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OVERHEAD CONSTRUCTION MANUAL
S.W.E.R. CONSTRUCTION Go to SECTION INDEX Back to MAIN INDEX
DESCRIPTION PAGE DESCRIPTION PAGE
INDEX30.06.05
T.Borg05 1031 1
HARD COPYUNCONTROLLED
C. Noel
C.Avenell
Sh 1
CONSTRUCTION CONSTRUCTION
1165/1
1165/2
S12TT
S19TT
S12P/EPR
S11TT
1437
1437
1437
1438
1438
1438
S11P/EP
S19P/EP
S11P/ET
Intermediate with Intermediate O.H.E.W. (11kV)
S.W.E.R CONSTRUCTIONG 29.01.08
S11S/ES
1000
1000
1000
1001
1001
1001
1002
1002
1002
1003
1003
1003
1004
1004
1004
1439/1
1439/2
1439/2
1439/2
1440/1
1440/2
1440/2
1440/2
S.W.E.R POLE TOP CONSTRUCTION
S.W.E.R POLE TOPS WITH OVERHEAD
EARTHWIRE CONSTRUCTION
S11P
S12P
S19P
S11A
S12A
S19A
S11T
S12T
S19T
S11S
S12S
S19S
S12P/EP
S11P/EPR
S19P/EPR
S12P/ET
S19P/ET
S12S/ES
S19S/ES
Construction Code Guide - Pole tops
Construction Code Guide - Line Fault Indicator
Intermediate (11kV)
Intermediate (12.7kV)
Intermediate (19.1kV)
Flying Angle (11kV)
Flying Angle (12.7kV)
Flying Angle (19.1kV)
Termination (11kV)
Termination (12.7kV)
Termination (19.1kV)
Termination/Termination (11kV)
Termination/Termination (12.7kV)
Termination/Termination (19.1kV)
Strain (11kV)
Strain (12.7kV)
Strain (19.1kV)
Intermediate with Intermediate O.H.E.W. (12.7kV)
Intermediate with Intermediate O.H.E.W. (19.1kV)
Intermediate with Intermediate O.H.E.W. Raiser
Intermediate with Intermediate O.H.E.W. Raiser
Intermediate with Intermediate O.H.E.W. Raiser
(11kV)
(12.7kV)
(19.1kV)
Intermediate with Termination O.H.E.W. - material
Intermediate with Termination O.H.E.W. (11kV)
Intermediate with Termination O.H.E.W. (12.7kV)
Intermediate with Termination O.H.E.W. (19.1kV)
Strain with Strain O.H.E.W. - material
Strain with Strain O.H.E.W. (11kV)
Strain with Strain O.H.E.W. (12.7kV)
Strain with Strain O.H.E.W. (19.1kV)
H 20.2.12
JI 4.2.15
1165/3Construction Code Guide - GUSS
J 14.1.15
Intermediate on steel raiser to wood pole 1996S11PRS
S22PRS
S33PRS
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FILE: 5Page
DESCRIPTION PAGE DESCRIPTION PAGE
INDEX30.06.05
T.Borg05 1031 2
HARD COPYUNCONTROLLED
C. Noel
C.Avenell
Sh 2
CONSTRUCTION CONSTRUCTION
S.W.E.R CONSTRUCTION
1650
1652
S.W.E.R TO EXISTING SINGLE OR 3
PHASE CONSTRUCTION
S11P/HV
S12P/HV
S19P/HV
S11S/HV
S12S/HV
S19S/HV
S11T/HV
S12T/HV
S19T/HV
Intermediate SWER to existing single or
3 phase construction
Strain SWER to existing single or 3 phase
construction
B 6.8.14
C
GUSS CONSTRUCTION
LVUGG
GUSS25
1966/1GUSS construction with UG service - Material
1966/2GUSS construction with UG service
1966/3
cable guard to pole
GUSS construction with UG service
LVAGG
GUSS25
1971/1
1971/2
1971/3
GUSS construction with above ground service
cable guard to pole
GUSS construction with above ground service
Material
GUSS construction with above ground service
C 5.2.15
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L. Burton
S 12 T/B/RAI
E
H
VOLTAGE CONDUCTOR CODE
OOO = No conductor fittings
EXAMPLE:-
S.W.E.R.
S
A = Flying Angle
S = Strain
T = Termination
INSULATOR FITTING TYPE
B = Ball and socket GZ = 3/2.75 SCGZAC = 3/2.75 SCAC
RAI = Raisin 3/4/2.5 ACSR
SUL = Sultana 4/3/3.0 ACSR
APP = Apple 6/1/3.00 ACSR
BAN = Banana 6/1/3.75 ACSR
S19S/B/GZ = SWER 19.1kV Strain construction,Ball and socket disc insulators, 3/2.75 SCGZ conductor
CONSTRUCTIONS
S12P/AC = SWER 12.7kV Intermediate pin construction,3/2.75 SCAC conductor
(Omit with Pin const.)
S.W.E.R. CONSTRUCTION
1165
12.5.00
F
05 1165 1
detail drawings in this manual.
appears on relevant construction
Code shown within dashed box
A
POLE TOPS
CONSTRUCTION CODE GUIDE
POLE TOP - CONSTRUCTION CODE
19 = 19.1kV
12 = 12.7kV
11 = 11kV
LIB = Libra 7/3.0 AACP/EP = SWER Pin / Earthwire Pin
P/ET = SWER Pin / Earthwire Termination
S/ES = SWER Strain / Earthwire strain
P/EPR = SWER Pin / Earthwire Raiser pin
*
*Omit for OHEW
1.9.04
17.11.06
1
HARD COPYUNCONTROLLEDG 24.9.07
P = Pin Intermediate
TT = Termination/Termination
P/HV = Intermediate to Existing 11/22/33kV
T/HV = Termination to Existing 11/22/33kV
S/HV = Strain to Existing 11/22/33kV
H 1.12.15
C. Avenell
C. Noel
PRS = Pin intermediate raiser (steel)
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EXAMPLES:-
CONSTRUCTION CODE GUIDE
05 1165 22
LINE FAULT INDICATOR
LINE FAULT INDICATOR - CONSTRUCTION CODE
17.11.06
A
1165
S.W.E.R. CONSTRUCTION
S 19 LFI
B 04.05.12
C
TYPE
C.Avenell
C.Noel
T.Borg
HARD COPYUNCONTROLLED
C 8.8.14
detail drawings in this manual.
appears on relevant construction
Code shown within dashed box
CONSTRUCTION No. OF UNITS
Go to construction drawing 1957 and code page 1177 Sheet 5 in 11/22/33kV construction wood pole folder
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3
12/1/15
detail drawings in this manual.
appears on relevant construction
Code shown within dashed box
A
1165
S.W.E.R. CONSTRUCTION
LV/UGG 1
VOLTAGE
HARD COPYUNCONTROLLED C. Avenell
C. Noel
GRID UTILITY SUPPORT SYSTEM (GUSS) CABLE TERMINATION - CONSTRUCTION CODE
LV = Low Voltage
CONSTRUCTION
UGG = Underground service to GUSS unit
AGG = Above ground service to GUSS unit
CABLE SIZE
1 = 16mm† Cu 4 core
EXAMPLES:- LV/UGG1 = Low voltage, Underground service to guss unit with 16mm† Cu 4 core cable.
detail drawings in this manual.
appears on relevant construction
Code shown within dashed box
A
EXAMPLES:-
GRID UTILITY SUPPORT SYSTEM (GUSS) - CONSTRUCTION CODE
CAPACITY (kVA) MANUFACTURER
CONSTRUCTION CODE GUIDE
GRID UTILITY SUPPORT SYSTEM (GUSS)
CONSTRUCTION
GUSS = Grid Utility Support System 25 = 25kVA SC = S & C
GUSS 25 SC
GUSS25SC = Grid utility support system, 25kVA, manufactured by S & C.
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F
F
F
L. Burton
F
H
MATERIAL
37-1
42-1
46-3
NOTES:
SUPPLY
00
150
250
340420
Tee Off position
Tee Off position
Assy 37-1
Assy 42-1
Working Steps
700
1
1
900
Stay position
Pin insulator 22/33kV to pole bracket
Insulator pin 33kV
Bracket pole top to wood pole
S.W.E.R. CONSTRUCTION
1000
29.10.99
S19P
S12P
Construction Type
05 1000 1
INTERMEDIATE
S11P
E 12.4.06 HARD COPYUNCONTROLLED
Working Steps1350
100 If requiredAssy 73-14
173-14 Coachscrew M16 x 130 to wood pole
F 29.9.08
if required
Working hang point
G 21.2.12C. Avenell
C. Noel
Assy 46-3
1
ASSY DESCRIPTION QTY
H 5.2.13
Refer Assy 96 for details.
bad vibration areas fit 2 dampers per conductor per span.
Fit 1 damper per conductor per span, except in known
3. Vibration Damper fitted to all S.W.E.R. Construction.
CONSTRUCTION PRACTICES.
2. For wood pole attachments and foundations refer to
contact with the wood.
be greased for the entire length that may come into
1. All metalwork that passes through or into wood shall
bands installed
without a stay require gapped
All new SWER intermediate poles
Earthing dwg. 1284, 1330 or 1775.
For gapped bands refer
NOTE:
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MATERIAL
26-8
NOTES:
Eyebolt extension to wood pole
1
1
00
150
700
1150 Working Steps
Stay position
Assy 26-8
S.W.E.R. CONSTRUCTION
1001
29.10.99
����������C 19.2.02
Construction Type
05 1001 1
S12A
S19A
FLYING ANGLE
Refer Note 4.
S11A
����������D 30.6.04�
�
�
�
157-3 Insulator disc (B&S) - angle (triple)
F
=
=
F
F
F
F
Refer Note 5.
4. Designer to calculate Minimum and Maximum deviation angle.
F
F
1. All metalwork that passes through or into wood shall
be greased for the entire length that may come into
contact with the wood.
2. For wood pole attachments and foundations refer to
Construction practices.
5. Mount insulators on bisect.
3. Vibration Damper fitted to all S.W.E.R. Construction.
Fit 1 damper per conductor per span, except in known
bad vibration areas fit 2 dampers per conductor per span.
Refer Assy 96 for details.
E 28.7.06
HARD COPYUNCONTROLLED C. Avenell
C. Noel
F 21.2.12
QTYDESCRIPTIONASSY Assy 157-3
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ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
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FL. Burton F
MATERIAL
36-3 1Eyebolt M20 to wood pole
NOTES:
S.W.E.R. CONSTRUCTION
00
150
225
700
1150
Tee Off Position
Stay position
Working Steps
Assy 36-3
1002
29.10.99C 19.2.02
TERMINATION
05 1002 1
S12T
S19T
Construction Type
D 1.7.04
S11T
157-1
157-2
Insulator disc (B&S) - termination (triple)
Insulator disc (B&S) - termination (triple)
E 28.7.06
1. All metalwork that passes through or into wood shall
be greased for the entire length that may come into
contact with the wood.
2. The eye of all eyebolts to be in the vertical plane and pulled
tight against the crossarm/pole.
The thread immediately behind the nut shall be burred to
effectively prevent loosening of the nut.
3. For wood pole attachments and foundations refer to
CONSTRUCTION PRACTICES.
4. Vibration Damper fitted to all S.W.E.R. Construction.
Fit 1 damper per conductor per span, except in known
bad vibration areas fit 2 dampers per conductor per span.
Refer Assy 96 for details.
HARD COPYUNCONTROLLED
F 21.2.12�
C. Avenell
C. Noel
Assy Selection
157-1 or 2
QTYDESCRIPTIONASSY
1
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APPROVED
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F
F
F
F
E. Newton
F
F
150 min
G
MATERIAL
DESCRIPTION
or
36-3
87-1 to 12
or87-3 or 10
or90-1 to 5
88-1 to 7
88-7
2
1
Connector PG Al/Steel-Cu or Cu-Cu
Sleeve Non Tension Compression
Connector PG Al/Steel-Al/Steel
Connector PG Al/Steel-Cu or Cu-Cu
Connector PG Al/Steel-Al/Steel
2Eyebolt M20 to wood pole
Working Steps1150
700
300225
150
00
Stay position
Tee Off Position
SUPPLY
Assy 36-3
Dev. 60 Min - 90 Max.
S.W.E.R. CONSTRUCTION
1003
29.10.99
o o
NOTES:
F
D 01.07.04
05 1003 1
Construction Type
S12TT
S19TT
TERMINATION/TERMINATION
or 90 for detail.
Refer Assemblies 87, 88
Non Tension Connector
F
E
S11TT
for the entire length that may come into contact with the wood.
1. All metalwork that passes through or into wood shall be greased
prevent loosening of the nut.
The thread immediately behind the nut shall be burred to effectively
against the crossarm/pole.
2. The eye of all eyebolts to be in the vertical plane and pulled tight
PRACTICES.
3. For wood pole attachments and foundations refer to CONSTRUCTION
157-1
157-2
F
Insulator disc (B&S) - termination (triple)
Insulator disc (B&S) - termination (triple)
per conductor per span. Refer Assy 96 for details.
conductor per span, except in known bad vibration areas fit 2 dampers
4. Vibration Damper fitted to all S.W.E.R. Construction. Fit 1 damper per
F 21.02.12C. Avenell
C. Noel
G 04.05.12
157-1 or 2
Assy Selection
ASSY QTY
2
F
28.07.06
380 Min.
HARD COPYUNCONTROLLED
A ORIGINAL ISSUE
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SUPPLY
F
F
F
�
��B� 1/2 �DISC
�
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L. Burton
F
F
F
�
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��
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F
S.W.E.R. CONSTRUCTION
150 Min.
1004
29.10.99
NOTES:
1
1
Bracket pole top to wood pole
Pin insulator 22/33kV to pole bracket
1
Connector PG Al/Steel-Cu or Cu-Cu
Sleeve Non Tension Compression
Connector PG Al/Steel-Al/Steel
2
2
Eyebolt M20 to wood pole
Insulator pin 33kV
1
00100
150225
390
700
1150 Working steps
Stay position
Assy 37-1
Assy 36-3
Tee off position
Assy 42-1
37-1
42-1
46-3
36-3
or87-3 or 10
or90-1 to 5
88-7
MATERIAL
DESCRIPTION
��
�
�19.2.02C ��
�
�
Construction Type
STRAIN
05 1004 1
S12S
S19S
Non Tension Connector
Refer Assemblies 87, 88 or 90
for detail.
F
S11S
157-1
157-2
�������
�
�D ��
�
�
�
�
�
��1.7.04
Insulator disc (B&S) - termination (triple)
Insulator disc (B&S) - termination (triple)
E 28.7.06
1. All metalwork that passes through or into wood shall be greased
for the entire length that may come into contact with the wood.
2. The eye of all eyebolts to be in the vertical plane and pulled tight
against the crossarm/pole.
The thread immediately behind the nut shall be burred to effectively
prevent loosening of the nut.
3. For wood pole attachments and foundations refer to CONSTRUCTION
PRACTICES.
4. Vibration Damper fitted to all S.W.E.R. Construction. Fit 1 damper per
conductor per span, except in known bad vibration areas fit 2 dampers
per conductor per span. Refer Assy 96 for details.
HARD COPYUNCONTROLLED
F 21.2.12�
C. Avenell
C. Noel
Assy Selection
157-1 or 2
ASSY QTY
Assy 46-3
F
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S.W.E.R. CONSTRUCTION
Construction Type
1.10.04
05 1437 11437
S12P/EP
S19P/EP
L. Burton
INTERMEDIATE WITH
S11P/EP
INTERMEDIATE OVERHEAD EARTHWIRE
37-1
40-3 Pin insulator 22/33kV to 100 undrilled X-arm
QTYDESCRIPTIONASSY
Brace single to undrilled x-arm (100) and wood pole33-10
42-1
46-3
Pin insulator 22/33kV to pole bracket
Insulator pin 33kV
1
1
1
2
NOTES:
MATERIAL
25-30 1Crossarm undrilled 1800x100x100
2. For wood pole attachments and foundations refer to
CONSTRUCTION PRACTICES.
Assy 46-3
Assy 42-1
Assy 33-10
Assy 40-3
F
F
F
F
Assy 25-30
2218 26
200
F
660 700
CROSSARM DRILLING DETAIL1800x100x100
F
F
F
F
F
F
F
F
Assy 37-1
F
Working Steps
00
2100
1650
150
1150
340
Assy 29-10
Bracket pole top to wood pole
29-10 X-arm undrilled single (100) 11/22/33kV to wood pole 1
1
B 17.8.06
C
1. All metalwork that passes through or into wood shall be greased
for the entire length that may come into contact with the wood.
3. Vibration Dampers fitted to all S.W.E.R. and Earthwire Construction.
Fit 1 damper per conductor per span, except in known bad vibration
areas fit 2 dampers per conductor per span. Refer Assy 96 for details.
EARTHING
Refer Dwg. 1441
or 1442.
Refer Note 4.
4. Earth wire to be attached to pole on opposite side to SWER insulator.
HARD COPYUNCONTROLLED
Assy 46-3
C. Avenell
C. Noel
C 21.2.12
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ABN 50 087 646 062Dwg Sh
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37-5
40-3 Pin insulator 22/33kV to 100 undrilled X-arm
QTYDESCRIPTIONASSY
Brace single to undrilled x-arm (100) and wood pole33-10
42-1
46-3
Pin insulator 22/33kV to pole bracket
Insulator pin 33kV
1
1
1
1
2
NOTES:
MATERIAL
S.W.E.R. CONSTRUCTION
25-30 1
INTERMEDIATE WITH
05 1438 1
Construction Type
S12P/EPR
S19P/EPR
1438
29.9.04
INTERMEDIATE OVERHEAD EARTHWIRE RAISER
S11P/EPR
Bracket pole top to wood raiser
25-35 1
Crossarm undrilled 1800x100x100
Crossarm undrilled 2100x100x100
101-2 Pole cap (350mm dia) to wood pole 1
2. For wood pole attachments and foundations refer to
CONSTRUCTION PRACTICES.
Assy 46-3
Assy 42-1
Assy 33-10
Assy 40-3
F
F
F
F
150
00
950
1100
660
850
1000
Assy 25-35
Assy 32-5
Assy 25-30
X X
X
650
2218 26
200
F
660 700
CROSSARM DRILLING DETAIL1800x100x100
F
F
F
F
F
F
F
F
F
F
22
800
F
2222
190
F
150F
22
F150
F
Assy 101-2
Assy 37-5
132-5 Raiser wood and crossarm (100) to wood pole
F
RAISER DRILLING DETAIL2100x100x100
Working Steps
B 17.8.06
C
1. All metalwork that passes through or into wood shall be greased
for the entire length that may come into contact with the wood.
3. Vibration Dampers fitted to all S.W.E.R. and Earthwire Construction.
Fit 1 damper per conductor per span, except in known bad vibration
areas fit 2 dampers per conductor per span.Refer Assy 96 for details.EARTHING
Refer Dwg. 1441
or 1442.
Refer Note 4.
4. Earth wire to be attached to pole on opposite side to SWER insulator.
HARD COPYUNCONTROLLED
C 21.2.12C. Avenell
C. Noel
Assy 46-3
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S.W.E.R. CONSTRUCTION29.9.04
05 1439 11439L. Burton
INTERMEDIATE WITH
36-3
40-3 Pin insulator 22/33kV to 100 undrilled X-arm
QTYDESCRIPTIONASSY
Brace single to undrilled x-arm (100) and wood pole33-10
46-3 Insulator pin 33kV
1
1
1
1
NOTES:
MATERIAL
25-30 1
29-10 1
Crossarm undrilled 1800x100x100
2. For wood pole attachments and foundations refer to
CONSTRUCTION PRACTICES.
1
Crossarm undrilled single (100) 11/22/33kV to wood pole
73-20 Thimble, open ended 16mm
73-25 Clevis Thimble1
Eyebolt M20 to wood pole
TERMINATION OVERHEAD EARTHWIRE - MATERIAL
1. All metalwork that passes through or into wood shall be greased
for the entire length that may come into contact with the wood.
3. Vibration Dampers fitted to all S.W.E.R. and Earthwire Construction.
Fit 1 damper per conductor per span, except in known bad vibration
areas fit 2 dampers per conductor per span. Refer Assy 96 for details.
B 17.8.06
C
4. Earth wire to be attached to pole on opposite side to SWER insulator.
HARD COPYUNCONTROLLED
C 21.2.12C. Avenell
C. Noel
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S.W.E.R. CONSTRUCTION
Construction Type
1.10.04
05 1439 21439
S12P/ET
S19P/ET
C.Lindsay
INTERMEDIATE WITH
S11P/ET
TERMINATION OVERHEAD EARTHWIRE
Assy 33-10
00
2600 X X
X
2150
150
1700
O.H.E.W.
X X
F
F
F
F
2218 26
200
F
660 700
CROSSARM DRILLING DETAIL
1800x100x100
F F
F
F
Assy 40-3
Assy 29-10Assy 25-30
F
Working Steps
Assy 73-20 or 25
Assy 36-3F
F
375
1200Working Steps
F
2
B 17.8.06
C
HARD COPYUNCONTROLLED
C 21.2.12
EARTHING
Refer Dwg. 1441
or 1442
Refer Note 4.
Assy 46-3
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Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
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MATERIAL
36-3
or87-3 or 10
or90-1 to 5
88-7
Connector PG Al/Steel-Cu or Cu-Cu
Sleeve Non Tension Compression
Connector PG Al/Steel-Al/Steel
2
2
Eyebolt M20 to wood pole
1
S.W.E.R. CONSTRUCTION
NOTES:
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157-2
Insulator disc (B&S) - termination (triple)
Insulator disc (B&S) - termination (triple)
1144005 1440 1
6.10.04STRAIN WITH
STRAIN OVERHEAD EARTHWIRE - MATERIAL
73-20 Thimble, open ended 16mm
73-25 Clevis Thimble
4
40-3 Pin insulator 22/33kV to 100 undrilled X-arm 1
46-3 Insulator pin 33kV 1
Brace single to undrilled x-arm (100) and wood pole33-10 1
25-30 1
29-10 1
Crossarm undrilled 1800x100x100
Crossarm undrilled single (100) 11/22/33kV to wood pole
3. For wood pole attachments and foundations refer to
CONSTRUCTION PRACTICES.
1. All metalwork that passes through or into wood shall
be greased for the entire length that may come into
contact with the wood.
2. The eye of all eyebolts to be in the vertical plane
and pulled tight against the crossarm/pole.
The thread immediately behind the nut shall be
burred to effectively prevent loosening of the nut.
4. Vibration Damper fitted to all S.W.E.R. Earthwire
Construction.
Fit 1 damper per conductor per span, except in known
bad vibration areas fit 2 dampers per conductor per
span. Refer Assy 96 for details.
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B 17.8.06
C
5. Earth wire to be attached to pole on opposite side to
SWER insulator.
HARD COPYUNCONTROLLED
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C. Avenell
C. Noel
ASSY QTYDESCRIPTION
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Ergon Energy Corporation Ltd
ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
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S.W.E.R. CONSTRUCTION
Construction Type
1.10.04
05 1440 21440
S12S/ES
S19S/ES
L. Burton
S11S/ES
00
X X
X
150
X X
F
F
F
F
2218 26
F
Assy 33-10
00
2600
2150
1700
FF
F
F
Assy 40-3
Assy 29-10Assy 25-30
F
Working Steps
Assy 73-20 or 25
Assy 36-3F
1200Working Steps
F
STRAIN WITH
STRAIN OVERHEAD EARTHWIRE
O.H.E.W.
200660 700
CROSSARM DRILLING DETAIL1800x100x100
250
475
14751400
F
F
F150mm
2
Non Tension Connector
Refer Assemblies 87, 88
or 90 for detail.
F
F
Assy 36-3
F
SUPPLY
B 17.8.06
C
EARTHING
Refer Dwg. 1441
or 1442
Refer Note 5.
HARD COPYUNCONTROLLED
C 21.2.12C. Avenell
C. Noel
Assy Selection
157-1 or 2
Assy 46-3
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DATE
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APPROVED
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
L. Burton
HARD COPYUNCONTROLLED C. Avenell
C. Noel
24/11/15
S11PRS
Construction Type
Assy 291-3
0010
200
730
440
1210
1400
S12PRS
S19PRS
199605 1996 1
Assy 292-6
SWER CONSTRUCTION
INTERMEDIATE ON STEEL RAISER
TO WOOD POLE
Assy 46-3
Assy 42-1
MATERIAL
42-1
46-3
1
1Pin insulator 22/33kV to pole bracket
Insulator pin 33kV
1
1
ASSY DESCRIPTION QTY
291-3 Steel raiser to wood pole
292-6 Pole top bracket to steel raiser (100)
come into contact with the wood.
shall be greased for the entire length that may
1. All metalwork that passes through or into wood
refer to Construction Practices.
2. For wood pole attachments and foundations
If restricted fit at 90° to supply.
3. Raiser to be fitted in line with supply.
4. No deviation angle allowed.
NOTES:
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
Wood
Pole
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24.9.07
05 1650 11650
305
SWER CONSTRUCTION
3 PHASE CONSTRUCTION
INTERMEDIATE SWER TO EXISTING SINGLE OR
NOTES:
3. 22kV pin insulators shown.
1. All metalwork that passes through or into
wood shall be greased for the entire length
that may come into contact with the wood.
2. Vibration Dampers fitted to Rural Constructions.
Fit 1 damper per conductor per span, except in
known bad vibration areas fit 2 dampers per
conductor per span. Refer Assy 96 for details.
4. Remove pole steps in accordance with
CONSTRUCTION PRACTICES dwg. 1171
Assy 201-2
Assy 173-9
F
F
1
QTY
MATERIAL
DESCRIPTIONASSY
173-9
201-2
Insulator post clamp top horizontal 22/33kV
Gain base bracket to wood pole 1
��
Construction Type
S11P/HV
S12P/HV
S19P/HV
F
340 Intermediate
450 Strain
00
1000 Intermediate
1200 Strain
F
F
HARD COPYUNCONTROLLED
B 21.2.12
B
C. Avenell
C. Noel
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���
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DATE
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APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
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25.9.07
05 1652 11652
SWER CONSTRUCTION
NOTES:
4. 22kV pin insulators shown.
5. Remove pole steps in accordance with
CONSTRUCTION PRACTICES dwg. 1171
QTY
MATERIAL
DESCRIPTIONASSY
173-9
201-2
Insulator post clamp top horizontal 22/33kV
Gain base bracket to wood pole
��
Construction Type
157-1
157-2
36-3
Insulator disc (B&S) termination (triple) with cast iron thimble
Insulator disc (B&S) termination (triple) with aluminium thimble
Wood
Pole Assy 201-2
Assy 173-9
F
F
130
435
Assy 36-3
F
F
F
2. Vibration Dampers fitted to
Rural Constructions. Fit 1
damper per conductor per
span, except in known bad
vibration areas fit 2 dampers
per conductor per span.
Refer Assy 96 for details.
3. Non tension connector refer
Assembly 90-1 to 13
1. All metalwork that passes
through or into wood shall
be greased for the entire
length that may come into
contact with the wood.
Non Tension Connector
Refer Assy 90-1 to 1300
75
F
450 Strain
340 IntermediateF
F
1000 Intermediate
1200 Strain
STRAIN SWER TO EXISTING SINGLE
OR 3 PHASE CONSTRUCTION
550Stay Position S11S/HV
S12S/HV
S19S/HV
S11T/HV
S12T/HV
S19T/HV
2
1
1
1
2 1
Eyebolt M20 to wood pole
HARD COPYUNCONTROLLED
B 21.2.12
B
C. Avenell
C. Noel
Strain Term
Assy Selection
157-1 or 2
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DATE
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APPROVED
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062Dwg Sh
OVERHEAD DISTRIBUTION
FILE: 5
1196607 1966 1
SWER CONSTRUCTION
C. Avenell
C.Noel
L. Burton
GUSS CONSTRUCTION WITH UG SERVICE
MATERIAL
8/1/15HARD COPYUNCONTROLLED
MATERIAL - TERMINATION
ASSY DESCRIPTION QTY
16-1 1
1
1
1
6
1
36-13
285-2
286-2
287-5
288-1 2
289-3 2
289-10 AR
Clamp strain to hook
Conduit UPVC Ø40 H.D. orange
Glove insulating 16mm† 4C cable
Guard metal (100) to wood pole
Clamp cable to wood pole bracket
Eyebolt M20 to wood pole (350)
66-3 Clamp support to wood pole
Connection 50mm† LVABC to 2 x 16mm† Cu. insulated.
NOTES:
2. For wood pole attachments and foundations refer to CONSTRUCTION PRACTICES.
come into contact with the wood.
1. All metalwork that passes through or into wood shall be greased for the entire length that may
conductor for the neutral and the Red and White conductor for the active.
3. Parallel the 16mm† copper service to the GUSS switch board by joining the black and blue
4. Precast concrete panels and cable guard shall be earthed. Refer earthing folder dwg. no. 1972 or 1973.
289-14 Conduit PVC Ø50 white AR
289-6 Conduit bend PVC Ø50 304R 90° white 2
5. Antenna cable to be in 50mm conduit from pole to inside entry gland on skid.
6
1287-15 Cable gland 32mm max. dia.
6. Hole saw required to drill holes in gland plates to suit 40mm & 50mm conduits.
Conduit bend H.D. Ø40 300R 90° orange
ASSY DESCRIPTION QTY
1
1
283-1
284-1
GUSS precast panels & connector plates
GUSS Unit
MATERIAL - GUSS CONSTRUCTION
B 5.2.15
B
14-1 Saddle Cu. 10mm to suit 35mm† cable to wood pole
3
2
140-6
141-14
Cable, insulated hard drawn Cu. 35mm†
Lug, compression Cu. 35mm† M12
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
21/11/14
L. Burton
HARD COPYUNCONTROLLED
C. Noel
C. Avenell
21966
SWER CONSTRUCTION
GUSS CONSTRUCTION WITH UG SERVICE
200 min.
Assy 285-2
Assy 287-5
Assy 283-1
Assy 284-1
07 1966 2
Assy 36-13
details refer sheet 3
For cable guard
SWER transformer pole.
20m min. away from
Refer note 3 Sh 1
Assy 288-1
Construction Type
Assy 286-2
At 1000 crs typical
Assy 66-3
dwg. 1965 for site preparation details.
Refer construction practices folder
A N
RE
D
WHIT
E
BL
AC
K
BL
UE
DETAIL ’A’
Refer note 3
Refer Detail ’A’
Assy 16-1
00
600
250
150
289-3, 6, 10 & 14
Assy Selection
LVUGG
GUSS25
Refer note 6 Sh 1
Assy 287-15
B 18.3.15
B
141-14
140-6 &
Assy Selection
(500 intervals)
Assy 14-1
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
CABLE GUARD TO POLE
3196607 1966 3
SWER CONSTRUCTION
C. Avenell
C.Noel
23/12/14
L. Burton
GUSS CONSTRUCTION WITH UG SERVICE
Cable Support
2400 min.
Wood Pole
Assy 286-2
Ground Line
Finished Ground Line
100 min.
Dwg. 1972 or 1973
Refer EARTHING folder
HARD COPYUNCONTROLLED
B 18.3.15
B
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
1197107 1971 1
SWER CONSTRUCTION
C. Avenell
C.Noel
L. Burton
MATERIAL - TERMINATION
ASSY DESCRIPTION QTY
16-1 1
1
1
2
6
1
36-13
285-2
286-2
287-5
288-1 2
86-12 2
140-6 3
Clamp strain to hook
Glove insulating 16mm† 4C cable
Guard metal (100) to wood pole
Clamp cable to wood pole bracket
Eyebolt M20 to wood pole (350)
66-3 Clamp support to wood pole
Connection 50mm† LVABC to 2 x 16mm† Cu. insulated.
NOTES:
Setscrew fixing M12 x 25 S/S
Cable insulated hard drawn Cu. 35mm†
141-14 2Lug compression Cu. 35mm† M12
SERVICE - MATERIAL
GUSS CONSTRUCTION WITH ABOVE GROUND 8/1/15
154-10 2Premix 30kg bag
289-3 1
1
AR
AR
289-6
289-10
289-14
Conduit bend HD Ø40 300R 90° orange
Conduit UPVC Ø40 HD orange
Conduit bend PVC Ø50 304R 90° white
Conduit PVC Ø50 white
5. 10mm x 50mm dynabolts are not supplied.
with the wood.
greased for the entire length that may come into contact
1. All metalwork that passes through or into wood shall be
to CONSTRUCTION PRACTICES.
2. For wood pole attachments and foundations refer
neutral and the Red and White conductor for the active.
board by joining the black and blue conductor for the
3. Parallel the 16mm† copper service to the GUSS switch
Refer Earthing folder dwg. no. 1972 or 1973.
4. Precast concrete panels & cable guards shall be earthed.
entry gland on skid.
7. Antenna cable to be in 50mm conduit from pole to inside
premix concrete.
6. Back fill between the cable guard and bedding sand with
287-15 Cable gland 32mm max. dia.
suit 40mm & 50mm conduits.
8. Hole saw required to drill holes in gland plates to
1
HARD COPYUNCONTROLLED
ASSY DESCRIPTION QTY
1
1
283-1
284-1
GUSS precast panels & connector plates
GUSS Unit
MATERIAL - GUSS CONSTRUCTION
B 5.2.15
B
614-1 Saddle Cu. 10mm to suit 35mm† cable to wood pole
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
L. Burton
HARD COPYUNCONTROLLED
C. Noel
C. Avenell
2
SWER CONSTRUCTION
Assy 283-1
Assy 284-1
Assy 16-1
07 1971 2
00
600
250
details refer sheet 3
For cable guard
SWER transformer pole.
20m min. away from
1971
5/1/15
ABOVE GROUND SERVICE
GUSS CONSTRUCTION WITH
dwg. 1965 for site preparation details.
Refer construction practices folder
Assy 285-2
Assy 287-5
Assy 36-13
Refer note 3 Sh 1
Assy 288-1
At 1000 crs typical
Assy 66-3
Assy 286-2
Assy 286-2
Construction Type
289-3, 6, 10 & 14
Assy Selection
150
A N
RE
D
WHIT
E
BL
AC
K
BL
UE
DETAIL ’A’
Refer Detail ’A’
LVAGG
GUSS25
Refer note 3
Refer note 8 Sh 1
Assy 287-15
(500 intervals)
Assy 14-1
141-14
140-6 &
Assy Selection
B 18.3.15
BDRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
3197107 1971 3
SWER CONSTRUCTION
C. Avenell
C.Noel
L. Burton
Cable Support
2400 min.
Wood Pole
GUSS CONSTRUCTION WITH ABOVE GROUND SERVICE
CABLE GUARD TO POLE & CONCRETE PANELS
5/1/14
DETAIL ’A’
Cable Guard
Cable Guard
Refer Detail ’A’
Cut to suit
back as shown.
bend cut section
Cut cable guard &
86-12
141-14 &
140-6 &
Assy Selection
Assy 286-2
Assy 286-2
Dwg. 1972 or 1973
Refer EARTHING folder
Refer note 6
Assy 154-10
Refer note 5.
concrete panel.
on site and dynabolt to
Cut cable guard to suit
HARD COPYUNCONTROLLED
B 18.3.15
B
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5