oh manual issue 25 fibre optic cable …...notes: 2. minimum bending radius of cable 150mm....

OVERHEAD CONSTRUCTION MANUAL

FIBRE OPTIC CABLE CONSTRUCTION Go to SECTION INDEX Back to MAIN INDEX

DESCRIPTION PAGE DESCRIPTION PAGE

INDEX30.06.05

T.Borg16 1423 1

HARD COPYUNCONTROLLED

C. Noel

C.Avenell

Sh 1

CONSTRUCTION CONSTRUCTION

FIBRE OPTIC CONSTRUCTION

Construction Code Guide 1378

1379Intermediate to wood poleFO/I/W/S36

FO/I/W/S48

FO/I/W/L36

FO/I/W/L48

1380FO/I/C/S36

FO/I/C/S48

FO/I/C/L36

FO/I/C/L48

Intermediate to concrete pole

1381FO/I/X/S36

FO/I/X/S48

FO/I/X/L36

FO/I/X/L48

Intermediate to crossarm

1382Intermediate to support crossarmFO/IS/X/S36

FO/IS/X/S48

1383FO/S/W/S36

FO/S/W/S48

FO/S/W/L36

FO/S/W/L48

Strain to wood pole

1384FO/S/C/S36

FO/S/C/S48

FO/S/C/L36

FO/S/C/L48

Strain to concrete pole

1385FO/T/W/S36

FO/T/W/S48

FO/T/W/L36

FO/T/W/L48

Termination to wood pole

FO/T/C/S36

FO/T/C/S48

FO/T/C/L36

FO/T/C/L48

1386Termination to concrete pole

FO/TT/W/S36

FO/TT/W/S48

FO/TT/W/L36

FO/TT/W/L48

FO/TT/C/S36

FO/TT/C/S48

FO/TT/C/L36

FO/TT/C/L48

B 21.2.17

B

FO/I/W/L96

FO/I/W/S96

FO/I/C/S96

FO/I/C/L96

FO/I/X/S96

FO/I/X/L96

FO/IS/X/S96

FO/S/W/S96

FO/S/W/L96

FO/T/W/S96

FO/T/W/L96

FO/T/C/S96

FO/T/C/L96

FO/TT/W/S96

FO/TT/W/L96

FO/TT/C/S96

FO/TT/C/L96

1387/1

1387/2

1388/1

1388/2

Term/term to wood pole - Material

Term/term to wood pole - Construction

Term/term to concrete pole - Material

Term/term to concrete pole - Construction

FO/S/C/S96

FO/S/C/L96

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

FILE: 5Page

CONSTRUCTION

EXAMPLE:-

1378

FO / I / W / S36

CABLE FIBRESSPANPOLE/CROSSARM

S = Short (<150m)

L = Long (150-350m)

FIBRE OPTIC CABLE CONSTRUCTION

CONSTRUCTION CODE GUIDE

16 1378 1

27/3/03

FIBRE OPTIC CABLE OVERHEAD - CONSTRUCTION CODE

detail drawings in this manual.

appears on relevant construction

Code shown within dashed box

A

FO/I/W/S36 = Fibre Optic Cable, Intermediate Suspension, Wood Pole, Short span with 36 Fibres

I = Intermediate suspension

IS = Intermediate support

S = Strain

T = Termination


TT = Termination / Termination

W = Wood

C = Concrete

X = X-arm 100mm

FO = Fibre optic cable overhead

96 = 96 Fibres (15/17.3mm dia.)

B 14.11.16

BL. Burton

C. Avenell

C. Noel

36 = 36 Fibres (14.5/18.4mm dia.)

48 = 48 Fibres (14.5/18.4mm dia.)

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

NOTES:

Assy 26-3

Bolt hook to wood pole

1

1

DESCRIPTIONASSY

MATERIAL

26-3 1

2

Construction Type


2 4 4

1 1 1

1

1

00 11/22/33 kV

2000

2300

INTERMEDIATE TO WOOD POLE

FOC intermediate S span 36 fibre


FOC intermediate L span 36 fibre


144-5

144-10

144-15

144-20

LV

150-5

Assy 150-5

16 1379 11379

27.3.03

FO / I / W / S36

FO / I / W / S48

Short 36 Short 48 Long 36 Long 48

FOC damper spiral vibration (green)

B 11.8.10

C

Second damper to be overlaid over first damper. (Subsetting)

Long span ADSS - 4 vibration dampers req’d,

Short span ADSS - 2 vibration dampers req’d,

contact with the wood.

be greased for the entire length that may come into

All metalwork that passes through or into wood shall

effectively prevent loosening of the nut.

immediately behind the nut shall be burred to

After tightening each nut on its bolt, the thread

to Construction Practices.

For wood pole attachments and foundations refer

ï»¿Maximum deviation

Minimum bending radius of cable 150mm.

’L’ Long spans ( 150m to 350m ) - structural rod reqd.

’S’ Short spans ( less than 150m ) - no structural rod regd.

1.

2.

3.

4.

5.

6.

7.

F

F

125

125


C 16.11.16

L. Burton

C. Avenell

C. Noel

Refer Note 6

Structural Rod

144-5, 10, 12, 15, 20 or 22

Assy Selection

QTY

Short 96 Long 96

144-22 FOC intermediate L span 96 fibre

144-12 FOC intermediate S span 96 fibre 1

1

2 4

1

1

FO / I / W / S96 FO / I / W / L96

FO / I / W / L36

FO / I / W / L48

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

NOTES:

2. Minimum bending radius of cable 150mm.

Construction Type


F

F

’L’ Long spans ( 150m to 350m ) - structural rod reqd.

3. ’S’ Short spans ( less than 150m ) - no structural rod regd.

0011/22/33 kV

2000

2300

INTERMEDIATE TO CONCRETE POLE

1

1

DESCRIPTIONASSY

MATERIAL

1

2 4

1 1 1

1

1





144-5

144-10

144-15

144-20LV

Hook plate to concrete pole

Assy 146-1

Assy 150-5

146-1

150-5

27.3.03

138016 1380 1

F

F



B 15.3.06

D

Refer Note 3

Structural Rod




Short span ADSS - 2 vibration dampers req’d,4.

C 11.8.10

F

125

F

125F

F

ï»¿1. Maximum deviation 1

L. Burton

D 16.11.16

C. Avenell

C. Noel

QTY

Short 96 Long 96

1

2 2 4

1

1

4

1

144-12 FOC intermediate S span 96 fibre


144-5, 10, 12, 15, 20 or 22

Assy Selection

FO / I / C / S36

FO / I / C / S48

FO / I / C / S96 FO / I / C / L96

FO / I / C / L36

FO / I / C / L48

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

F

NOTES:



1. All metalwork that passes through or into wood shall



2. After tightening each nut on its bolt, the thread

1

1

DESCRIPTIONASSY

MATERIAL

1

2


Construction Type

F


2 4 4

1 1 1

1

1

INTERMEDIATE TO X-ARM





144-5

144-10

144-15

Bolt hook to X Arm

F

Assy 150-5

Assy 146-10

146-10

150-5

138116 1381 1

15.4.03

F

FO / I / X / S36


FO / I / X / L36

FO / I / X / S48 FO / I / X / L48

Short 36Short 48 Long 36 Long 48

to CONSTRUCTION PRACTICES.

3. For wood pole attachments and foundations refer

’L’ Long spans ( 150m to 350m ) - structural rod req’d.

6. ’S’ Short spans ( less than 150m ) - no structural rod req’d.

B 11.8.10




F

125

F

125F

F

ï»¿4. Maximum deviation 1


C 17.11.16

CL. Burton

C. Avenell

C. Noel

FO / I / X / S96 FO / I / X / L96

Refer Note 6

Structural Rod

Short 96 Long 96

1

2 4

1

1

1

144-5, 10, 12, 15, 20 & 22

Assy Selection

144-12 FOC intermediate S span 96 fibre


QTY

144-20

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

o

NOTES:

4. Maximum deviation 10 .









MATERIAL


Construction Type


F

1

1

DESCRIPTIONASSY

147-5

147-10

FOC intermediate support S span 36 fibre


INTERMEDIATE SUPPORT TO X-ARM

FO / IS / X / S36

FO / IS / X / S48

Assy 150-5

6. ’S’ Short spans ( less than 150m ) ONLY

16 1382 11382

27.3.03

F

Short 36 Short 48

7.

125F

F

125

F

F

B 11.8.10

C


L. Burton

C. Avenell

C. Noel

C 21.11.16

FO / IS / X / S96

147-5, 10 or 15

Assy Selection

Short 96

2 2150-5 FOC damper spiral vibration (green)


2

1147-15

QTY


A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

STRAIN TO WOOD POLE


16 1383 11383

27.3.03B 11.8.10

C


NOTES:









00

2400

2300

2000

11/22/33 kV


Construction Type

F

’L’ Long spans ( 150m to 350m )

5. ’S’ Short spans ( less than 150m )


QTYDESCRIPTIONASSY

MATERIAL

26-3

1 1 1 1

145-5

145-10

145-15

145-20

Bow shackle 70kN73-30

Assy 73-30

F

2

2

2

2

2

2

2

2

2

2

2

2

Assy 150-5

150-10

LV

Assy 150-10

150-5 2 2 2 4

FOC cable abrasion protector

FO / S / W / S36

FO / S / W / S48

FO / S / W / L36

FO / S / W / L48

FOC termination S span 36 fibre


FOC termination L span 36 fibre







125F

F

125

Assy 26-3

F

F

F

FO / S / W / S96 FO / S / W / L96

L. Burton

C. Avenell

C. Noel

C 21.11.16

2

2

1

2

2

4

1

2

2

4

Short 96 Long 96

145-12 FOC termination S span 96 fibre

145-22 FOC termination L span 96 fibre

145-5, 10, 12, 15, 20 or 22

Assy Selection

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

NOTES:

00

2300

2000

11/22/33 kV


STRAIN TO CONCRETE POLE


F

Construction Type

LV

Assy 146-1

Assy 150-5

F

Assy 150-10

16 1384 11384

FO / S / C / S36

FO / S / C / S48

FO / S / C / L36

FO / S / C / L48

B 11.8.10

C

3.




125F

F125


L. Burton

C. Avenell

C. Noel

11/8/10

C 30.11.16

FO / S / C / S96

FO / S / C / L96

MATERIAL


FOC cable abrasion protector







145-5

145-10

145-15

145-20

146-1

150-5

150-10



Short 96 Long 96

QTY



2

2

2

1

2

2

2

2

2

2

2

1

2

2

1

2

4

1

2

4

1

2

4

1

DESCRIPTIONASSY

145-5, 10, 12, 15, 20 or 22

Assy Selection

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

TERMINATION TO WOOD POLE

NOTES:

11/22/33 kV



LV

MATERIAL


DESCRIPTIONASSY

26-3

145-5

145-10

145-15

145-20


1

1

1

1

1

1

1

1

1

1

1

1

Downlead cushion to wood pole

2

4 4

2 2 2Cable guard 25mm to wood pole

Construction Type

Assy 150-5

Assy 26-3

Assy 73-30

148-10

105-7

150-5 1 1 2 2

148-5 Downlead cushion to wood pole 4 4 Assy 150-10

150-10 1 1 1 1FOC cable abrasion protector

138516 1385 1

31/3/03

FO / T / W / S36

FO / T / W / S48

FO / T / W / L36

FO / T / W / L48






Short 36 Short 48 Long 36

Assy 105-7

500mm spacings

Saddles at

B 24.10.05

D

Dwg. 5183 Sh 4

FIBRE OPTIC CABLE

Refer U/G Manual

Metal Guard


C 11.8.10




125

C. Noel

C. Avenell

L. Burton

D 30.11.16

FO / T / W / L96

FO / T / W / S96

148-5,10

Assy Selection



QTY

Long 48 Long 96Short 96

1

1

4

2

2

1

1

1

1

2

1

4

1

1

00

2000

2300

3100

6100

3. For wood pole attachments and foundations refer to Construction Practices.






145-5, 10, 12, 15, 20 or 22

Assy Selection

for the entire length that may come into contact with the wood.

1. All metalwork that passes through or into wood shall be greased

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

11/22/33 kV


NOTES:


F

F

TERMINATION TO CONCRETE POLE

LV

MATERIAL

DESCRIPTIONASSY

1 1 2 2

145-5

145-10

145-15

145-20

1

1

11

1

1

11

Downlead cushion to conc. pole

2

4 4

2 2 2


Cable guard 25mm to conc. pole



Assy 150-5

F

146-1

150-5

148-20

149-5

148-15 Downlead cushion to conc. pole 4 4

F

150-10 1 1 1 1

138616 1386 1

31.3.03

FO / T / C / S36

FO / T / C / S48

FO / T / C / L36






FOC cable abrasion protection


Do not deform

conduit with

bandit strap

equally

cable guard spaced

3 bands per HFT

Assy 146-1

B 21.9.05

D

Metal Guard

Refer U/G Manual

FIBRE OPTIC CABLE

Dwg. 5183 Sh 5

C 11.8.10

125





L. Burton

C. Avenell

C. Noel



Short 96 Long 48

2

1

4

2

1

1

1

1

2

4

1

1

QTY

00

2000

2300

3100

6100148-15, 20

Assy Selection

Assy 149-5

Assy 150-10

Construction Type

FO / T / C / S96

FO / T / C / L48

FO / T / C / L96

D 13.12.16

145-5, 10, 12, 15, 20 or 22

Assy Selection

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

NOTES:


16 13871

TERMINATION / TERMINATION

1387

27.3.03B 11.8.10

C






L. Burton

C. Avenell

C. Noel

C 13.12.16

entire length that may come into contact with the wood.

1. All metalwork that passes through or into wood shall be greased for the

nut shall be burred to effectively prevent loosening of the nut.

2. After tightening each nut on its bolt, the thread immediately behind the

3. For wood pole attachments and foundations refer to Construction Practices.



1

TO WOOD POLE - MATERIAL

MATERIAL

Bolt hook to wood pole26-3

2 2 4 4

145-5

145-10

145-15

145-20


2

2

2

2

2

2

2

2

2

2

2

2

Downlead cushion to wood pole 4

4

4

4 4 4Cable guard 25mm to wood pole

150-5

148-5

148-10 Downlead cushion to wood pole 4 4

105-7

150-10 2 2 2 2FO cable abrasion protector

FO termination S span 36 fibre

FO termination S span 48 fibre

FO termination L span 36 fibre

FO termination L span 48 fibre

FO damper spiral vibration (green)

Short 36 Short 48 Long 36 Long 48Short 96 Long 96ASSY DESCRIPTION

QTY

145-12 2FO termination S span 96 fibre

145-22 2FO termination L span 96 fibre

2

2

2

4

4

2

4

2

2

4

4

2

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

00

2400

2300

2000

11/22/33 kV

3100

F

F


F

F

LV

Construction Type

FO / TT / W / L36

FO / TT / W / L48

FO / TT / W / S48

FO / TT / W / S36

Assy 150-5

Assy 26-3

Assy 105-7

Assy Selection

F

Assy 150-10

148-5,10

TERMINATION / TERMINATION

1387

125125

F

F

FF


L. Burton

C. Avenell

C. Noel

FO / TT / W / L96

FO / TT / W / S96

Assy 73-30

216 1387 2

13/12/16

TO WOOD POLE - CONSTRUCTION

145-5, 10, 12, 15, 20 or 22

Assy Selection

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

TERMINATION/TERMINATION


NOTES:


1388

15/4/03B 11.8.10

C





L. Burton

C 14.12.16

1

C. Avenell

C. Noel

TO CONCRETE POLE - MATERIAL

16 1388 1



MATERIAL

QTYDESCRIPTIONASSY

2 2 4 4

145-5

145-10

145-15

145-20

2

2

2

2

Downlead cushion to conc. pole

4

2

4

4 4

2 2 2


Cable guard 25mm to conc. pole

146-5

150-5

148-20

149-10

148-15 Downlead cushion to conc. pole

1 1 1 1

150-10 FOC cable abrasion protector 22 2 2









2

4

2

1

2

2

4

4

2

1

2

2

Short 96 Long 96

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED


ABN 50 087 646 062


Dwg ShFILE: 5

00

2300

2000

11/22/33 kV

3100

F

TERMINATION/TERMINATION


LV

Construction Type

FO / TT / C / L36

FO / TT / C / L48

FO / TT / C / S48

FO / TT / C / S36

Assy 150-5

Assy 146-5

Assy 149-10

Assy Selection

Assy 150-10

F

F

15/4/03

125125

F

F

F

F


L. Burton

FO / TT / C / S96

FO / TT / C / L96

2

C. Avenell

C. Noel

148-15 or 20

TO CONCRETE POLE - CONSTRUCTION

138816 1388 2

145-5, 10, 12, 15, 20 or 22

Assy Selection

F

DRAWN

DATE

PASSED

APPROVED


A ORIGINAL ISSUE

ABN 50 087 646 062


Dwg ShFILE: 5

oh manual issue 25 fibre optic cable …...notes: 2. minimum bending radius of cable 150mm....

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