 2)
*Optional
Jumpers, as req'dav
Connectors, as req'dp
APRIL 2005
12.47/7.2 kV
Insulator, suspension, 4 1/4k 6
QTYITEM MATERIAL
DESIGN PARAMETERS:
3 - PHASE PRIMARY
g 2
Washer, square, 2 1/4d 11
CONDUCTOR TENSION:
Bolt, eye, 5/8 x req'd lengtho 1
Bolt,double arming,5/8 x req'd lengthn 3
Nut, eye, 5/8aa 3
Brace, wood, 60" spancu 2
Locknutsek 18
NOTES:
1. Designate as``C5.31L" for assembly arming bolt, item n, and eye nut,
2. Double arming eye bolt, item dy, with three crossarms.
may be used instead of double item aa.
PLAN
Position of Neutral k o-d-ek g
GUY
(See Note 1) n-d-ek d-ek aa-ek k d-ek
PERMITTED UNBALANCED
RUS
C5.21L,C5.31L
Washer, square, 3, curvedd 1
See Table A (Exhibit 2)
(LARGE CONDUCTORS)
Washer, round, 1 3/8"d 4
Bolt, machine, 1/2" x req'd lengthc 4
APRIL 2005
cu ek c-d-ek of Guy
Position d(round) c(1/2")
A1
SCALE: NTS
A2
SCALE: NTS
A4
SCALE: NTS
C6.21
DOUBLE DEADEND ON STEEL CROSSARMS
Crossarm, 5" x 5" x 64" GALVANIZED STEEL
DOUBLE DEADEND ON STEEL CROSSARMS
RUS DETAIL C6.21
SINGLE DEADEND ON STEEL CROSSARMS
Crossarm, 5" x 5" x 64" GALVANIZED STEEL
29 29
FIVE DOWN GUY GUID - LARGE CONDUCTORS
RUS DETAIL E5.3LG
DESIGN PARAMETERS:
FIVE DOWN GUY GUIDE - LARGE CONDUCTORS
y
5-0 min u ck at
Serve or Clip av p av
The following single down guy assemblies may be used, (multiply material quantities by 4):
E1.1 : Through Bolt Type
E1.1L: Through Bolt Type, Heavy Duty
E1.2 : Wrapped Type
E1.3L: Pole Band Type (Shown Above) insulated extension link, (item eu ), (mininum 12 ), in primary assembly.
less than 12, install (minimum 12 ) guy strain insulator, (item w ), or than shown here. If distance between primary assembly and down guy is
Position guys as shown on applicable pole top assembly unit if different
NOTES:
(See Single Down Guy drawings)
RUS
APRIL 2005
E5.3LG
GUY STRAIN INSULATOR
PERMITTED LOAD = 8,500 lbs.
DESIGN PARAMETERS:
Insulator, guy strainw
ITEM MATERIAL
w
Serve or Clip
RUS
deadend) other accepted
(Three bolt clamp or guy attachment) or other accepted
(pole eye plate type
APRIL 2005
E1.5
A3
SCALE: NTS
(LARGE CONDUCTORS)
SINGLE DEADEND ON STEEL CROSSARMS
RUS DETAIL C5.21L
T A
IL
S
RCDW VM
EW803
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -8
.d g
679 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
12772314
Install guy strain insulators per E1.5.
connector.
to down guy wire below guy deadend
Ground wire jumper may be attached1.
NOTES:
(minimum).
the neutral conductor crossing point
Extend insulator 24 inches below 2.
wire. (Note 1)
Connect to ground
Note 2 w (per E1.5)
GUY STRAIN INSULATOR E1.5
EJA
V A
L F
A C
IL
IT
IE
S E
N G
IN
E E
R
IN
G S
T S
T E
M S C
O M
M A
N D
M
ID
L A
R E
N O
R F
O L
K
V
IR
G
CHIEF ENG/ARCH
FIRE PROTECTION
D E
P A
R T
M E
V 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 A
V
C
IL
IT
G
IN
E E
R
S
T E
M M
A N
D
DES DRW
S Y
M D
E S
C R
IP
T
IO
N D
A T E
A P
P R
DRAWFORM REVISION: 31 JANUARY 2017
CHK
SATISFACTORY TO
APPROVED
ACTIVITY
DATE
FOR COMMANDER NAVFAC
SEAL
A/E INFO
D
N O
T P
O
IN
T W
A T
E R T
R E
A T
M E
N T P
L A
N T R
E P
L A
C E
M E
N T
M A
R
R
J E
U N
E J
A C
K S
O N
V
IL
L E
N
Suite 214 Raleigh, NC 27604 3120 Highwoods Blvd, 04/22/2021
DSN
Sophia Schwartz, via email
P R
O F
E S
SIONA EN
G
IN
E E
R
R
EGISTERE
D
N O
T G
NI
HSAWFO
E T
A T
S
L
29936
R E
N G
A W
GIARC
D
L
A N
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
IM
E
DESIGN PARAMETERS:
SCREW ANCHORS, (POWER INSTALLED)
DESIGNATED MAXIMUM
HOLDING POWER (lbs.)
F2.6: 6,000
F2.8: 8,000
F2.10: 10,000
F2.12: 12,000
NOTE: Designated maximum holding power rating assumes proper installation in class 5 soil.
Anchor, screw type, power installedz 1 1
Rod, anchor, twin eye, 3/4 X 8'0x
Rod, anchor, thimble eye, 5/8 x 7'0x 1 1
QTYITEM MATERIAL QTY QTY QTY
.6 .8
1 1
ASSEMBLY: F2
Approx. after strain is applied.
z x
Normally
Minimum Area (sq. in.) 90 100 120 135
RUS
ASSEMBLY NUMBERS
NEW )OLD(
F2.12 (F1-4S)
F2.10 (F1-3S)
F2.8 (F1-2S)
F2.6 (F1-1S)
.10 .12
APRIL 2005
A2
SCALE: NTS
A1
SCALE: NTS
A4
SCALE: NTS
SCREW ANCHORS (POWER INSTALLED)
RUS DETAIL F2.10
DOUBLE CIRCUIT 35-90 DEGREES DEADEND
PROGRESS ENERGY DETAIL D5.6
T A
IL
S
RCDW VM
EW804
F
IL
E N
A M
E
P L
O T D
A T
E
P L
O T T
IM
E
P
L O
T D
A T
E P
L O
T T
-E
W -8
.d g
680 704
E R
H E
A D P
O W
E R D
IS
T R
IB
U T
IO
N
12772315
DESIGN PARAMETERS:
DOUBLE DOWN GUY GUIDE
(THROUGH BOLT TYPE)
NOTES:
Position guys as shown on applicable pole top assembly unit if different…
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