OVERHEAD CONSTRUCTION MANUAL

POLE STAY CONSTRUCTION Go to SECTION INDEX Back to MAIN INDEX

CONSTRUCTION DESCRIPTION DWG CONSTRUCTION DESCRIPTION DWG

Ergon Energy Corporation Ltd ABN 50 087 646 062 FILE: 5 08 1149 1

OVERHEAD DISTRIBUTION POLE STAY CONSTRUCTION INDEX

APPROVED

DATE

PASSED

DRAWN L. Burton Index

30.06.05

E Sh 1

J. Brooks

A. Croft

A ORIGINAL ISSUE

D 19.09.03

E 15.08.02

Construction Code Guide – Pole and 1130/1 Aerial stays Construction Code Guide – Sidewalk stays 1130/2 POLE STAY CONSTRUCTION Ground stay – insulated – material 1097/1 Ground stay – insulated – material 1097/2 Ground stay – insulated – material 1097/3 GS1 Ground stay 7/2.75 const’n – insulated 1097/4 GS2 Ground stay 19/2.00 const’n – insulated 1097/4 GS3 Ground stay 19/2.75 const’n – insulated 1097/4 Ground stay – uninsulated – material 1166/1 Ground stay – uninsulated – material 1166/2 GS1 Ground stay 7/2.75 const’n – uninsulated 1166/3 GS2 Ground stay 19/2.00 const’n – uninsulated 1166/3 GS3 Ground stay 19/2.75 const’n – uninsulated 1166/3 Aerial stay – material 1101/1 Aerial stay – material 1101/2 AS1 Aerial stay 7/2.75 construction – insulated 1101/3 AS2 Aerial stay 19/2.00 construction – insulated 1101/3 AS3 Aerial stay 19/2.75 construction – insulated 1101/3 Sidewalk stay – insulated – material 1102/1 Sidewalk stay – insulated – material 1102/2 SS2 Sidewalk stay 19/2.00 const’n – insulated 1102/3 SS3 Sidewalk stay 19/2.75 const’n – insulated 1102/3 Sidewalk stay – uninsulated – material 1167/1 SS2 Sidewalk stay 19/2.00 const’n – uninsulated 1167/2 SS3 Sidewalk stay 19/2.75 const’n – uninsulated 1167/2

ANCHOR INSTALLATION Soil assessment 1087/1 Installing pressure 1087/2 Driving distances and setting of anchor 1087/3 Driving the anchor 1087/4 Driving the anchor 1087/5

...\50811301.dgn 11/08/2008 11:56:13 AM

...\50811302.dgn 11/08/2008 11:57:02 AM

ASSY DESCRIPTION

36-4

50-1

50-3

49-3

70-1

70-6

76-5

48-6

48-1

76-6

49-4

49-5

73-20

49-11

76-15

76-17

76-7

1097

16.12.99POLE STAY CONSTRUCTION

Anchor screw

SH200

SH250

DH100

DH250

Anchor surface rock

Anchor sub-surface rock

Eyebolt M24 to wood pole

Thimble Open ended 16mm

Indicator stay

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

Anchor concrete bed log

SH300

G

Anchor concrete pier

108 1097 1

D 22.01.08

51-1 Stay bracket to wood pole

50-5

73-34 Bow shackle 160kN

GS1 GS2 GS3

MATERIAL

GROUND STAYS - INSULATED TO WOOD POLE

MATERIAL - WOOD POLE

11/22kV Wood PoleLV Wood Pole SWER / 33kV Wood Pole

GS1 GS2 GS3GS1 GS2 GS3

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION QTY

2

MATERIAL - BOLTS TO WOOD POLE (GS3 STAY)

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1 1 1

NOTES:-

1.

2.

3.

on the pole.

equipment live point

lowest conductor or

below the level of the

closest to the pole is

end of the insulator

the ground and the

less than 2.7m above

of the insulator is not

that the lowest point

shall be placed so

The stay insulator

Stay 7/2.75 (GS1)

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

wood or concrete pole:

Pole stay attachment

steel pole:

Pole stay attachment

GS3 Stay bracket

M24 eyebolt

GS1 & GS2

Stay bracket

GS1, GS2 & GS3

E 11.6.08

F 27.03.12

C.Avenell

C.Noel

T.Borg

73-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

tensioning the stays.

pole head diameter by

) 21additional one half (

backfilled and raked an

head diameter,

) pole 21raked one half (

Stayed poles shall be

required.

Assy 49-15 where

Designer to nominate 4.

G 10.2.15

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

ASSY DESCRIPTION

50-1

50-3

49-3

70-1

70-6

76-5

48-6

48-1

76-6

49-4

49-5

73-20

49-11

76-15

76-17

76-7

1097

16.12.99POLE STAY CONSTRUCTION

Anchor screw

SH200

SH250

DH100

DH250

Anchor surface rock

Anchor sub-surface rock

Thimble Open ended 16mm

Indicator stay

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

Anchor concrete bed log

SH300

B 14.12.01

E

Anchor concrete pier

C 3.4.03

D 22.01.08

50-5

73-34 Bow shackle 160kN

GS1 GS2 GS3

11/22kV Conc PoleLV Conc Pole SWER / 33kV Conc Pole

GS1 GS2 GS3GS1 GS2 GS3

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION24kN 32kN 40kN

QTY

2

2

Bolt and Nut M20 x 350

2Bolt and Nut M20 x 400

16kN

2

2035-10

2035-12

Bolt and Nut M20 x 4502035-14

1

1

1

1

1

2052-1 Stay bracket to concrete pole

MATERIAL - CONCRETE POLE

208 1097 2

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

GROUND STAYS - INSULATED TO CONCRETE

POLE - MATERIAL

Stay 7/2.75 (GS1)

Stay 19/2.75 (GS3)

Stay 19/2.00 (GS2)

2053-2

ASSY DESCRIPTION24kN 32kN 40kN

QTY

1

1

16kN

1

2053-4

2053-6

MATERIAL - EYEBOLT TO CONC POLE (GS1 & GS2 STAYS)MATERIAL - BOLTS TO CONC POLE (GS3 STAYS)

1

Eyebolt M24 to concrete pole (350)

Eyebolt M24 to concrete pole (300)

Eyebolt M24 to concrete pole (400)

E 27.03.12

1 1 173-21 Thimble Open ended 20mm

C.Avenell

C.Noel

T.Borg

HARD COPYUNCONTROLLED

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

A ORIGINAL ISSUE

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

L. Burton

ASSY DESCRIPTION

50-1

50-3

49-3

70-1

70-6

76-5

48-6

48-1

76-6

49-4

49-5

73-20

49-11

76-15

76-17

76-7

1097

POLE STAY CONSTRUCTION

SH200

SH250

DH100

DH250

Anchor surface rock

Anchor sub-surface rock

Thimble Open ended 16mm

Indicator stay

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

Anchor concrete bed log

SH300

Anchor concrete pier

50-5

73-34 Bow shackle 160kN

GS1 GS2 GS3

11/22kV Steel Pole SWER / 33kV Steel Pole

GS1 GS2 GS3GS1 GS2 GS3

ASSY DESCRIPTIONQTY

Bolt and Nut M20 x 350

Bolt and Nut M20 x 400

2035-10

2035-12

Ø273 Ø323

2

2

1

1

1

1

1

2052-3

308 1097 3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

GROUND STAYS - INSULATED TO STEEL POLE

MATERIAL

22.01.08

MATERIAL - STEEL POLE

LV Steel Pole

2052-5

Anchor screw

MATERIAL - BOLTS TO STEEL POLE (GS1, GS2 & GS3 STAYS)

Stay 7/2.75 (GS1)

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

Stay bracket to steel pole (273)

Stay bracket to steel pole (323)

B 4.8.08

C

C.Avenell

C.Noel

C 27.03.12

1 1 173-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

FF

190

F

L. Burton 1097

POLE STAY CONSTRUCTION

Assy 49-11

Refer Note 3, sheet 1

Pole rake

2.7m

Min.

GS3

GS2

GS1

Construction Type

(Insulated)

Conductor

F

F

F

Assy 51-1

Assy 73-34

Assy 73-21

Assy 2035-9

Assy 73-21

Assy 73-34

Assy 2052-1

Assy 73-34

2035-10 or 12

Assy Selection

GROUND STAYS - INSULATED TO

WOOD, CONCRETE OR STEEL POLE

22.01.08

408 1097 4

2035-9, 10, 12 or 14

Assy Selection

Wood Pole GS3

Steel Pole GS1, GS2 & GS3

Assy 2052-3 or 5

Concrete Pole GS3

pole GS1 & GS2

Wood or concrete

eyebolt stays only

2053-2, 4 or 6 (concrete pole)

36-4 (wood pole), or

Assy Selection

50-1, 3 or 5

Assy Selection

B 4.7.08

D

C.AvenellC 27.3.12

C.Noel

Assy 73-20 or 21

Assy 73-20 or 21

HARD COPYUNCONTROLLED10.2.15D

49-3 to 5

Assy Selection

76-5,6,7 or 15 or 17 (screw anchors)

70-1 or 6 (rock anchors)

48-1 or 6 (concrete bed log/concrete pier

Anchor Assy Selection

live point

Equipment

sheet 1.)

(Refer Note 1,

Refer note 4 Sh 1

Assy 49-15

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062Dwg Sh

FILE: 5

UNDERGROUND DISTRIBUTION

POLE STAY CONSTRUCTION

1166

15.5.00B 14.12.01

D108 1166 1

B 14.12.01

C 28.3.08

ASSY DESCRIPTION

36-4

70-1

70-6

76-5

48-6

48-1

76-6

73-20

49-11

76-15

76-17

76-7 Anchor screw

SH200

SH250

DH100

DH250

Anchor sub-surface rock

Eyebolt M24 to wood pole

Thimble Open ended 16mm

Indicator stay

QTY

Anchor concrete bed log

SH300

Anchor concrete pier

51-1 Stay bracket to wood pole

75-5

73-34 Bow shackle 160kN

GS1 GS2 GS3GS1 GS2 GS3GS1 GS2 GS3

75-1

75-3

Stay bracket to conc pole2052-1

2052-3

Anchor surface rock

2052-5 Stay bracket to steel pole (323)

Stay bracket to steel pole (273)

MATERIAL

Wood Pole Concrete Pole Steel Pole

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Stay 7/2.75 (GS1)

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

GROUND STAYS - UNINSULATED TO WOOD,

CONCRETE OR STEEL POLE - MATERIAL

1 1

T.Borg

C.Noel

C.Avenell

D 28.03.12

1 1 173-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

L. Burton

POLE STAY CONSTRUCTION

1166

15.5.00B 14.12.01

D

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION24kN 32kN 40kN

QTY

2

2

Bolt and Nut M20 x 350

2Bolt and Nut M20 x 400

16kN

2

2035-10

2035-12

2

Bolt and Nut M20 x 4502035-14

Ø273 Ø323

2

2

C 22.1.08

NOTES:-

1.

2.

3.

MATERIAL - BOLTS TO POLE

Steel GS1, GS2 & GS3Wood GS3

GROUND STAYS - UNINSULATED TO WOOD,

CONCRETE OR STEEL POLE - MATERIAL

08 1166 22

the pole.

and the end of the insulator closest to the pole is below the level of the lowest conductor or equipment live point on

The stay insulator shall be placed so that the lowest point of the insulator is not less than 2.7m above the ground

2053-2

ASSY DESCRIPTION24kN 32kN 40kN

QTY

1

11

16kN

1

2053-4

2053-6

MATERIAL - EYEBOLT TO CONC POLE (GS1 & GS2 STAYS)

Concrete GS3

Eyebolt M24 to concrete pole (300)

Eyebolt M24 to concrete pole (350)

Eyebolt M24 to concrete pole (400)

D 10.2.15

C. Avenell

C. Noel

tensioning the stays.

) pole head diameter by 21backfilled and raked an additional one half (

) pole head diameter, 21Stayed poles shall be raked one half (

GS1, GS2 & GS3 - Stay bracket

Pole stay attachment steel pole:

GS3 Stay bracket

GS1 & GS2 M24 eyebolt

Pole stay attachment wood or concrete pole:

4.Designer to nominate Assy 49-15 where required.

HARD COPYUNCONTROLLED

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

A ORIGINAL ISSUE

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

F

F

F

F

F

F

F

F

F

F

F

F

F

F

190

F

F

F

F

F

F

F

F

F

POLE STAY CONSTRUCTION

Pole rake

Refer Note 3, sheet 1

Assy 49-11

1166

Construction Type

GS1

GS2

GS3

(Uninsulated)

Assy 51-1

Assy 73-34

Assy 73-21

Assy 2035-9

Assy 73-21

Assy 73-34

Assy 2052-1

Assy 73-34

2035-10 or 12

Assy Selection

2035-9, 10, 12 or 14

Assy Selection

Wood Pole GS3

Steel Pole GS1, GS2 & GS3

Assy 2052-3 or 5

Eyebolt stays only

GROUND STAYS - UNINSULATED TO WOOD

CONCRETE OR STEEL POLE

308 1166 3

Concrete Pole GS3

pole GS1 & GS2

Wood or concrete

2053-2, 4 or 6 (concrete pole)

36-4 (wood pole), or

Assy Selection

27.3.08

75-2, 3 or 5

Assy Selection

B 6.8.08

D

C 28.3.12

T.Borg

C.Noel

C.Avenell

Assy 73-20 or 21

Assy 73-20 or 21

HARD COPYUNCONTROLLEDD 10.2.15

76-5,6,7 or 15 or 17 (screw anchors)

70-1 or 6 (rock anchors)

48-1 or 6 (concrete bed log/concrete pier)

Anchor Assy Selection

Refer note 4 Sh 2

Assy 49-15

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

POLE STAY CONSTRUCTION

1101

16.12.99

F108 1101 1

C 3.4.03

D 28.3.08

ASSY DESCRIPTION

36-4

49-3

49-4

49-5

73-20

Eyebolt M24 to wood pole

Thimble Open ended 16mm

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

51-1 Stay bracket to wood pole

50-6

73-34 Bow shackle 160kN

AS3

MATERIAL - WOOD POLE

11/22kV Wood PoleLV Wood Pole SWER / 33kV Wood Pole

AS3AS3

NOTES:-

1.

2.

3.

on the pole.

equipment live point

lowest conductor or

below the level of the

closest to the pole is

end of the insulator

the ground and the

less than 2.7m above

of the insulator is not

that the lowest point

shall be placed so

The stay insulator

- Stay bracket

AS1, AS2 & AS3

tensioning the stays.

pole head diameter by

additional one half ( )

backfilled and raked an

head diameter,

raked one half ( ) pole

Stayed poles shall be

12/

12/

50-2

50-4

Stay 7/2.75 (AS1)

Stay 19/2.00 (AS2)

AS1 AS2 AS1 AS2 AS1 AS2

ASSY DESCRIPTION

49-3

49-4

49-5

73-20 Thimble Open ended 16mm

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

Stay bracket to conc pole

50-6

73-34 Bow shackle 160kN

AS3

11/22kV Conc PoleLV Conc Pole SWER / 33kV Conc Pole

AS3AS3

50-2

50-4

Stay 7/2.75 (AS1)

Stay 19/2.00 (AS2)

AS1 AS2 AS1 AS2 AS1 AS2

MATERIAL - CONCRETE POLE

2052-1

MATERIAL

2

2

1

1

2

2

1

1

2

1

2

2

2

1

1

2

2

1

1

2

1

1

2

2

2

1

1

2

2

1

1

2

1

1

2

1

2

1

1

2

1

1

2

1

1

2

2

1

1

2

1

1

2

1

1

2

2

1

1

2

1

1

2

1

1

2

Stay 19/2.75 (AS3)

Stay 19/2.75 (AS3)

AERIAL STAYS - WOOD OR CONCRETE POLE

wood or concrete pole:

Pole stay attachment

steel pole:

Pole stay attachment

AS3 Stay bracket

M24 eyebolt

AS1 & AS2 -

C.AvenellE 28.03.12

C.Noel

T.Borg

2 2 273-21 Thimble Open ended 20mm

2 2 273-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

F 12.10.16

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

POLE STAY CONSTRUCTION

1101

16.12.99

H

E

ASSY DESCRIPTION

49-3

49-4

49-5

73-20 Thimble Open ended 16mm

QTY

Insulator stay GY2

Insulator stay GY3

Insulator stay GY4

50-6

73-34 Bow shackle 160kN

AS3

11/22kV Steel Pole SWER / 33kV Steel Pole

AS3AS3

50-2

50-4

Stay 7/2.75 (AS1)

Stay 19/2.00 (AS2)

AS1 AS2 AS1 AS2 AS1 AS2

208 1101 2

MATERIAL - STEEL POLE

2052-3

2052-5

Stay bracket to steel pole (273)

Stay bracket to steel pole (323)

POLE - MATERIAL

28.3.08

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION

24kN 32kN 40kN

QTY

4

4

Bolt and Nut M20 x 350

4Bolt and Nut M20 x 400

16kN

4

2035-10

2035-12

4

Bolt and Nut M20 x 4502035-14

Ø273 Ø323

4

4

MATERIAL - BOLTS TO POLE

Steel AS1, AS2 & AS3Wood AS3

Stay 19/2.75 (AS3)

LV Steel Pole

2

2

1

1

2

2

2

1

1

2

2

1

1

2

2

2

1

1

2

2

2

1

1

2

2

1

1

2

2

2

1

1

2

2

2

1

1

2

2

1

1

2

AERIAL STAYS - WOOD CONCRETE OR STEEL

2053-2

ASSY DESCRIPTION24kN 32kN 40kN

QTY

2

2

16kN

2

2053-4

2053-6

MATERIAL - EYEBOLT TO CONC POLE (AS1 & AS2 STAYS)

2

Concrete AS3

Eyebolt M24 to concrete pole (300)

Eyebolt M24 to concrete pole (350)

Eyebolt M24 to concrete pole (400)

F 6.2.09

G 28.03.12

C.Avenell

C.Noel

T.Borg

2 2 273-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

H 12.10.16DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

A ORIGINAL ISSUE

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

POLE STAY CONSTRUCTION

1101

F

F

F

F

F

F

F

Assy Selection

49-3 to 5Assy Selection

Stay bollard rake

Refer Note 3, sheet 1

Assy 36-4

Clearances:

5.5m minimum clearance over

centre line of carriageway.

4.9m minimum clearance over

kerb line.

2.7m

Min.

Ground Stay if required.

Uninsulated Stay : Refer drawing 1166.

Insulated Stay : Refer drawing 1097.

Insulator required if circuit attached

to bollard.

Construction Type

AS1

AS2

AS3

(Insulated)

Conductor

sheet 1.)

(Refer Note 1,

live point

Equipment

F

F

F

F

150

150

F

F

FF

Assy 51-1

Assy 73-34

Assy 73-21

F

F

F

Assy 2035-9

F

F

F

F

F

Assy 73-21

Assy 73-34

Assy 2052-1

F

F

F

F

Assy 73-34

2035-10 or 12

Assy Selection

Wood Pole AS3 Steel Pole AS1, AS2 & AS3

Assy 2052-3 or 5

3 sheet 1

Refer Note

Pole rake

FF

2035-9, 10, 12 or 14

Assy Selection

AERIAL STAYS - WOOD, CONCRETE OR STEEL

POLE

308 1101 3

Concrete Pole AS3

28.3.08

2053-2, 4 or 6 (concrete pole)

36-4 (wood pole) or

Assy Selection

Eyebolt stays only

Pole AS1 & AS2

Wood or Concrete

F

F

B 6.8.08

E

C 6.2.09

Assy 73-21

Assy 73-34

Assy 2052-3 or 5

Wood or Concrete Bollard AS3

DO NOT USE STEEL

F F

F

F

Eyebolt stays only

Bollard AS1 & AS2

Wood or Concrete

DC.Avenell

28.03.12

C.Noel

T.Borg

Assy 73-20 or 21

Assy 73-20 or 21

Assy 73-20 or 21

F

F

190

HARD COPYUNCONTROLLED

E 12.10.16

2035-9, 10, 12 or 14

Assy Selection

F

50-2 ,4 or 6

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

POLE STAY CONSTRUCTION

MATERIAL

1102

15.5.00

F08 1102 1

1

C 3.4.03

D 30.11.07

ASSY DESCRIPTION

QTY

MATERIAL - WOOD POLE

11/22kV Wood PoleLV Wood Pole SWER / 33kV Wood Pole

NOTES:-

1.

2.

3.

on the pole.

equipment live point

lowest conductor or

below the level of the

closest to the pole is

end of the insulator

the ground and the

less than 2.7m above

of the insulator is not

that the lowest point

shall be placed so

The stay insulator

tensioning the stays.

pole head diameter by

additional one half ( )

backfilled and raked an

head diameter,

raked one half ( ) pole

Stayed poles shall be

12/

12/

36-4

50-3

70-1

70-6

76-5

76-6

49-4

49-5

73-20

49-11

76-15

76-17

76-7 Anchor screw

SH200

SH250

DH100

DH250

Anchor surface rock

Anchor sub-surface rock

Eyebolt M24 to wood pole

Thimble Open ended 16mm

Indicator stay

Insulator stay GY3

Insulator stay GY4

SH300

51-1 Stay bracket to wood pole

50-5

73-34 Bow shackle 160kN

77-6 Bracket sidewalk stay

77-1 Anchor sidewalk stay

SIDEWALK STAY - INSULATED TO WOOD POLE

SS2 SS3 SS2 SS3 SS2 SS3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

wood or concrete pole:

Pole stay attachment

SS3 Stay bracket

SS2 M24 eyebolt

E 6.8.08C.Avenell

F 28.03.12

C.Noel

T.Borg

1 1 173-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

POLE STAY CONSTRUCTION

1102

16.12.99

F08 1102 2

2

C 3.4.03

D 28.3.08

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION

24kN 32kN 40kN

QTY

2

2

Bolt and Nut M20 x 350

2Bolt and Nut M20 x 400

16kN

2

2035-10

2035-12

2

Bolt and Nut M20 x 4502035-14

ASSY DESCRIPTION

QTY

11/22kV Conc PoleLV Conc Pole SWER / 33kV Conc Pole

50-3

70-1

70-6

76-5

76-6

49-4

49-5

73-20

49-11

76-15

76-17

76-7 Anchor screw

SH200

SH250

DH100

DH250

Anchor surface rock

Anchor sub-surface rock

Thimble Open ended 16mm

Indicator stay

Insulator stay GY3

Insulator stay GY4

SH300

50-5

73-34 Bow shackle 160kN

77-6 Bracket sidewalk stay

77-1 Anchor sidewalk stay

SS2 SS3 SS2 SS3 SS2 SS3

Wood SS3

2052-1 Stay bracket to concrete pole

MATERIAL - CONCRETE POLE

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

SIDEWALK STAY - INSULATED TO

CONCRETE POLE - MATERIAL

Concrete SS3

2053-2

ASSY DESCRIPTION24kN 32kN 40kN

QTY

1

1

16kN

1

2053-4

2053-6 1

Eyebolt M24 to concrete pole (350)

Eyebolt M24 to concrete pole (300)

Eyebolt M24 to concrete pole (400)

MATERIAL - EYEBOLT TO CONC POLE (SS2 STAY)MATERIAL - BOLTS TO POLE (SS3 STAY)

E 6.8.08

F 28.03.12

C.Avenell

C.Noel

T.Borg

1 1 173-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

A ORIGINAL ISSUE

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

F

F

F

F

F

F

F

F

F

F

FF

190

F

45°

F

F

F

F

F

F

F

F

Max 3.0mMin 2.5m

POLE STAY CONSTRUCTION

1102

Refer Note 3, sheet 1

Pole rake

Assy 77-6

Assy 49-11

2.7m

Min.

77-1

15 or 17

76-5, 6 or 7

70-1 or 6

Assy Selection

SS2

SS3

Construction Type

(Insulated)

F

F

Min.

8.2m

Conductor

F

F

FF

3

Assy 51-1

Assy 73-34

Assy 73-21

Assy 2035-9

Assy 73-21

Assy 73-34

Assy 2052-1

2035-9, 10, 12 or 14

Assy Selection

28.3.08

T. Borg 08 1102 3

Wood Pole SS3

SIDEWALK STAY - INSULATED TO WOOD

OR CONCRETE POLE

Concrete Pole SS3

Eyebolt stay only

Pole SS2

Wood or Concrete

2053-2, 4 or 6 (concrete pole)

36-4 (wood pole) or

Assy Selection

B 6.8.08

D

50-3 or 5

Assy Selection

C 28.03.12

C.Noel

C.Avenell

Assy 73-20 or 21

49-4 or 5

Assy Selection

HARD COPYUNCONTROLLED

sheet 1.)

(Refer Note 1,

live point.

Equipment

attachment point

2.2m below top

D 26.9.13

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

POLE STAY CONSTRUCTION

1167

15.5.00B 4.2.02

E108 1167 1

C 27.11.07

NOTES:-

1.

2.

3.

12/

12/

2035-9 Bolt and Nut M20 x 325

ASSY DESCRIPTION

24kN 32kN 40kN

QTY

2

2

Bolt and Nut M20 x 350

2Bolt and Nut M20 x 400

16kN

2

2035-10

2035-12

2

Bolt and Nut M20 x 4502035-14

ASSY DESCRIPTION

36-4

70-1

70-6

76-5

48-6

48-1

76-6

73-20

49-11

76-15

76-17

76-7 Anchor screw

SH200

SH250

DH100

DH250

Anchor sub-surface rock

Eyebolt M24 to wood pole

Thimble Open ended 16mm

Indicator stay

QTY

Anchor concrete bed log

SH300

Anchor concrete pier

51-1 Stay bracket to wood pole

75-5

73-34 Bow shackle 160kN

SS3SS3

75-3

Stay bracket to conc pole2052-1

Anchor surface rock

MATERIAL

MATERIAL - BOLTS TO POLE

Wood Pole Concrete Pole

Wood SS3

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

Stay 19/2.00 (GS2)

Stay 19/2.75 (GS3)

SS2 SS2

77-6 Bracket sidewalk stay

equipment live point on the pole.

pole is below the level of the lowest conductor or

ground and the end of the insulator closest to the

point of the insulator is not less than 2.7m above the

The stay insulator shall be placed so that the lowest

SS3 - Stay bracket

SS2 - M24 eyebolt

1 1 1 1

Pole stay attachment wood or concrete pole:

Concrete SS3

2053-2

ASSY DESCRIPTION24kN 32kN 40kN

QTY

1

1

16kN

1

2053-4

2053-6 1

Eyebolt M24 to concrete pole (350)

Eyebolt M24 to concrete pole (300)

Eyebolt M24 to concrete pole (400)

MATERIAL - EYEBOLT TO CONC POLE (SS2 STAYS)

half ( ) pole head diameter by tensioning the stays.

diameter, backfilled and raked an additional one

Stayed poles shall be raked one half ( ) pole head

D 11.6.08

OR CONCRETE POLE- MATERIAL

SIDEWALK STAY - UNINSULATED TO WOOD

C.Avenell

E 28.03.12

C.Noel

T.Borg

1173-21 Thimble Open ended 20mm

HARD COPYUNCONTROLLED

A ORIGINAL ISSUE

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

ABN 50 087 646 062Dwg Sh

OVERHEAD DISTRIBUTION

FILE: 5

F

F

F

F

F

F

F

F

F

F

F

F

F

190

45°

1167

POLE STAY CONSTRUCTION16.5.00

F

F

F

F

F

F

F

F

Max 3.0mMin 2.5m

Assy 77-6

Assy 49-11

Refer Note 3, sheet 1

Pole rake

SS2

SS3

Construction Type

08 1167 22

(Uninsulated)

C 22.1.08

77-1

15 or 17

76-5, 6 or 7 or

70-1 or 6

Assy Selection

SIDEWALK STAY - UNINSULATED TO

Assy 51-1

Assy 73-34

Assy 73-21

Assy 2035-9

Assy 73-21

Assy 73-34

Assy 2052-1

2035-9, 10, 12 or 14

Assy Selection

Wood Pole SS3

WOOD OR CONCRETE POLE

Concrete Pole SS3

Eyebolt stay only

Pole SS2

Wood or Concrete

2053-2, 4, or 6 (concrete pole)

36-4 (wood pole) or

Assy Selection

D 6.8.08

75-3 or 5

Assy Selection

C.AvenellE 28.03.12

C.Noel

T.Borg

Assy 73-20 or 21

F 26.9.13

attachment point

2.2m below top

min.

8.2m

HARD COPYUNCONTROLLED

DRAWN

DATE

PASSED

APPROVED

Ergon Energy Corporation Ltd

A ORIGINAL ISSUE

ABN 50 087 646 062

OVERHEAD DISTRIBUTION

Dwg ShFILE: 5

...\50810873.dgn 29/05/02 14:15:57

...\50810874.dgn 29/05/02 14:15:58

...\50810875.dgn 29/05/02 14:15:58