LIGHTING CONSTRUCTION MANUAL...SS1 = Special shallow U/G serviced 1 conduit CI1 = Cast in situ U/G serviced 1 conduit 150 = 15.0m STREETLIGHT POLE / FOUNDATION CONSTRUCTION TYPE detail

LIGHTING CONSTRUCTION MANUAL

COLUMNS MAJOR ROAD

Go to SECTION INDEX Back to MAIN INDEX

1-5-1-1

1 5 1-1 0E

LIGHTING

10500-A4-1-5-1-1

1-5-2-1

DESCRIPTIONTYPE PAGE TYPE DESCRIPTION PAGE

B 10.12.12

1-5-2-5

POLE FOUNDATION O/H SERVICE CONSTRUCTION

1-5-4-2

1-5-4-1SLBPM

SL Single & Double Outreach - Materials

Single & Double Outreach - Construction

BPM Steel Pole / Foundation - O/H Service


POLE FOUNDATION U/G SERVICE CONSTRUCTION

1-5-9-8

1-5-9-7

1-5-9-6

1-5-9-4

SBM POLE FOUNDATION DETAIL

1-5-9-5

1-5-9-9

1-5-9-10

SBM Steel Pole Footing / Erection - No Crossfall Notes

SBM Steel Pole Footing / Erection - No Crossfall Details

SBM Steel Pole Footing / Erection

Crossfall not Exceeding 1:6 - Notes




Crossfall not Exceeding 1:6 - Details

Crossfall between 1:6 & 1:3 - Notes

SBM Steel Pole Slip Base Connection Wiring Details

COLUMNS MAJOR ROAD INDEX

VOLUME FOLDER ISSUEPAGE

Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE

HARD COPY UNCONTROLLED

C COPYRIGHT 2002 ENERGEX

ABN 50 087 646 062

Ergon Energy Corporation Limited

C COPYRIGHT 2002 ERGON ENERGY

ABN 40 078 849 055

ENERGEX Corporation Limited

ENERGEX or Ergon Energy

without written permission from

reproduced in part or whole

This document must not be

REFERENCE DRAWING ENERGEX

REFERENCE DRAWING ERGON

EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini

P. Relf / A. Bletchly

L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

01/11/10

C 28.10.13

1-5-6-2

1-5-6-1SLBPM

SL Single & Double Outreach - Materials


1-5-9-2

1-5-9-1

1-5-8-2

1-5-8-1

SLSBM

Single & Double Outreach - Materials


SBM Steel Pole / Foundation - U/G Service


SL

BPM Steel Pole / Foundation - U/G Service




3 Way & 4 Way Outreach - Materials

3 Way & 4 Way Outreach - Construction

Crossfall between 1:6 & 1:3 - Details



1-5-9-12


Crossfall between 1:6 & 1:3 - Notes

1-5-9-11

1-5-9-13SBM Steel Pole Footing / Erection


1-5-2-8

1-5-2-9

1-5-2-10

Construction Type Guide - Pole / Foundation & Outreach - Ergon

Construction Type Guide - Luminaire - Ergon

Construction Type Guide - Pole / Foundation & Outreach - Energex

Construction Type Guide - Pole / Foundation & Outreach - Energex

Construction Type Guide - Luminaire - Energex

D 22.03.16

03.04.18E

1-5-4-3



1-5-6-3



1-5-8-3


3 Way & 4 Way Outreach - Materials



1-5-9-3

1-5-1-2

1 5 1-2 0E

LIGHTING

10500-A4-1-5-1-2

DESCRIPTIONTYPE PAGE TYPE DESCRIPTION PAGE

B 10.12.12

POLE FOUNDATION O/H SERVICE CONSTRUCTION

1-5-11-2

1-5-11-1

1-5-10-2

1-5-10-1

1-5-17-2

1-5-17-1

1-5-13-1

1-5-13-2

1-5-14-1

1-5-14-2

BPM High Mast / Foundation - U/G Service

1,2,3 & 4 Way Outreach - Materials


BPM High Mast / Foundation - O/H Service

BPM High Mast / Foundation - O/H Service


1,2,3 & 4 Way Outreach - Construction







High Mast 1,2,3 & 4 Way Outreach - Materials

High Mast 1,2,3 & 4 Way Outreach - Construction


CONSTRUCTION

ENERGEX SPECIAL & CUSTOM - U/G SERVICE

1-5-18-1

1-5-18-2

1-5-19-1

1-5-19-2

BPM U/G Foundation Pedestrian Crossing

& Streetlight Combinations - Materials

BPM U/G Foundation Service Pedestrian Crossing &

Streetlight Combinations Single/Double - Construction

BPM U/G Foundation Service

Special Outreach - Materials


Special Outreach - Construction




& Streetlight Combinations - Construction

COLUMNS MAJOR ROAD INDEXC 06.01.14


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

01/11/10

D 22.03.16

E 03.04.18



1-5-17-3


Special Outreach - Materials

1-5-18-3



1-5-19-3

OUTREACH DIMENSION

No. OF OUTREACH

15 = 1.5m

30 = 3.0m

45 = 4.5m

BPM = Base Plate Mounted (Steel)

POLE TYPE

STREETLIGHT

SL = Streetlight

MOUNTING HEIGHT

90 = 9.0m

105 = 10.5m

120 = 12.0m

SERVICE TYPE

UG = Underground

OH = Overhead

FOUNDATION

EXAMPLE:-

EXAMPLE:-

A

(Omit where foundation is installed by others)

SS1 = Special shallow U/G serviced 1 conduit

CI1 = Cast in situ U/G serviced 1 conduit

150 = 15.0m

STREETLIGHT POLE / FOUNDATION CONSTRUCTION TYPE

detail drawings in this manual.

appears on relevant construction

Type shown within dashed box

cast in situ foundation with 1 conduit/bend.

SLBPM/120/245/UGCI1 = Streetlight, base plate mounted pole, 12.0m mounting height, double 4.5m outreach, serviced underground,

B 11.01.13

SLBPM/105/130/OH = S/light, base plate mounted pole, 10.5m mounting ht, single 3.0m outreach, serviced overhead, no foundation.


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

19/04/17

19/04/17

01/04/17

14/10/10

28.10.13C

SBM = Slip Base Mounted (Steel)

PC = Precast (BPM only)

SL BPM/105/1 30 A/OH CI1

OUTREACH UPLIFT(SINGLE + DOUBLE)

AirfieldsA = For proximity to

uplift is required)(omit where normal

NOTES

3. SBM construction junction box is included as part of service construction.2. SBM construction the pit is supplied as part of foundation construction.1. 3 & 4 way & SBM constuctions can only be supplied by UG.

1-5-2-1

1 5 2-1 0E

LIGHTINGCOLUMNS MAJOR ROAD - ERGON ENERGY ONLY

CONSTRUCTION TYPE GUIDE

POLE / FOUNDATION & OUTREACH

10500-A4-1-5-2-1

5 84 8034 1

NIL

31.07.14D

4 = 4 Way (BPM)

3 = 3 Way (BPM)

2 = Double

1 = Single

E 16.08.16

03 = 0.3m

EXAMPLE:-

EXAMPLE:-

STREETLIGHT

SL = Streetlight

LAMP TYPE AND WATTAGE

S100C = HPS 100W Clear




LUMINAIRE TYPE

A = Aeroscreen

for normal luminaire.

No designation required

A

H150 = H150W clear

H250 = H250W clear

H400 = H400W clear

STREETLIGHT LUMINAIRE CONSTRUCTION TYPE

detail drawings in this manual.



SLS150C = Streetlight, high pressure sodium vapour, 150 watt, clear lamp, normal luminaire.

B 11.01.13

SLS250CA

SLS250CA = Streetlight, high pressure sodium vapour, 250 watt, clear lamp, aeroscreen luminaire.

28.10.13C

H100 = H100W clear

26.03.18D 1-5-2-5

1 5 2-5 0E

LIGHTINGCOLUMNS MAJOR ROAD


LUMINAIRE

10500-A4-1-5-2-5

5 84 8034 5

NIL

EXAMPLE:-

STREETLIGHT LUMINAIRE TYPE

A = Aeroscreen

Adetail drawings in this manual.



STREETLIGHT LED LUMINAIRE CONSTRUCTION TYPE

SLED PH 0509 A

N = Normal

SLED = Streetlight LED

SUPPLIER IDENTIFIER BILLABLE LOAD

PH = Philips Lighting

GL = Gerard Lighting

SLEDPH0509A = Streetlight LED, Philips Lighting, 50.9W, aeroscreen luminaire.

E 01.07.18

H = High Mast

1716 = 171.6W1004 = 100.4W0912 = 91.2W0808 = 80.8W0509 = 50.9W

3096 = 309.6W2664 = 266.4W2356 = 235.6W1749 = 174.9W


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

B 14.03.14

EXAMPLE:-

EXAMPLE:-

STREETLIGHT

SL = Streetlight

LAMP TYPE AND WATTAGE





LUMINAIRE TYPE

A = Aeroscreen

for normal luminaire.

No designation requiredH150 = H150W clear

H250 = H250W clear

H400 = H400W clear

STREETLIGHT LUMINAIRE CONSTRUCTION TYPE

SLS150C = Streetlight, high pressure sodium vapour, 150 watt, clear lamp, normal luminaire.

SLS250CA = Streetlight, high pressure sodium vapour, 250 watt, clear lamp, aeroscreen luminaire.

H100 = H100W clear

1-5-2-10

1 5 2-10 0C

LIGHTINGCOLUMNS MAJOR ROAD - ENERGEX ONLY


LUMINAIRE

10500-A4-1-5-2-10

NIL

NIL

SL S250C A

SUPERSEDED


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/12

17.04.18C

F F

MATERIAL - POLE & OUTREACH

ASSY

804-1

807-6

808-1

808-2

808-3

808-4

808-5

808-6

809-6

809-7

809-8

811-1

811-2

800-6

QTYDESCRIPTION

DOUBLE OUTREACH POLE ORIENTATION

Traffic flow

Double outreach Traffic flow

Terminal chamber door

2

1

1

1

1

1

1

Terminal panel and cable to double outreach arm

Terminal panel and cable to single outreach arm

10.0m ht.

8.5m ht.

7.0m ht.

4.5m

3.0m

1.5m

4.5m

3.0m

1.5m

Supply to terminal panel for steel pole

Outreach arm - single

Outreach arm - double

Pole base plate mounted steel

NOTES:

1. Access door to be on side of pole that is least hazardous

to maintenance personnel (normally facing building line).

3. Neutral and earth terminals of terminal panel are to be

bridged. Make bridge only after polarity has been established.

4. Ensure contact area between Base Plate and hold down bolt

washers is clean, free of paint, and bolts are tight.

22Connector I.P.C. 25/95mm main to 6/35mm tap

Eyebolt & eyenut M16 x 150 to street light pole

809-9 13.0m ht.

F

F

2. For location of terminal chamber relative to double outreach refer diagram below.

MATERIAL - FOUNDATION

ASSY DESCRIPTION QTY

813-2

Foundation 350 PCD BPM steel pole - 1 conduit

Foundation 500 PCD BPM steel pole - 1 conduit839-21

Foundation 350 PCD BPM (special purpose) - 1 conduit

810-2

842-2

1-5-4-1

1 5 4-1 0C


BPM STEEL POLE / FOUNDATION - O/H SERVICE

SINGLE / DOUBLE OUTREACH - MATERIAL

10500-A4-1-5-4-1

5 84 8038 1

-

2

2

804-2 6-35mm Aluminium / 4-35mm Copper Thru Connector

805-1 End cap - push on 25mm† ABC

28.10.13B

Foundation 350 PCD BPM steel pole (precast) - 1 conduit


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 10.12.12

C 28.10.13

04.04.18D 1-5-4-2

1 5 4-2 0E




10500-A4-1-5-4-2

5 84 8038 1

-

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9

841-6 H100ALuminaire aeroscreen lamp & PE cell

SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C

Luminaire normal lamp & PE cell

MATERIAL - LUMINAIRE - NORMAL & AEROSCREEN & LED

1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

E 01.07.18

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

FF

F

F

F

F

F

F

F

F

F

F

F

F

F

BPM BASE PLATE MOUNTED POLE

40 Grout

Assy 807-6

PROPERTY

SIDE

special purpose only.

For shallow foundation

811-1 or 2

Assy Selection

ROAD

SIDE

Assy 800-6

2.0m

5

808-1 to 3

Assy Selection808-4 to 6

Assy Selection

Fully ribbed core

is neutral

o

F

F809-6 to 9

Assy Selection

F

13.0m

10.0m

8.5m

7.0m

Height

Pole

15.0m

12.0m

10.5m

9.0m

Height

Mounting

Nominal

SLBPM

SL

Construction Type

(Pole, Outreach & Foundation)

(Luminaire)

Drawing No. 1-4-3-1, 1-4-4-1 & 1-4-5-1

Overhead service. Refer Services

Refer 1-2-810 note 7.

For unsuitable soil conditions.

813-2

Assy Selection

(normal soil)}842-2

839-2 or

810-2 or

Assy Selection

1-5-4-3

1 5 4-3 0B



SINGLE / DOUBLE OUTREACH - CONSTRUCTION

10500-A4-1-5-4-3

5 84 8038 2

-

Assy 804-2 (EGX)

or

Assy 804-1 & 805-1 (EE)

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18



813-2



1


810-2


ASSY

808-1

808-2

808-3

808-4

808-5

808-6

809-6

809-7

809-8

811-1

811-2

QTYDESCRIPTION

1

1

1

1Terminal panel and cable to double outreach arm


10.0m ht.

8.5m ht.

7.0m ht.

4.5m

3.0m

1.5m

4.5m

3.0m

1.5m




809-9 13.0m ht.

NOTES:







2. For location of terminal chamber relative to double outreach refer diagram below.

F

F F

F

Double outreach

Traffic flow



Traffic flow

842-2

1-5-6-1

1 5 6-1 0C

LIGHITNGCOLUMNS MAJOR ROAD

BPM STEEL POLE / FOUNDATION - U/G SERVICE


10500-A4-1-5-6-1

5 84 8038 1

NILB 29.10.13



Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 29.10.13

04.04.18C

1-5-6-2

1 5 6-2 0D




10500-A4-1-5-6-2

5 84 8038 1

NIL

01.07.18D

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

FF

F

F

F

F

F

F

F

F

F

F

F

FBPM BASE PLATE MOUNTED POLE

PROPERTY

SIDE

40 Grout

2.0m

808-4 to 6

Assy Selection

808-1 to 3

Assy Selection

5

ROAD

SIDE

811-1 or 2

Assy Selection


o

SLBPM

SL

Construction Type


(Luminaire)

809-6 to 9

Assy Selection

F

15.0m

12.0m

10.5m

9.0m

Height

Mounting

Nominal

13.0m

10.0m

8.5m

7.0m

Height

Pole

Drawing No. 1-4-7-1

Refer Services

Underground service.




813-2

Assy Selection

(normal soil)}842-2

839-2 or

810-2 or

Assy Selection

1-5-6-3

1 5 6-3 0B




10500-A4-1-5-6-3

5 84 8038 2

NIL

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18


ASSY

825-1

825-2

809-6

809-7

809-8

827-1

827-2

QTYDESCRIPTION


1

3

1

1

NOTES:





3 way head frame suit 1.5m outreach

826-1

825-3

825-4

826-2

7.0m height

8.5m height

10.0m height

3 WAY 4 WAY

1

4

1

1




Outreach arm 1.5m

Outreach arm 3.0m



813-2



842-21


810-2

Terminal panel and cable to 3 way outreach arm


809-9 13.0m height

1-5-8-1

1 5 8-1 0C



3 WAY & 4 WAY OUTREACH - MATERIAL

10500-A4-1-5-8-1

5 84 8059 1

NILB 29.10.13



Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 29.10.13

04.04.18C

1-5-8-2

1 5 8-2 0D



3 WAY & 4 WAY OUTREACH - MATERIAL

10500-A4-1-5-8-2

5 84 8059 2

NIL

D 01.07.18

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

FF

F

F

F

F

F

F

F

F

F

F

F

F


40 Grout

10.0m

8.5m

7.0m

Height

Pole

12.0m

10.5m

9.0m

Height

Mounting

Nominal

826-1 or 2

Assy Selection

5

827-1 or 2

Assy Selection


o

F

825-3 or 4

825-1 or 2 or

Assy Selection

2.0m


(Luminaire)

SLBPM

SL

Construction Type

Drawing No. 1-4-7-1

Refer Services


809-6 to 9

Assy Selection


}normal soil

Refer Assemblies - Dwg 1-2-810 note 7.


1-5-8-3

1 5 8-3 0B



3 WAY & 4 WAY OUTREACH - CONSTRUCTION

10500-A4-1-5-8-3

5 84 8059 2

NIL

842-2

839-2 or

810-2 or

Assy Selection

813-2

Assy Selection

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18


ASSY

808-1

808-2

808-3

808-4

808-5

808-6


ASSY DESCRIPTION QTYQTYDESCRIPTION



10.0m ht.

8.5m ht.

7.0m ht.

4.5m

3.0m

1.5m

4.5m

3.0m

1.5m

1

1

1

1

NOTES:

828-1

828-2

828-3Pole slip base mounted steel

SBM 350 PCD hold down bolt cage

812-1

812-5

ï»¿Bend U/G service conduit 40 dia x

Conduit H.D. 40 dia.

832-2

829-1

AR

1

832-1 Terminal panel - single

Terminal panel - double

requirementsbolts assembly & tensioning hold down bolts and slip planeRefer foundation drawings for

828-4 13.0m ht.

SBM 500 PCD hold down bolt cage829-41

1-5-9-1

1 5 9-1 0C


SBM STEEL POLE / FOUNDATION - U/G SERVICE


10500-A4-1-5-9-1

5 84 8071 1

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13

Wiring details, refer page 9-9.

2. For Slip base connection details:

Crossfall between 1:6 & 1:3, refer pages 9-7 & 9-8 or 9-10 & 9-11.

Crossfall not exceeding 1:6, refer pages 9-5 & 9-6.

No crossfall, refer pages 9-3 & 9-4.

1. For foundation details:


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

foundation assembly.

that the pole earth continuity is maintained through the rag bolt

side of each bolt attachment slot. This requirement is essential to ensure

coating (ie remains as plain galvanised steel), for at least 20mm either

ensure that the underside of the base plate is free of paint or powder

3. Care should be exercised when painting or powder coating poles to

1-5-9-2

1 5 9-2 0E




10500-A4-1-5-9-2

5 84 8071 1

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 11.01.13

29.11.13C

04.04.18D

E 01.07.18

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

2.0m

F

F

F

F

SLSBM

SL

Construction Type


(Luminaire)

808-1 to 3

Assy Selection

F

F

FF

F

F

F

F

Traffic flow

SLIP BASE ORIENTATION

Kerb Line

* Kerb Line

F

outreach

* Direction ofoutreach

Direction of

* For dual outreach only

TYPICAL POLE / PIT ARRANGEMENT

F

F

F1.0mF

Verge

Pole

Cable

PitF

F

F

F

F

Luminaire

flowTraffic

1.0

m RO

AD

F

F

Assy 812-1

Assy 812-5

outreach

chamber relative to

Location of terminal

(Dual Carriageway)

Traffic flow

(Dual Carriageway)

Traffic flow

F

808-4 to 6

Assy Selection

F

832-1 or 2

Assy Selection

828-1 to 4

Assy Selection

Assy 829-1 or 4

15.0m

12.0m

10.5m

9.0m

Height

Mounting

Nominal

13.0

10.0m

8.5m

7.0m

Height

Pole

1-5-9-3

1 5 9-3 0E




10500-A4-1-5-9-3

5 84 8071 2

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

Dwg. No. 1-4-8-1

Refer SERVICES


B 29.11.13

shown on Dwg 1-3-10-1.

Alternate pit location

16.03.16C

wiring details.

slip base connection

Refer Page 9-10 for

04.04.18D

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

E 31.01.19


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

WARNING

NOTES:-

1.

2.

3.

5.

6.

7.

erected with baseplate square to kerb line.

Foundation must be installed so the pole can be

8.

10.

11.

12.

13.

(iii) Loose, uncompacted fill material.

swamps, coastal salt pans and mud flats).

(ii) Swampy silt deposits (commomly occurring in

(i) Loose sand (commonly occurring in sand dunes).

Suitable for most soils other than:-

4.

to 3 parts clean sand under base plate.

Ram stiff mix grout consisting of 1 part cement

on the drawings.

installed and tensioned to the torque shown

dimensions marked and the nuts are

down bolt assembly is installed to the

correctly it is IMPERATIVE that the hold

In order for slip base mechanism to operate

finished surface level is 20mm min. to 70mm max.

The required distance from slip-plane to projected

installed to the dimensions shown.

Ensure hold down bolts and slip base adaptor are

Unless shown otherwise.

Minimum cover to reinforcement, 65mm.

Place concrete into bored hole without form.

Concrete shall be grade N25.

1-5-9-4

1 5 9-4 0D


SBM STEEL POLE FOOTING / ERECTION DETAILS

FOR NO CROSSFALL

10500-A4-1-5-9-4

5 84 8071 3

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13

Section 17 of A.S. 3600:2009.

Prepare and place concrete in accordance with

READ IN CONJUNCTION WITH PAGE 9-5.

700 dia. foundation = 0.89m‡


Minimum concrete volume:

Concrete not included in material.

16.03.16C

for concrete pole bases before fixing poles.

A 7 day minimum curing period must be allowed

the type of crossfall installation.

to the pole must be uniform and be consistent for

Road/verge surface of the errant vehicle approach

L

bolt assembly installation.

to commencement of foundation and hold down

Finished surface level must be determined prior

square using 600 x 600 x 150 deep boxing framework.

In collapsing soils, top of footing may be formed

pole c and exit side of footing to suit location of pit.

Locate conduit and bend to exit top of footing on

9.

04.04.18D VOLUME FOLDER ISSUEPAGE

Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini

A. Bletchly / P. Relf

L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

No

m

150

F

F

F

F

F

bolt assembly.

350 PCD hold downFF

F

conduit when grouting

Leave 120mm dia. clear around

F

F

Slip-plane

�»¿

F

Nut

Flat Washer

Column Base

Shear Washer

Flat Washer

Slip Base Adaptor

High Tensile Clamp Bolt

F

F

F

F

F

F

F

ANCHOR CAGE ORIENTATION

F

road

Parallel tocL

F

F

F

Shear washer

Refer Note 4

F

Fï

»¿2

5 î

F

F2250

bored hole without form

Place concrete into

F

F

Grout refer note 12

ï»¿2 x 12 dia. drain holes through conduit 180î��

Bolt Assembly

Hold Down

F

F

FNo

m

90Line

Finished Surface

REFER PAGE 9-4 FOR NOTES

CLAMPING BOLT ASSEMBLY DETAIL

Torque 135Nm min

High tensile fixing nut

ï»¿Torque 90 î��

(Refer Detail)

High tensile clamping bolt

75 min

F

F

Top of conduit 70mm above footing

fix securely before placing concrete.

cast in footing. Plug both ends and

ï»¿40 dia. 300R UPVC 90î��

40 dia.UPVC conduit and

Ø700 = 500 PCD

Ø600 = 350 PCD

1-5-9-5

1 5 9-5 0C



FOR NO CROSSFALL

10500-A4-1-5-9-5

5 84 8071 4

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13

04.04.18C


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

NOTES:-

1.

2.

4.

6.



least hazardous for maintenance personnel.

Access door will be on the side of the pole that is

using 600 x 600 x 150 deep boxing.






Road/verge surface of the errant vehicle approach3.

10.

pole c and exit side of footing to suit direction of pit.


L

to commencement of anchor cage installation.


bolts are free of any debris.

base mount so that the top flange and clamping

Clear away immediate area around top of slip

12.

5.

WARNING

on the drawings.






15.

11.

9.

8.

7

13.

14.








finished surface level is 25mm min. to 75mm max.

The resultant distance from slip-plane to projected

installed to the dimensions shown.

Ensure hold down bolts and slip base adaptor are





1-5-9-6

1 5 9-6 0C



FOR CROSSFALL NOT EXCEEDING 1:6

10500-A4-1-5-9-6

5 84 8071 5

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13

READ IN CONJUNCTION WITH PAGE 9-7

Section 17 of A.S. 3600:2009.


700 dia. foundation= 0.89m‡





Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

F

F

F

F

F

bolt assembly.

350 PCD hold down

FF

F



F

F

Slip-plane

�»¿

Nut

Flat Washer

Column Base

Shear Washer

Flat Washer

Slip Base Adaptor


F

F

F

F

F

F

F


F

road

Parallel tocL

F

Shear washer

FF

F2250

F

F

Refer Note 15.

SLOPEDIM ’A’

(mm)

ï»¿0

ï»¿7

ï»¿12 î

ï»¿18 î

1:6 (16.7%)

1:8 (12.5%)

1:11 (9.0%)

1:22 (4.5%)

No

m

150 F

F

F

F90

No

m

Grout refer note 13


Place concrete into

LineFinished Su

rface

(Refer

Table)

’A’

F

Torque 135Nm min



Bolt Assembly

Hold Down ï»¿2 x 12 dia. drain holes through conduit 180î��

75 min

F

F

F

F

Top of conduit 70mm above footing.



ï»¿40 dia. 300R UPVC 90î��


Ø700 = 500 PCD

Ø600 = 350 PCD


(Refer Detail)


B 29.11.13


1-5-9-7

1 5 9-7 0C



FOR CROSSFALLS NOT EXCEEDING 1:6

10500-A4-1-5-9-7

5 84 8071 6

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

NOTES:-

1.

2.

5.

4.

6.





using 600 x 600 x 150 deep boxing.




3.

10.

pole c and exit side of footing to suit direction of pit.


L

14.






12.

WARNING

on the drawings.






7.

8.

9.

11.

down hill side will be 75mm nominal.

the projected finished surface line on the

The resultant distance from the slip-plane to

level with the projected finished surface line.

Point ’C’ (top of hold down bolts) must always be

bolt assembly installation.

to commencement of foundation and hold down





13.





1-5-9-8

1 5 9-8 0C



FOR CROSSFALLS BETWEEN 1:6 & 1:3

10500-A4-1-5-9-8

5 84 8071 7

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13

READ IN CONJUNCTION WITH PAGE 9-9

Section 17 of A.S. 3600:2009.









Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

F

F

F

F

F

F

F

F

F

Nut

Flat Washer

Column Base

Shear Washer

Flat Washer

Slip Base Adaptor


road

Parallel tocL

F

F

F

(Recommended Min.100)

suit site conditions

be adequate to

Wall thickness to

PLAN VIEW

F

F

300 Min. gap

Clamp Bolt

High Tensile



Bolt Assembly

Hold Down

FFall 1 : 50

F

F

�»¿

2250

F

F

F

F

F

F

150

F

F

No

m

F

FNo

m

90


(Refer Detail)


Refer note 5

Point C Finishe

d surfac

e line

F

F75 min

F

Shear washer

Slip-plane

finished surface level

to finish 50mm above

Concrete retaining wall

Torque 135Nm min


F

FF

F

F

F

F

bolt assembly.

350 PCD hold down

Top of conduit 70mm above footing.



ï»¿40 dia. 300R UPVC 90î��


ï»¿2 x 12 dia. drain holes 180î��



Grout refer note 13


Place concrete into

F

ï»¿R500 î

Ø700 = 500 PCD

Ø600 = 350 PCD

B 06.03.13

1-5-9-9

1 5 9-9 0D



FOR CROSSFALLS BETWEEN 1:6 & 1:3

10500-A4-1-5-9-9

5 84 8071 8

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

29.11.13

04.04.18

C

D

SECTION THROUGH SLIP BASE

1.

2.

3.

4.

5.

covered with heatshrink.

Neutral and active conductors to be effectively

shrouded male plug is to the top.

Slip base connectors to be orientated so that

the slip plane.

End of female socket to be located flush with

NOTES:

Refer Note 1

CONNECTOR INSULATION

DETAIL ’A’

female socket

Connector body

Active

F

F

20

30

F

Neutral

Overlap as shown

Heatshrink

Conduit

Similar at male connector.

with 10mm max onto connector.

Heatshrink on conductor core

F

F F

SBM Adaptor

F

F

F

FF

Slip plane

EARTH CONNECTION

DETAIL ’B’

for earth connection

Refer Detail ’B’

Refer Detail ’A’

F

F

Cable clamp blocks

PVC Green / Yellow

Earth cable, 6mm† 1 core

Earth cable

F

F

F

F

No slack to be left in cables across slip plane.

F

F

F

F

F

F

F

mounting bar

Galvanised

F

bar in SBM adaptor

Galvanized mounting

mounting bar

Locate behind galvanized

Lug, Cu 6mm† / M8.

F

SBM adaptor and pole

and washers supplied with

Stainless steel bolts, nuts,

PVC/PVC

Cable, 2C 4mm†

note

connector crimping

Refer note 3 and

Red (A) Black (N)

Connector set

instructions

in accordance with manufacturers

connector body. Use crimp tool

Indent crimp cable connection to

Connector Crimping Note:

F

B 04.04.18

For foundation details refer pages 9-4 to 9-9 & 9-11 to 9-12.

1-5-9-10

1 5 9-10 0B


SBM STEEL POLE

SLIP BASE CONNECTION WIRING DETAILS

10500-A4-1-5-9-10

5 84 8071 9

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

17/12/13

NOTES:-

1.

2.



WARNING

on the drawings.






5.

3.

4.

14.




formed using 600x600x150 deep boxing.

In collapsing soils, top of footing may be

1-5-9-11

1 5 9-11 0B



FOR CROSSFALLS BETWEEN 1:6 & 1:3 USING CONC STEPS

10500-A4-1-5-9-11

5 84 8071 7

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

6.

7.

pole and exit side of footing to suit direction of pit.


CL

8.



9.

10.

section 17 of AS 3600:2009.


11.



12.





13.

3 part clean sand under base plate.

Ram stiff mix grout consisting of 1 part cement to

(iii) loose, uncompacted fill material.

coastal salt pans and mud flats)

(ii) swampy silt deposits (commonly occuring in swamps,

(i) loose sand (commonly occuring in sand dunes)

Suitable for most soils other than :-

15.

cover the M36 clamping bolts.

1:50 from concrete step tread ensuring the mortar does not

cover the top of the hold down bolts. Slop flat section of mortar

around slip base mount. Mortar to be 1:3 dry pack and is to

Mortar required to prevent ponding of water and dirt build up

16.

Actual size to suit site conditions.

Glavanised star picket, min size 0.9m.

assembly installation.

commencement of foundation and hold down bolt

Finished surface level must be determined prior to

will be 75 nominal.

projected finish surface line on the down hill side

The resultant distance from the slip-plane to the

be level with the projected finished surface level.

Point ’C’ (top of hold down bolts) must always

erected with baseplate square to kerb line (refer page 9-13).


READ IN CONJUNCTION WITH PAGE 9-12 & 9-13

into bored hole without form.

Concrete shall be grade N25. Place concrete

B 04.04.18


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

17/12/13

No

minal

50

50

Mortar

TreadConcrete Step

LevelSurfaceFin

ished

Star Picket

DETAIL A

*


*Kerb Line

Kerb Line

For Dual Outreach Only*

Traffic Flow(Dual Carriageway)

Traffic FlowOutreach

Direction of

Reference Point

Relative to OutreachTerminal Chamber

Location of

(Dual Carriageway)Traffic Flow

OutreachDirection of

PLAN VIEW

100

100

100

100

(see note 12)Star Picket

1220x260x50Concrete Step Tread

100

90

150

*

5030

CarriagewayFinish Surface Level

Torque 135NmHigh Tensile Fixing Nut

Point C (see note 7)Slope Base to 1:50

Carriageway

Star Picket (see note 12)

Conduit When GroutingLeave 120mmØ Clear Around

Mortar 25MPaNo

m.

No

m.

Concrete Step Tread 1220x260x50

Slip Plane

Shear Washer

Finish

ed Surfac

e Level

No

m.

No

m.

2250

75 min.

ï»¿2 x 12â�� Drain Holes 180î�

Ø700 = 500 PCD

Ø600 = 350 PCD Hold Down Bolt Assembly350 or 500 PCD

Into Bored Hole Without FormConcrete Poured

Conduit 70mm Above Footing.Securely Before Placing Concrete. Top Of

Bend Cast In Footing. Plug Both Ends & Fix ï»¿40 dia. UPVC Conduit & 40 dia. 300R UPVC 9

REFER PAGE 9-13 FOR DETAILS


Refer detail 1-5-9-13ï»¿Torque 90î��

High Tensile Clamping Bolt

1-5-9-12

1 5 9-12 0B




10500-A4-1-5-9-12

5 84 8071 8

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 04.04.18


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

17/12/13

1-5-9-13

1 5 9-13 0A




10500-A4-1-5-9-13

5 84 8071 7

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

READ IN CONJUNCTION WITH PAGE 9-11 & 9-12

Nut

Flat Washer

Column Base

Shear Washer

Flat Washer

Slip Base Adaptor



road

Parallel tocL


Bolt Assembly

Hold Down


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

04/04/18

F

F F

F


ASSY

809-8

811-1

811-2

QTYDESCRIPTION



1

NOTES:



2. For location of terminal chamber relative to double outreach

refer diagram below.





Double outreach

Traffic flow



Traffic flow



MATERIAL - LUMINAIRE


813-2



842-2 Foundation precast 350 PCD BPM steel pole - 1 conduit 1


810-2

809-9

853-1

853-2

853-3

High mast luminaire 150W HPS - 12m mounting height


High mast luminaire 250W HPS - 12/15m mounting height

1

Pole 10.0m base plate mounted steel


1

827-1

827-2



851-1

851-2

Highmast outreach frame - 1 way

Highmast outreach frame - 2 way1

852-1

852-2



B 26.03.18


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

1-5-10-1

1 5 10-1 0B


BPM HIGH MAST / FOUNDATION - U/G SERVICE

1, 2, 3 & 4 WAY OUTREACH - MATERIAL

10500-A4-1-5-10-1

NIL

4927-A4-8.1

813-4 Foundation 500 PCD BPM (special purpose)

853-4 High mast luminaire 100W LED - 12m mounting height

853-5


High mast luminaire 175W LED - 12/15m mounting height

F

FF

F

F

F

F

F

F


PROPERTY

SIDE

40 Grout

2.0m

ROAD

SIDE



809-8 or 9

Assy Selection

F

15.0m

12.0m

Height

Mounting

Nominal

13.0m

10.0m

Height

Pole

827-1 or 2

811-1 or 2 or

Assy Selection

853-1 to 6

Assy Selection

F

F

Drawing No. 1-4-7-1

Refer Services


}(normal soil)

852-1 or 2

851-1 or 2 or

Assy Selection



842-2

839-2 or

810-2 or

Assy Selection

B 26.03.18

1-5-10-2

1 5 10-2 0C


BPM HIGH MAST / FOUNDATION - U/G SERVICE

1, 2, 3 & 4 WAY OUTREACH - CONSTRUCTION

10500-A4-1-5-10-2

NIL

4927-A4-8.1

Assy 813-2 or 813-4

01.07.18C

SLBPM(Pole, Outreach & Foundation)

Construction Type

SL(Luminaire)

(Luminaire LED) SLED


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

F F

F


ASSY

809-8

811-1

811-2

QTYDESCRIPTION


1

NOTES:









Double outreach

Traffic flow



Traffic flow



813-2



842-2 Foundation precast 350 PCD BPM steel pole - 1 conduit 1


810-2

809-9



1

827-1

827-2



851-1

851-2



852-1

852-2



2

1Supply to terminal panel for steel pole807-6

800-6 Eyebolt & eyenut M16 x 150 to street light pole 1

804-2 6-35mm Aluminium / 4-35mm Copper Thru Connector


26.03.18B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

1-5-11-1

1 5 11-1 0B


BPM HIGH MAST / FOUNDATION - O/H SERVICE


10500-A4-1-5-11-1

NIL

4927-A4-8.1

813-4 Foundation 500 PCD BPM (special purpose)



853-1

853-2

853-3





853-5



F

FF

F

F

F

F

F

F


PROPERTY

SIDE

40 Grout

2.0m

ROAD

SIDE



809-8 or 9

Assy Selection

F

15.0m

12.0m

Height

Mounting

Nominal

13.0m

10.0m

Height

Pole

827-1 or 2

811-1 or 2 or

Assy Selection

853-1 to 6

Assy Selection

F

F

Drawing No. 1-4-7-1

Refer Services


}(normal soil)

852-1 or 2

851-1 or 2 or

Assy Selection

F

F

Assy 800-6

Fully ribbed core

is neutralDrawing No. 1-4-3-1, 1-4-4-1 & 1-4-5-1

Overhead service. Refer Services

Assy 807-6

F

842-2

839-2 or

810-2 or

Assy Selection



Assy 804-2

B 10.12.12

C

1-5-11-2

1 5 11-2 0D


BPM HIGH MAST / FOUNDATION - O/H SERVICE


10500-A4-1-5-11-2

NIL

4927-A4-8.1

Assy 813-2 or 813-4

26.03.18

D 01.07.18


Construction Type

SL(Luminaire)



Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10



NOTES:

SBM 350 PCD hold down bolt cage

812-1

812-5

ï»¿Bend U/G service conduit 40 dia x

Conduit H.D. 40 dia.

829-1

AR

1

requirementsbolts assembly & tensioning hold down bolts and slip planeRefer foundation drawings for

SBM 500 PCD hold down bolt cage829-41


ASSY QTYDESCRIPTION

1

1

828-4

832-3

832-4

851-1

851-2



852-1

852-2



828-3 Pole 10.0m slip base mounted steel

Pole 13.0m slip base mounted steel

832-1

832-2

Terminal panel & cable to 1 outreach SBM pole




B 26.03.18

1-5-13-1

1 5 13-1 0B



HIGH MAST 1, 2, 3 & 4 WAY - MATERIAL

10500-A4-1-5-13-1

NIL

2.37, 2.38, 2.44

4927-A4-8.1, 2.23,


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

Wiring details, refer drawing 1-5-9-10

2. For Slip base connection details:

Crossfall between 1:6 & 1:3, refer drawing 1-5-9-8 & 9.

Crossfall not exceeding 1:6, refer drawing 1-5-9-6 & 7.

No crossfall, refer drawing 1-5-9-4 & 5.

1. For foundation details:



853-1

853-2

853-3





853-5



2.0m

F

F

F

F

FF

F

F

F

F

Traffic flow


Kerb Line

* Kerb Line

F

outreach

* Direction ofoutreach

Direction of

* For dual outreach only

TYPICAL POLE / PIT ARRANGEMENT

F

F

F1.0mF

Verge

Pole

Cable

PitF

F

F

F

F

Luminaire

flowTraffic

1.0

m

RO

AD

F

F

Assy 812-1

Assy 812-5

outreach

chamber relative to

Location of terminal

(Dual Carriageway)

Traffic flow

(Dual Carriageway)

Traffic flow

unusable.

approach side is

for pit only if

Alternate location

828-3 or 4

Assy Selection

Assy 829-1 or 4

15.0m

12.0m

Height

Mounting

Nominal

13.0m

10.0m

Height

Pole

827-1 or 2

811-1 or 2 or

Assy Selection

F

Refer drawing 1-4-8-1 & 2


852-1 or 2

851-1 or 2 or

Assy Selection

F

F

853-1 to 6

Assy Selection

B 26.03.18

1-5-13-2

1 5 13-2 0C



HIGH MAST 1, 2, 3 & 4 WAY - CONSTRUCTION

10500-A4-1-5-13-2

NIL

2.37, 2.38, 2.44

4927-A4-8.1, 2.23,

wiring details.

for slip base connection

Refer drawing 1-5-9-10

01.07.18C

SLSBM(Pole, Outreach & Foundation)

Construction Type

SL(Luminaire)



Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

F F

F


ASSY

811-1

811-2

QTYDESCRIPTION



1

NOTES:









Double outreach

Traffic flow



Traffic flow



813-2



842-2 Foundation precast 350 PCD BPM steel pole - 1 conduit1


810-2

854-3

1

827-1

827-2



851-1

851-2



852-1

852-2



854-1 Pole mid hinged base plate mounted steel 10.0m

Pole mid hinged base plate mounted steel 13.0m

B 26.03.18

1-5-14-1

1 5 14-1 0B


MID HINGED BPM HIGH MAST / FOUNDATION - U/G SERVICE


10500-A4-1-5-14-1

NIL

4927-A4-2.42


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

5. Refer to construction practices dwg 1-3-15-1 & 1-3-15-2

for operation details of mid hinged BPM pole.



853-1

853-2

853-3





853-5



F

FF

F

F

F

F

F

F

F

PROPERTY

SIDE

40 Grout

2.0m

ROAD

SIDE



854-1 or 3

Assy Selection

F

15.0m

12.0m

Height

Mounting

Nominal

13.0m

10.0m

Height

Pole

827-1 or 2

811-1 or 2 or

Assy Selection

853-1 to 6

Assy Selection

F

F

Drawing No. 1-4-7-1

Refer Services


Drawing 1-3-7-1

refer Construction Practices

Stabilisied backfill foundation F

}(normal soil)

852-1 or 2

851-1 or 2 or

Assy Selection

details refer Drawing No. 1-3-15-1 & 2

For mid hinged BPM pole installation & operation

F

MID HINGED BPM BASE PLATE MOUNTED POLE



842-2

839-2

810-2

Assy Selection

Assy 813-2

B 26.03.18

1-5-14-2

1 5 14-2 0C


MID HINGED BPM HIGH MAST / FOUNDATION - U/G SERVICE


10500-A4-1-5-14-2

NIL

4927-A4-2.42

01.07.18C


Construction Type

SL(Luminaire)



Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10


ASSY QTYDESCRIPTION

1

1

1

NOTES:

13.0m height809-9

1-5-17-1

1 5 17-1 0C


BPM U/G FOUNDATION PEDESTRIAN CROSSING &

STREETLIGHT COMBINATIONS - MATERIAL

10500-A4-1-5-17-1

NIL

NIL

892-1 Pedestrian Outreach Arm PF2


7.0m height

8.5m height

10.0m height

809-6

809-7

809-8

811-2 Terminal panel and cable to double outreach arm

ASSY QTYDESCRIPTION

1849-5

849-6

MATERIAL - CONTROL BOX

Floodlight control box S250 to steel / conc pole


ASSY QTYDESCRIPTION

1

848-1

848-2

848-3

848-4


Floodlight PX (philips narrow) S250

Floodlight PX (philips wide) S250


Floodlight PX (philips wide) S400 washers is clean, free of paint and bolts are tight.3. Ensure contact area between Base Plate and hold down bolt bridged. Make bridge only after polarity has been established.2. Neutral and earth terminals of terminal panel are to be to maintenance personnel (normally facing building line)1. Access door to be on side of pole that is least hazardous

B 17.12.13

ASSY QTYDESCRIPTION

1

810-2

839-2

842-2


813-2

Foundation 350 PCD BPM Steel Pole - 1 conduit

Foundation 500 PCD BPM Steel Pole - 1 conduit

Foundation Precast 350 PCD BPM Steel Pole - 1 conduit

Foundation 350 PCD BPM (Special Purpose) - 1 conduit


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 17.12.13

04.04.18C

1-5-17-2

1 5 17-2 0D




10500-A4-1-5-17-2

NIL

NIL

D 01.07.18

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

FF

F

F

F

F

F

F

F

F


40 Grout

PROPERTY

SIDE



ROAD

SIDE

2.0m

5o

F

F809-6 to 9

Assy Selection

F

13.0m

10.0m

8.5m

7.0m

Height

Pole

15.0m

12.0m

10.5m

9.0m

Height

Mounting

Nominal

SLBPM

SL

Construction Type


(Luminaire)



813-2

Assy Selection

(normal soil)}842-2

839-2 or

810-2 or

Assy Selection

1-5-17-3

1 5 17-3 0B


BPM FOUNDATION - U/G SVC PEDESTRIAN CROSSING &

STREETLIGHT COMB SINGLE/DOUBLE - CONSTRUCTION

10500-A4-1-5-17-3

NIL

NIL

811-2

Assy Selection

Drawing No. 1-4-7-1

Refer Services


849-5 or 6

Assy Selection

FFor Precast Foundations

Drawing No. 1-3-7-1

Refer Construction Practices

Stabilised backfill foundation

F

848-1 to 4

Assy Selection

F892-1

Assy Selection

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18


ASSY QTYDESCRIPTION

1

1

NOTES:

13.0m height809-9

894-1 Special Outreach Arm Single


7.0m height

8.5m height

10.0m height

809-6

809-7

809-8

ASSY QTYDESCRIPTION

1

810-2

839-2

842-2

813-2

washers is clean, free of paint and bolts are tight.3. Ensure contact area between Base Plate and hold down bolt bridged. Make bridge only after polarity has been established.2. Neutral and earth terminals of terminal panel are to be to maintenance personnel (normally facing building line)1. Access door to be on side of pole that is least hazardous

1-5-18-1

1 5 18-1 0C


BPM U/G FOUNDATION SERVICE

SPECIAL OUTREACH - MATERIAL

10500-A4-1-5-18-1

NIL

NIL

895-1 Special Outreach Arm Double

1811-1

811-2

Terminal panel & cable to single outreach arm

Terminal panel & cable to double outreach arm





B 17.12.13

Foundation Precast 350 PCD BPM steel pole - 1 conduit


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 17.12.13

04.04.18C

1-5-18-2

1 5 18-2 0D


BPM FOUNDATION - U/G SERVICE

SPECIAL OUTREACH - MATERIAL

10500-A4-1-5-18-2

NIL

NIL

01.07.18D

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

F

F

F

F


40 Grout

PROPERTY

SIDE



ROAD

SIDE

F

F809-6 to 9

Assy Selection

F

13.0m

10.0m

8.5m

7.0m

Height

Pole

SLBPM

SL

Construction Type


(Luminaire)



813-2

Assy Selection

(normal soil)}842-2

839-2 or

810-2 or

Assy Selection

Drawing No. 1-4-7-1

Refer Services


For Precast Foundations

Drawing No. 1-3-7-1



F

1-5-18-3

1 5 18-3 0B


BPM FOUNDATION - U/G SERVICE

SPECIAL OUTREACH - CONSTRUCTION

10500-A4-1-5-18-3

NIL

NIL

895-1

894-1 or

Assy Selection

Assy 811-1 or 2

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18


ASSY QTYDESCRIPTION

1

1

1

NOTES:

13.0m height809-9

1-5-19-1

1 5 19-1 0C




10500-A4-1-5-19-1

NIL

NIL

891-1 Pedestrian Outreach Arm PF1


7.0m height

8.5m height

10.0m height

809-6

809-7

809-8

811-2 Terminal panel and cable to double outreach arm

ASSY QTYDESCRIPTION

1849-5

849-6

MATERIAL - CONTROL BOX



ASSY QTYDESCRIPTION

1

848-1

848-2

848-3

848-4






washers is clean, free of paint and bolts are tight.3. Ensure contact area between Base Plate and hold down bolt bridged. Make bridge only after polarity has been established.2. Neutral and earth terminals of terminal panel are to be to maintenance personnel (normally facing building line)1. Access door to be on side of pole that is least hazardous


813-2

810-2

839-2

842-21





B 17.12.13

Foundation Precast 350 PCD BPM steel pole - 1 conduit


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

C. Noel

F. Zaini


L. Burton / T. Borg

01/05/18

01/05/18

01/05/18

14/10/10

04.04.18C

B 17.12.13

04.04.18C

1-5-19-2

1 5 19-2 0D




10500-A4-1-5-19-2

NIL

NIL

01.07.18D

ASSY DESCRIPTION

QTY

806-2

806-3

806-4

841-4

806-10806-11

806-12

1

841-1

841-2

841-3

841-7841-8

841-9

S100

S150

S250

S400

H150

H250

H400

S100A

S150A

S250A

S400A

H150A

H250A

H400A

H100806-9


SLS150

C

SLS250

C

SLS400

C

SLS100

CA

SLS150

CA

SLS250

CA

SLS400

CA

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

MA

RKIN

G

LU

MIN

AIR

E

806-1

SLS100

C



1

1

1Luminaire LED

913-8

913-9

913-10

L50

L90

L80

SLE

DP

H0509

A

SLE

DP

H0912

A

SLE

DP

H0808

A

SL

H150

SL

H100

SL

H250

SL

H400

SL

H100

A

SL

H150

A

SL

H250

A

SL

H400

A

913-11 L170 1

913-12 L270 1

913-13 L240 1

SLE

DP

H1716

A

SLE

DP

H2664

A

SLE

DP

H2356

A


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

14/10/10

F

FF

F

F

F

F

F

F


40 Grout

PROPERTY

SIDE



ROAD

SIDE

2.0m

F

F809-6 to 9

Assy Selection

13.0m

10.0m

8.5m

7.0m

Height

Pole

15.0m

12.0m

10.5m

9.0m

Height

Mounting

Nominal

SLBPM

SL

Construction Type


(Luminaire)



813-2

Assy Selection

(normal soil)}842-2

839-2 or

810-2 or

Assy Selection

811-2

Assy Selection

Drawing No. 1-4-7-1

Refer Services


849-5 or 6

Assy Selection

FFor Precast Foundations

Drawing No. 1-3-7-1



F

848-1 to 4

Assy Selection

1-5-19-3

1 5 19-3 0B



STREETLIGHT COMBINATIONS - CONSTRUCTION

10500-A4-1-5-19-3

NIL

NIL

F

F

5o

F

F891-1

Assy Selection

913-8 to 13

841-6 to 9

841-1 to 4 or

806-9 to 12 or

806-1 to 4 or

Assy Selection

31.01.19B


Approved Ergon

Approved Energex

Checked

Drawn

Date

Date

Date

Date

A ORIGINAL ISSUE



ABN 50 087 646 062



ABN 40 078 849 055








EE DRWG NO:

EGX DRWG NO:

A. Bletchly

A. Bletchly

K. Slater

L. Burton / T. Borg

01/03/19

01/03/19

01/03/19

04/04/18

Documents

LIGHTING CONSTRUCTION MANUAL...SS1 = Special shallow U/G serviced 1 conduit CI1 = Cast in situ U/G serviced 1 conduit 150 = 15.0m STREETLIGHT POLE / FOUNDATION CONSTRUCTION TYPE detail