20171100 Ver 1_170518 Pole Relocation from Dominion_20171018

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�5�a �.-It��. Installa�tior� T€�r�ue 1rb,�L ,
Initial Sa� Table
Loading: MEDIUM SLACK
Conductor Size: _ �2 TRIP�EX
R.S. = 80'
Degrees Inches Tension
30° 25 SLACK
45° 2 6 S LAC K
60° 27 SLACK
75° 28 SLACK
90° 29 SLACK
�
LBS.
THIS SHOWS THE GUYING FOR THE TAP LINE.
INSTALL A G1516 ON ANCHOR �1 TO HOLD THE
MAIN LINE ANGLE. GUYING FOR THE NEUTRAL HAS
BEEN ADDED AND THE 1 GUY WILL HOLD BOTH.
WL 7
Q0620 BE42
50' Class 2 — JU
I N STALL
P502
X10DEFGLD (BH�4")
FDDEP3P
TIE24POST (3)
PWIREXFERB (6)
PWIREXFERA (3)
FANOUT3 (2)
PGC36
P246AL3 (250)
P10AL3 (60) TO SPLICE
TAP LINE
XDEFGLD (BH�40")
FDEP3F
T7250TF (BH�60")
DESHOE10 (4)
SDDE1 (BH�36")
STDE (BH�4")
N10AL (250)
ST10AL (100)
SWIREXFERA (4)
GROD4CUGH (10)
GRODCUGHF
GGM (2)
G716A (NEUTRAL)
G1516 (FOR PRIMARY
ANGLE— TOP CONDUCTORS)
G1716A (2) (ONE ON EACH
ANCHOR TO HOLD TAP)
ANC1012SQ (2)
LOHSC, DESHOE24 (6)
TRANSFER
LOV 14SV
BKTUS6FT (TRANSFER FROM
WL9)
SCRAP
P404
X10WB
XDEFGLD
STDE
FDEP3F
G1716A
G516
ANC1012SQ
GGM
PGX
N 10AL (80)
OHMS:___ RODS:___
REPLACE POLE, XARM.
INSTALL TRANSFORMER.
DOUBLE DEADEND THE
PRIMARY AND 1/0 TRIPLEX.
ROLL THE TRIPLEX BACK ON
THE SOUTH SIDE OF THE
POLE AND FEED BOTH
SERVICES FROM WL7.
REPLACE 1/0 NEUTRAL
CROSSING THE ROAD WITH
1/0 TRIPLEX TO SERVE
WL10. TRANSFER PRIMARY,
5T1/0 AND 2—#2 SVC
DROPS. ALL PHASES NEED
TO BE INSTALLED ON THE
XARM WITH THE PERCH
GUARD GOING BETWEEN THE
2 PHASES ON THE SAME
SIDE OF THE POLE. WILL
NOT NEED TO GUY CHANGE
OF NEUTRAL PER POLE
LOADING CALCS.
Initial Saa
Loading:30� MEDIUM
Conductor Size: = 246
R.S. = 300'
Degrees Inches
30° 17
45° 20
60° 23
75° 27
90° 32
WL 3
Q0620 BD18
45' Class 3 — JU
INSTALL
P453
X10WB (BH�8")
FP3
TIE24POST (3)
PWIREXFERB (3)
FANOUT3
PGC36
T7250TF (BHC�60")
STA30 (BH�36")
SWIREXFERA (3)
STSK (BH�4")
GROD4CUGH (10)
GRODCUGHF
SCRAP
P404
X10AB
FRP3
T7250TF
STA30
OHMS:___ RODS:___
REPLACE POLE, XARM
AND TRANSFORMER.
TRANSFER PRIMARY,
ST1/0 AND 2—#2 5VC
DROPS. ALL PHASES
NEED TO BE INSTALLED
ON THE XARM WITH
THE PERCH GUARD
GOING BETWEEN THE 2
PHASES ON THE SAME
SIDE OF THE POLE.
INSTALL SPAN GUYS TO
W L4.
Table
Tension
1850
1 600
1350
1150
1000
L.BS.
WL 9
Q0620 BD29
40' Class 4— JU
SCRAP
P404
XD10AB
FDDE3P
T7225TF
P40ACSR3 (180)
P40ACSR3 (75)
N10AL (180)
ST10AL (75)
ST10AL (50)
GG (2)
G516 (2)
G112 (3)
ANCIOSW (3)
Sj,��
9�
WL 11
Q0620 BE33
35' Class 5— NJU
INSTALL
P355
STS K
ST10AL (70)
SWIREXFERA
PULL 1/0 TRIPLEX TO
WL7 TO FEED SVC (#2
TRIPLEX) ON THE OTHER
SIDE OF THE CREEK
WL 5
Q0620 BD39
45' Class 3 — JU
INSTALL
X10WB (BH�8")
FP3
TIE24POST (3)
PWIREXFERB (3)
FANOUT3
PGC36
X10GB (BH�36")
T7225TTT (BH�60")
STA30 (BH�36")
SWIREXFERA (2)
STSK (BH04")
SCRAP
X10AY
FP3
X10GB
T7225TTT
STA30
OHMS:___ RODS:___
REPLACE ALLEY ARM
AND FRAME THE POLE
FOR TANGENT
CONSTRUCTION IN AVIAN
PROTECTION AREA.
REPLACE TRANSFORMERS
AND TRANSFER PRIMARY,
ST1/0 & #2 SVC DROP.
ALL PHASES NEED TO
BE INSTALLED ON THE
XARM WITH THE PERCH
GUARD GOING BETWEEN
THE 2 PHASES ON THE
SAME SIDE OF THE
POLE. STAPLE POLE
GROUND.
�— N �� —
PR1=#2 & SEC= ST1/0
WL 2
Q0620 AD97
40' Class 4 — JU
I N STALL
WBRACE8
PGC36 (2)
STENCIL
GD4CU
GGM
G516
G1716A
ANCIOPIHS
GROD4CUGH (2)
GRODCUGHF
KCONCRETEF
KCONCRETER
FBRACE
REPLACE FLAT
BRACES WITH
WOOD BRACES.
INSTALL PERCH
GUARDS BETWEEN
PHASES INSTALL
GUYS & ANCHOR
TO HOLD 3
PHASE TAP.
INSTALL POLE GD.
AND INSTALL
MOLDING.
ls
U
�C=
�
B�A �
r
Z� 1 1
//// 12. 5 — N //�/
PRI=1 /0 SEC=ST1 /0 10
12
//// 12.5—N ////
PRI & NEU=#2
��E D
C7
�
�
WL 10
Q0620 BE52
35' Class 5— JU
INSTALL
STSK, STENCIL
PULL #2 TRIPLEX FROM
WL8 TO FEED SVC DROP
WL 6
Q0620 BD06
45' Class 3 — JU
INSTALL
P453
X10DEFGLD (BH�4")
FDDEP3P
TIE24POST (3)
PWIREXFERB (6)
FANOUT3 (2)
PGC36
SDDE1 (BHC�56")
SWIREXFERA (4)
STSK (BH�4")
DESHOE24 (6)
SCRAP
P404
XFB
FRP3
STA30
REPLACE POLE, XARM.
DOUBLE DEADEND THE
PRIMARY AND 1 /0
TRIPLEX. ROLL THE
TRIPLEX BACK ON THE
SOUTH SIDE OF THE
POLE AND FEED BOTH
SERVICES FROM WL7.
TRANSFER PRIMARY,
ST1 /0 AND 2—#2 SVC
DROPS. ALL PHASES
NEED TO BE INSTALLED
ON THE XARM WITH
THE PERCH GUARD
GOING BEfWEEN THE 2
PHASES ON THE SAME
SIDE OF THE POLE.
WL 1
Q0620 BD37
40' Class 4 — JU
INSTALL
WBRACE8
PGC36 (2)
WLGTX (2)
GDMOLD
GG
G516
GSP516 (125)
GISP516 (125)
ANC10PIHS
KGNDTESTR
SCRAP
FBRACE
OHMS:___ RODS:___
REPLACE FLAT BRACES
WITH WOOD BRACES.
INSTALL PERCH GUARDS
BEfWEEN PHASES.
INSTALL WLGTX ON
BOTH TXS. INSTALL
SPAN GUYS, DOWN GUY
& ANCHOR.
INSTALL LAGS IN
SHIELDING. STAPLE
POLE GD. AND INSTALL
MOLDING. EXTEND
SHIELDING
2" BEYOND NEUTRAL.
MEGGER GROUND.
WL 12
Q0620 BE57
45' Class 3 — JU
INSTALL
P453
X10DEFGLD (BH�TOP
HOLE)
FDDEP3P
TIE24POST (3)
DESHOE24 (6)
PWIREXFERB (3)
FANOUT3 (2)
PGC36 (2)
T7225TT15 (BH�60")
SDDE1 (BH�36")
SWIREXFERA (3)
STSK (BH�4")
GGM
G516
G1716A
ANC1012SQ
GROD4CUGH (10)
GRODCUGHF
FLAGOHLN (120)
SCRAP
P404
X10AB
FAP3
T7225TT15
S1
GG
G516
G112
ANC10SW
OHMS:___ RODS:___
REPLACE POLE, XARM
AND TRANSFORMERS.
DOUBLE DEADEND
PRIMARY. TRANSFER
SVC DROP. ALL PHASES
NEED TO BE INSTALLED
ON THE XARM WITH
THE PERCH GUARDS
INSTALLED ON BOTH
SIDES BECAUSE OF
OPEN DELTA BANK.
INSTALL ANCHOR AND
G UYS.
WL 8
Q0620 BE52
40' Class 4— NJU
INSTALL
STDE (BH�36" BELOW
TRANSFORMER)
STSK (BH�4")
ST2AL (80)
KGNDTESTR
OHMS:___ RODS:___
EXISTING GUYING IS
ADEQUATE. REPLACE 1/0
NEUTRAL GOING TO WL7
WITH 1 /0 TRIPLEX.
PULL #2 TRIPLEX TO
WL10 TO FEED SVC.
DROP.
WL 4
Q0620 BD14
35' Class 5 — JU
INSTALL
GG
G516
GSP516 (50)
GISP516 (50)
ANCIOPIHS
SCRAP
GGM
G516 (2)
GSP516 (45)
GISP12 (45)
INSTALL SPAN GUYS,
Initial Sa� Table
Loading: MEDIUM S�ACK
Conductor Size: = 1/0 TRIPLEX
R.S. = 80'
Degrees Inches Tension
30° 28 SLACK
45° 2 9 S LAC K
60° 30 SLACK
7 5° 31 S LAC K
90° 32 SLACK
Initial Sa� Table
Loading: 50� MEDIUM
Conductor Size: = 1 /0
R.S. = 300'
Degrees Inches Tension
30° 13 1 150
45° 15 1050
60° 17 900
75° 20 800
90° 23 650
Initial Saa Table
Loading: 50% MEDIUM
Conductor Size: = 1/0 TRIPLEX
R.S. = 100'
Degrees Inches Tension
30° 5 750
45° 6 700
60° 6 600
75° 7 550
90° 9 450
LBS.
LBS.
LBS.
icinit a
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Field Chan es
General Notes
POC:JAMES PULLEY 0:252-332-1813 C:252-287-2157
Le end
Pro'ect Data
Sub. Sta. Cir No. Map No.
COLUMBIA 62845
Tax District Miss U
79022 811
Easement No.
Device No.
62845 32
Customer Billing Scale 1 "=39'
Project RELOCATE LINES FOR CITY OF COLUMBIA
Location 602 RD ST, COLUMBIA, NC
Work Request Drawn E
101311 4 JAP
Sheet � of �