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
HARD COPYUNCONTROLLED
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
NOTES:
Assy 26-3
Bolt hook to wood pole
1
1
DESCRIPTIONASSY
MATERIAL
26-3 1
2
Construction Type
FIBRE OPTIC CABLE CONSTRUCTION
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 S span 48 fibre
FOC intermediate L span 36 fibre
FOC intermediate L span 48 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
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
HARD COPYUNCONTROLLED
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
NOTES:
2. Minimum bending radius of cable 150mm.
Construction Type
FIBRE OPTIC CABLE CONSTRUCTION
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
FOC intermediate S span 36 fibre
FOC intermediate S span 48 fibre
FOC intermediate L span 36 fibre
FOC intermediate L span 48 fibre
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
FOC damper spiral vibration (green)
Short 36 Short 48 Long 36 Long 48
B 15.3.06
D
Refer Note 3
Structural Rod
HARD COPYUNCONTROLLED
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,4.
C 11.8.10
F
125
F
125F
F
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
144-22 FOC intermediate L 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
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
F
NOTES:
contact with the wood.
be greased for the entire length that may come into
1. All metalwork that passes through or into wood shall
effectively prevent loosening of the nut.
immediately behind the nut shall be burred to
2. After tightening each nut on its bolt, the thread
1
1
DESCRIPTIONASSY
MATERIAL
1
2
5. Minimum bending radius of cable 150mm.
Construction Type
F
FIBRE OPTIC CABLE CONSTRUCTION
2 4 4
1 1 1
1
1
INTERMEDIATE TO X-ARM
FOC intermediate S span 36 fibre
FOC intermediate S span 48 fibre
FOC intermediate L span 36 fibre
FOC intermediate L span 48 fibre
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
FOC damper spiral vibration (green)
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
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,7.
F
125
F
125F
F
4. Maximum deviation 1
HARD COPYUNCONTROLLED
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
144-22 FOC intermediate L span 96 fibre
QTY
144-20
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
o
NOTES:
4. Maximum deviation 10 .
3. For wood pole attachments and foundations refer
to Construction Practices.
contact with the wood.
be greased for the entire length that may come into
1. All metalwork that passes through or into wood shall
effectively prevent loosening of the nut.
immediately behind the nut shall be burred to
2. After tightening each nut on its bolt, the thread
MATERIAL
5. Minimum bending radius of cable 150mm.
Construction Type
FIBRE OPTIC CABLE CONSTRUCTION
F
1
1
DESCRIPTIONASSY
147-5
147-10
FOC intermediate support S span 36 fibre
FOC intermediate support S span 48 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
HARD COPYUNCONTROLLED
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)
FOC intermediate support S span 96 fibre
2
1147-15
QTY
Short span ADSS - 2 vibration dampers req’d,
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
STRAIN TO WOOD POLE
FIBRE OPTIC CABLE CONSTRUCTION
16 1383 11383
27.3.03B 11.8.10
C
HARD COPYUNCONTROLLED
NOTES:
3. For wood pole attachments and foundations refer
to Construction Practices.
contact with the wood.
be greased for the entire length that may come into
1. All metalwork that passes through or into wood shall
effectively prevent loosening of the nut.
immediately behind the nut shall be burred to
2. After tightening each nut on its bolt, the thread
00
2400
2300
2000
11/22/33 kV
4. Minimum bending radius of cable 150mm.
Construction Type
F
’L’ Long spans ( 150m to 350m )
5. ’S’ Short spans ( less than 150m )
Bolt hook to wood pole
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 S span 48 fibre
FOC termination L span 36 fibre
FOC termination L span 48 fibre
FOC damper spiral vibration (green)
Short 36 Short 48 Long 36 Long 48
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,6.
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
NOTES:
00
2300
2000
11/22/33 kV
1. Minimum bending radius of cable 150mm.
STRAIN TO CONCRETE POLE
FIBRE OPTIC CABLE CONSTRUCTION
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.
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,
125F
F125
HARD COPYUNCONTROLLED
L. Burton
C. Avenell
C. Noel
11/8/10
C 30.11.16
FO / S / C / S96
FO / S / C / L96
MATERIAL
Hook plate to concrete pole
FOC cable abrasion protector
FOC termination S span 36 fibre
FOC termination S span 48 fibre
FOC termination L span 36 fibre
FOC termination L span 48 fibre
FOC damper spiral vibration (green)
Short 36 Short 48 Long 36 Long 48
145-5
145-10
145-15
145-20
146-1
150-5
150-10
145-12 FOC termination S span 96 fibre
145-22 FOC termination L span 96 fibre
Short 96 Long 96
QTY
’L’ Long spans ( 150m to 350m )
2. ’S’ Short spans ( less than 150m )
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
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
TERMINATION TO WOOD POLE
NOTES:
11/22/33 kV
4. Minimum bending radius of cable 150mm.
FIBRE OPTIC CABLE CONSTRUCTION
LV
MATERIAL
Bolt hook to wood pole
DESCRIPTIONASSY
26-3
145-5
145-10
145-15
145-20
Bow shackle 70kN73-30
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
FOC termination S span 36 fibre
FOC termination S span 48 fibre
FOC termination L span 36 fibre
FOC termination L span 48 fibre
FOC damper spiral vibration (green)
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
HARD COPYUNCONTROLLED
C 11.8.10
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,6.
125
C. Noel
C. Avenell
L. Burton
D 30.11.16
FO / T / W / L96
FO / T / W / S96
148-5,10
Assy Selection
145-12 FOC termination S span 96 fibre
145-22 FOC termination L span 96 fibre
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.
effectively prevent loosening of the nut.
immediately behind the nut shall be burred to
2. After tightening each nut on its bolt, the thread
’L’ Long spans ( 150m to 350m )
5. ’S’ Short spans ( less than 150m )
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
11/22/33 kV
FIBRE OPTIC CABLE CONSTRUCTION
NOTES:
1. Minimum bending radius of cable 150mm.
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
Hook plate to concrete pole
Cable guard 25mm to conc. pole
’L’ Long spans ( 150m to 350m )
2. ’S’ Short spans ( less than 150m )
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 termination S span 36 fibre
FOC termination S span 48 fibre
FOC termination L span 36 fibre
FOC termination L span 48 fibre
FOC damper spiral vibration (green)
FOC cable abrasion protection
Short 36 Short 48 Long 36 Long 96
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
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,3.
HARD COPYUNCONTROLLED
L. Burton
C. Avenell
C. Noel
145-12 FOC termination S span 96 fibre
145-22 FOC termination L span 96 fibre
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
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
NOTES:
FIBRE OPTIC CABLE CONSTRUCTION
16 13871
TERMINATION / TERMINATION
1387
27.3.03B 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,6.
HARD COPYUNCONTROLLED
4. Minimum bending radius of cable 150mm.
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.
’L’ Long spans ( 150m to 350m )
5. ’S’ Short spans ( less than 150m )
1
TO WOOD POLE - MATERIAL
MATERIAL
Bolt hook to wood pole26-3
2 2 4 4
145-5
145-10
145-15
145-20
Bow shackle 70kN73-30
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
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
00
2400
2300
2000
11/22/33 kV
3100
F
F
FIBRE OPTIC CABLE CONSTRUCTION
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
HARD COPYUNCONTROLLED
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
TERMINATION/TERMINATION
FIBRE OPTIC CABLE CONSTRUCTION
NOTES:
1. Minimum bending radius of cable 150mm.
1388
15/4/03B 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,3.
HARD COPYUNCONTROLLED
L. Burton
C 14.12.16
1
C. Avenell
C. Noel
TO CONCRETE POLE - MATERIAL
16 1388 1
’L’ Long spans ( 150m to 350m )
2. ’S’ Short spans ( less than 150m )
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
Hook plate to concrete pole
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
FOC termination S span 36 fibre
FOC termination S span 48 fibre
FOC termination L span 36 fibre
FOC termination L span 48 fibre
FOC damper spiral vibration (green)
Short 36 Short 48 Long 36 Long 48
145-12 FOC termination S span 98 fibre
145-22 FOC termination L span 98 fibre
2
4
2
1
2
2
4
4
2
1
2
2
Short 96 Long 96
A ORIGINAL ISSUE
DRAWN
DATE
PASSED
APPROVED
Ergon Energy Corporation Ltd
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5
00
2300
2000
11/22/33 kV
3100
F
TERMINATION/TERMINATION
FIBRE OPTIC CABLE CONSTRUCTION
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
HARD COPYUNCONTROLLED
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
Ergon Energy Corporation Ltd
A ORIGINAL ISSUE
ABN 50 087 646 062
OVERHEAD DISTRIBUTION
Dwg ShFILE: 5