Ergon Energy - OVERHEAD CONSTRUCTION MANUAL S ......Ergon Energy Corporation Ltd A ORIGINAL ISSUE...

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



(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

A ORIGINAL ISSUE

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OVERHEAD DISTRIBUTION

FILE: 5Page

DESCRIPTION PAGE DESCRIPTION PAGE

INDEX30.06.05

T.Borg05 1031 2


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


Material


C 5.2.15

A ORIGINAL ISSUE

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PageFILE: 5

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)

DRAWN

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Dwg ShFILE: 5

EXAMPLES:-


05 1165 22

LINE FAULT INDICATOR

LINE FAULT INDICATOR - CONSTRUCTION CODE

17.11.06

A

1165


S 19 LFI

B 04.05.12

C

TYPE

C.Avenell

C.Noel

T.Borg


C 8.8.14




CONSTRUCTION No. OF UNITS

Go to construction drawing 1957 and code page 1177 Sheet 5 in 11/22/33kV construction wood pole folder

A ORIGINAL ISSUE

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L. Burton05 1165 3

3

12/1/15




A

1165


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.




A

EXAMPLES:-

GRID UTILITY SUPPORT SYSTEM (GUSS) - CONSTRUCTION CODE

CAPACITY (kVA) MANUFACTURER


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.

DRAWN

DATE

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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


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:

DRAWN

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A ORIGINAL ISSUE

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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


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





Construction practices.

5. Mount insulators on bisect.





E 28.7.06


C. Noel

F 21.2.12

QTYDESCRIPTIONASSY Assy 157-3

�

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FILE: 5

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FL. Burton F

MATERIAL

36-3 1Eyebolt M20 to wood pole

NOTES:


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)


E 28.7.06




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.








F 21.2.12�

C. Avenell

C. Noel

Assy Selection

157-1 or 2

QTYDESCRIPTIONASSY

1

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A ORIGINAL ISSUE

ABN 50 087 646 062Dwg Sh


FILE: 5

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



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.


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



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.


A ORIGINAL ISSUE

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DATE

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APPROVED


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FILE: 5

SUPPLY

F

F

F

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150 Min.

1004

29.10.99

NOTES:

1

1



1




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


Refer Assemblies 87, 88 or 90

for detail.

F

S11S

157-1

157-2

��

�

�D ��

�

�

�

�

�

��1.7.04



E 28.7.06



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.


F 21.2.12�

C. Avenell

C. Noel

Assy Selection

157-1 or 2

ASSY QTY

Assy 46-3

F

��

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A ORIGINAL ISSUE

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FILE: 5

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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


Insulator pin 33kV

1

1

1

2

NOTES:

MATERIAL

25-30 1Crossarm undrilled 1800x100x100



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


29-10 X-arm undrilled single (100) 11/22/33kV to wood pole 1

1

B 17.8.06

C



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.


Assy 46-3

C. Avenell

C. Noel

C 21.2.12

�

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37-5


QTYDESCRIPTIONASSY


42-1

46-3


Insulator pin 33kV

1

1

1

1

2

NOTES:

MATERIAL


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


101-2 Pole cap (350mm dia) to wood pole 1



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


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





areas fit 2 dampers per conductor per span.Refer Assy 96 for details.EARTHING

Refer Dwg. 1441

or 1442.

Refer Note 4.



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


QTYDESCRIPTIONASSY


46-3 Insulator pin 33kV

1

1

1

1

NOTES:

MATERIAL

25-30 1

29-10 1




1

Crossarm undrilled single (100) 11/22/33kV to wood pole

73-20 Thimble, open ended 16mm

73-25 Clevis Thimble1


TERMINATION OVERHEAD EARTHWIRE - MATERIAL





areas fit 2 dampers per conductor per span. Refer Assy 96 for details.

B 17.8.06

C



C 21.2.12C. Avenell

C. Noel

�

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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


C 21.2.12

EARTHING

Refer Dwg. 1441

or 1442

Refer Note 4.

Assy 46-3

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MATERIAL

36-3

or87-3 or 10

or90-1 to 5

88-7




2

2


1


NOTES:

��

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157-1

157-2



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 single (100) 11/22/33kV to wood pole






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.


bad vibration areas fit 2 dampers per conductor per

span. Refer Assy 96 for details.

�

B 17.8.06

C

5. Earth wire to be attached to pole on opposite side to

SWER insulator.


��

�

�C 21.2.12

C. Avenell

C. Noel

ASSY QTYDESCRIPTION

�

�

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A ORIGINAL ISSUE

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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


250

475

14751400

F

F

F150mm

2


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.


C 21.2.12C. Avenell

C. Noel

Assy Selection

157-1 or 2

Assy 46-3

��

�

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APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062Dwg Sh


FILE: 5

L. Burton


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


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


ABN 50 087 646 062


Dwg ShFILE: 5

Wood

Pole

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�L. Burton

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

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Construction Type

S11P/HV

S12P/HV

S19P/HV

F

340 Intermediate

450 Strain

00

1000 Intermediate

1200 Strain

F

F


B 21.2.12

B

C. Avenell

C. Noel

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A ORIGINAL ISSUE

��

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�DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062Dwg Sh


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.


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



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



B 21.2.12

B

C. Avenell

C. Noel

Strain Term

Assy Selection

157-1 or 2

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�

�

��

�

�

�DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062Dwg Sh


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


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


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


ABN 50 087 646 062


Dwg ShFILE: 5

21/11/14

L. Burton


C. Noel

C. Avenell

21966

SWER CONSTRUCTION


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


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

CABLE GUARD TO POLE

3196607 1966 3

SWER CONSTRUCTION

C. Avenell

C.Noel

23/12/14

L. Burton


Cable Support

2400 min.

Wood Pole

Assy 286-2

Ground Line

Finished Ground Line

100 min.

Dwg. 1972 or 1973

Refer EARTHING folder


B 18.3.15

B

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

1197107 1971 1

SWER CONSTRUCTION

C. Avenell

C.Noel

L. Burton

MATERIAL - TERMINATION


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



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


ABN 50 087 646 062


Dwg ShFILE: 5

L. Burton


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’


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


A ORIGINAL ISSUE

ABN 50 087 646 062


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


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


B 18.3.15

B

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

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