lighting construction manual · 2019-08-15 · 4b25 = 4 x 25mm† abc / xlpe o/h service major...

LIGHTING CONSTRUCTION MANUAL

CONSTRUCTION PRACTICES

Go to SECTION INDEX Back to MAIN INDEX

1-3-1-1

1 3 1-1 0E

LIGHTING

10500-A4-1-3-1-1

1-3-2-1

DESCRIPTIONTYPE PAGE TYPE DESCRIPTION PAGE

CONSTRUCTION PRACTICES INDEX

Construction Type Guide Service Cable

Luminaire Glare Shield Minor Road Decorative

Luminaire Glare Shield Major & Minor Road

Luminaire Stone Guard Minor Road

Attach Site ID Label to Steel or Concrete Pole (Maj/Min Rd)

Attach Site ID Label to Estate Pole (Minor Rd)

Attach Rate 3 Site ID Label to Pole

Stabilised Backfill

Termination of 16mm2

& 4mm2

N/S cable Install Instructions

Pedestrian Crossing Floodlight Aiming Details

Pedestrian Crossing Floodlight Aiming Details

Typical Physical Arrangement of Supply Pit to Pole

Access for Const & Maint Vehicles on Roundabout

Energex Pole Labelling



High Mast Pole Headframe Details 1 & 2 Way Outreach

High Mast Pole Headframe Details 3 & 4 Way Outreach

Clearance between Lighting Structure & Overhead Line

Dynamic Clearance of SBM Pole From and Overhead Line

Major Road Mid Hinged BPM Pole Installation Details

Major Road Mid Hinged BPM Pole Operation Details

Major & Minor Roads Typical Cross Section Conduits

1-3-3-1

1-3-4-1

1-3-5-1

1-3-6-1

1-3-6-2

1-3-6-3

1-3-7-1

1-3-8-1

1-3-9-1

1-3-9-2

1-3-10-1

1-3-11-1

1-3-11-2

1-3-12-1

1-3-12-2

1-3-12-3

1-3-13-1

1-3-13-2

1-3-14-1

1-3-14-2

1-3-15-1

1-3-15-2

1-3-16-1

1-3-17-1

B 07.12.12

1-3-2-2Construction Type Guide Rate 3 Public Lighting

1-3-18-1Steel Pole Attachments

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

1-11-10

C 22.03.16

1-3-17-2

1-3-17-3

1-3-17-4

Pit installation - sloping ground

Conduit entry to pits - general arrangement

Pit installation - concrete surround

1-3-7-2

1-3-7-3

1-3-7-4

BIG Pole - typical installation details

BIG Pole - Major Rd footing / erection details

BIG Pole - Minor Rd footing / erection details

Pit installation - general arrangement

D 06.03.17

Access for Const & Maint Vehicles on Roundabout

1-3-2-3Construction Type Guide Service Cable

1-3-19-1

1-3-19-2

1-3-19-3

Pit Installation - Type B Level Ground

Pit Installation - Type B Sloping Ground

Conduit Entry to Pits - Type B General Arrangement

03.04.18E

Dynamic Clearance of SBM Pole From and Overhead Line 1-3-14-3

B225

CABLE CODE CABLE DESCRIPTION I.I. NUMBER USE

1420045 O/H Service Major & Minor

O/H Service Major & Minor

EXAMPLE:-

2

2

SERVICE CABLE OVERHEAD - CONSTRUCTION CODE

OVERHEAD MANUAL CODE

CABLE CODE CABLE DESCRIPTION USE

SERVICE CABLE UNDERGROUND - CONSTRUCTION CODE

UNDERGROUND MANUAL CODE

EXAMPLE:- 2

These cable codes are included in the Overhead Construction Manual

These cable codes are included in the Underground Construction Manual

= 4 x 25mm ABC/XLPE

= 2 x 25mm ABC/XLPE

U/G Service Major

I.I. NUMBER

REFERENCE No.

CABLE CODE

= 16mm† Cu NS 1672

LVI-16CUNS/1672

LVI-16CUNS/1672 2406943

LVI-4CUNS/1671 = 4mm† Cu NS 1671 2400260

LVI-16CUNS/1672 = LVI 16mm† Cu Neutral Screen Cable, Code reference No. 1672

1-3-2-1

1 3 2-1 0B

LIGHTINGCONSTRUCTION PRACTICES - ERGON ENERGY ONLY

CONSTRUCTION CODE GUIDE

SERVICE CABLE

NIL

5 87 8054 1

NILB 08.01.13

B225

B425 1420051

B225 = Cable 2 x 25mm ABC/XLPE

U/G Service Major & Minor

LV-6CUCI/1673 1673 1542919= 6mm† Cu 1 Core PVC (Green/Yellow) Earth Cable


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

24/04/13

24/04/13

04/04/13

14/10/10

EXAMPLE:-

1-3-2-2

1 3 2-2 0B



RATE 3 PUBLIC LIGHTING

NIL

NIL

NIL

STREETLIGHT LUMINAIRE RATE 3 - CONSTRUCTION CODE

PUBLIC LIGHTING MANUAL CODE

STREETLIGHT LAMP TYPE PRODUCT CODE

SL = Streetlight LED = Light-Emitting Diode 0009 = ADV Lighting Tech Ledway 20 2D350

SL LED 0027

SL LED 0027 = Streetlight, Light-Emitting Diode, Sylvania Lighting Street LED 25W

0010 = ADV Lighting Tech Ledway 20 D700




0015 = ADV Lighting Tech Ledway 40 D350R


0019 = ADV Lighting Tech Ledway 30 C350

0020 = ADV Lighting Tech Ledway 60 C350

0021 = ADV Lighting Tech Canopy 60 C350

0027 = Sylvania Lighting Street LED 25W




0022 = Pecan Lighting 96M 86W

0023 = Pecan Lighting 96M 200W

0024 = Pecan Lighting 48S 44W

0025 = Pecan Lighting 48S 55W

0026 = Orange Tek Terraled 48

0028 = GE Lighting R250 158W



0031 = Toshiba Inter Corp. Urban Light 32W


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

08/01/13

B 21.11.16

0039 = Aldridge ALS 216/298 298W

SERVICE CABLE OVERHEAD - CONSTRUCTION CODE

SERVICE CABLE UNDERGROUND - CONSTRUCTION CODE

UNDERGROUND MANUAL CODE


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

22/11/16

1-3-2-3

1 3 2-3 0A

LIGHTINGCONSTRUCTION PRACTICES - ENERGEX ONLY


SERVICE CABLE

NIL

NIL

NIL

EXAMPLE:-

CABLE CODE CABLE DESCRIPTION USEI.I. NUMBER

4B25

4B25 O/H Service Major & Minor= 4 x 25mm† ABC / XLPE

These cable codes are included in the Overhead Construction Manual

OVERHEAD MANUAL CODE

16578

4B25 = Cable 4 x 25mm† ABC / XLPE

EXAMPLE:-

CABLE CODE CABLE DESCRIPTION USEI.I. NUMBER

U/G Service Major & Minor07127LVC24 PVPV

O/H Service Major & Minor08727

07231

These cable codes are included in the Underground Construction Manual

LVC216 PVPV

LVC416 PVPV

= LV 4mm† Cu 2 core PVC / PVC

= LV 16mm† Cu 2 core PVC / PVC

= LV 16mm† Cu 4 core XLPE / PVC Loop In Between Pits

LVC216 PVPV = LV 16mm† Cu 2 core PVC / PVC

LVC24

F

Nostalgia type 2:

Suits Luminaires:

Nostalgia type 1:

F

F

F

FSetscrew M4 x 20,

button phillips head

Locking Nut

Star Washer

Wing Nut

Aluminium

Glare Shield

Refer to Instruction Sheet supplied with shield

for installation details.

NOTE: Also suitable for Sylvania Minor Road

B2224 series luminaires (Flower Pot type).

GLARE SHIELD FOR DECORATIVE LUMINAIRES

M50 Normal

M80 Normal

S70 Normal

M50 Normal

M80 Normal

S70 Normal

ALUMINIUM GLARE SHIELD: SC - 11609 / 2407078

1-3-3-1

1 3 3-1 0A

LIGHTINGCONSTRUCTION PRACTICES

LUMINAIRE GLARE SHIELD

MINOR ROAD DECORATIVE

NIL

5 87 8064 1

4927-84-2.24


A




ABN 50 087 646 062



ABN 40 078 849 055This document must not be




EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English

D. Taylor / B. Oyegoke

L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

F

Suits Luminaires:

(Suits Sylvania B2222, Maxi or Urban luminaires)Suits Luminaires:

Remove existing diffuser

and fit replacement

containing glare shield.

(Suits Sylvania Roadster Luminaires up to 250W)

(Suits Sylvania Roadster Luminaires 400W only)

GLARE SHIELD FOR MAJOR ROAD LUMINAIRES

GLARE SHIELD FOR MINOR ROAD LUMINAIRES

F

Remove existing diffuser

and fit replacement

containing glare shields.

NOTE: Not suitable for M125D as maximum

allowable power is 80 watts.

Suits Luminaire:

REPLACEMENT DIFFUSER: SC - 18050 / 2407077



S100 Normal SC - 21576 / 2403262

S150 Normal SC - 21577 / 1150251

S250 Normal SC - 21578 / 1150283

M50 Normal SC - 21520 / 1150075

M80 Normal SC - 21521 / 1150078

S70 Normal SC - 21540 / 2403257

S400 Normal SC - 21579 / 1150285

1-3-4-1

1 3 4-1 0A


LUMINAIRE GLARE SHIELD

MAJOR & MINOR ROAD

10500-A4-1-3-4-1

5 87 8065 1

NIL


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

F

STONE GUARD FOR MINOR ROAD LUMINAIRES

Suits Luminaires:

Stone Guard

F

Luminaire

B 06.03.13

H70 Normal SC - 22765 / 2438257

H35 Normal SC - 22789 / 2438232

CF32 Normal SC - 21224 / 2438174

S70 Normal SC - 21540 / 2403257

M80 Normal SC - 21521 / 1150078

M50 Normal SC - 21520 / 1150075

Suits Sylvania Suburban Luminaires

SC - 23171 / 2443539


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

C 07.09.16

Suits Sylvania B2222 Maxi or Urban Luminaires

SC - 19462 / 2407079

1-3-5-1

1 3 5-1 0D


LUMINAIRE STONE GUARD

MINOR ROAD

10500-A4-1-3-5-1

5 87 8066 1

NIL

D 23.03.18


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

4321

567

MINOR ROADMAJOR ROAD

F

F

F

F

7 DIGIT ASSET

IDENTIFICATION NUMBER

Used on undiscovered poles only

Location

Requirement:

Ensure that existing information is not covered.

Surface should be wiped clean to ensure no dust or grease

is left which could impair the effectiveness of the adhesive.

If the pole is serviceable, position the site label on the side

of the pole nearest the road, with the bottom edge of the

label a minimum of 2.4metres above ground level.

If the pole is Unserviceable, position the site label on the

side of the pole nearest the road, at whatever height may

be reached without exerting a force on the pole,

e.g. without leaning a ladder against the pole.

Galvanised steel / concrete light poles

Identifier Type:

Asset Type:

7 digit, vertical, bare aluminium number plate with embossed numbers.

Use on all undiscovered steel and concrete major / minor road light poles.

Identifier Application:

NOTE:- Number automatically

generated in Small World.

123456789A

123456789A

123456789A

Assy Selection

830-5 or

873-0 to 9 and

873-A to E and

874-6

Glue: Sikaflex 11FC, Refer assy 874-6, or Dow Corning 1080 RTV Black

Silicone Adhesive with caulking gun.

Apply using manufacturers’ instructions.

8-10 DIGIT / LETTER

ASSET IDENTIFIER

Attach to all new poles

8-10 digit / letter vertical bare aluminium tray with black embossed

numbers / letters on yellow background. Use on all galvanised

steel and concrete major / minor road light poles.

2400

1-3-6-1

1 3 6-1 0A


ATTACHING SITE IDENTIFICATION LABEL TO

STEEL OR CONCRETE POLE (MAJOR / MINOR)

10500-A4-1-3-6-1

5 87 8068 1

NIL


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10F

F

2400

NOSTALGIA S/L COLUMNF

4321

5

6 DIGIT ASSET

IDENTIFICATION NUMBER

Used on undiscovered poles only

Location

Requirement:

Ensure that existing information is not covered.

Surface should be wiped clean to ensure no dust or grease

is left which could impair the effectiveness of the adhesive.

If the pole is serviceable, position the site label on the side

of the pole nearest the road, with the bottom edge of the


If the pole is Unserviceable, position the site label on the

side of the pole nearest the road, at whatever height may

be reached without exerting a force on the pole,

e.g. without leaning a ladder against the pole.

Identifier Type:

Asset Type:

Identifier Application:

Assy Selection

830-1 or

873-0 to 9 and

873-A to E and

874-4

NOTE:- Number automatically

generated in Small World.

123456789A

123456789A

Powder coated nostalgia poles

Glue: Loctite 454 instant adhesive gel. Refer assy 874-4.


6

8-10 DIGIT / LETTER

ASSET IDENTIFIER

Attach to all new poles

6 digit, vertical, yellow and black numbers.

Use on all undiscovered nostalgia poles.

8-10 digit / letter vertical bare aluminium tray with black embossed

numbers / letters on yellow background. Use on all nostalgia poles.

1-3-6-2

1 3 6-2 0A


ASSET IDENTIFICATION LABEL TO

ESTATE POLE (MINOR ROAD)

10500-A4-1-3-6-2

5 87 8069 1

NIL

Pole Type

Requirement

Location

F

F

FWOOD / CONCRETE / METAL POLE

Concrete Pole

Metal Pole

Wood Pole

APPLICATION:

Screw backing plate to pole.

backing plate.

Apply self adhesive label to clean, dry aluminium

Curve aluminium backing plate to suit pole if necessary.


1080 RTV Black Silicone Adhesive with chalking gun.

Glue plate to pole with Sikaflex 11FC or Dow Corning

of the adhesive.

grease is left which could impair the effectiveness

Clean surface of pole to ensure no dust or

backing plate.

Apply self adhesive label to clean, dry aluminium

plate.

Clean and dry front and rear of aluminium backing

Curve backing plate to suit pole if necessary.

Avoid longitudinal seam weld.

Apply self adhesive label direct to clean, dry pole.

adhesive.

left which could impair the effectiveness of the

Clean surface of pole to ensure no dust or grease is


nearest the road, with the bottom edge of the

Position the site label on the side of the pole

is not covered.

Ensure that any existing information on the pole

Min

2400

Wood/Concrete/Metal PolesMetal pole, Assy 835-3

Concrete pole, Assy 835-2

Wood pole, Assy 835-1

Non-Energex/Ergon Lighting Identification,

3

B 08.09.16

1-3-6-3

1 3 6-3 0B


ATTACHING RATE 3 SITE IDENTIFICATION LABEL

TO POLE

10500-A4-1-3-6-3

5 87 8080 1

NIL


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

Min.

100NOTES:

1.

2.

3.

BURIED IN GROUND

PRECAST

1-3-7-1

1 3 7-1 0B


STABILISIED BACKFILL

10500-A4-1-3-7-1

5 87 8055 1

NILB 24.10.14

Stabilised backfill

Refer note 2

100 min.

Stabilised backfill

Refer note 2

100 min.

100 min.

to reduce dust problems is acceptable.

concrete should be added dry. The use of a fine water spray

premix concrete supplied in bags is accepted. The premix

(e) For one off or a small number of foundations the use of

compact thoroughly.

(d) Place backfill in 200mm thick layers and mechanically

thoroughly mixed in a rotary mixer.

1 part cement to 8 parts fill (by volume) and shall be

(c) Backfill shall be stabilised with cement in the ratio of

requirements then imported material shall be used.

(b) If the excavated material does not conform to the above

Mechanically compact bottom of foundation.

Remove all loose material from bottom of hole.

After excavation:-

smaller than 25mm in size.

Silts and clays have all clods broken down to be

Gravels and sand have a maximum particle size of 25mm.

suitable for compacting.

The material consists of gravel sand or loam

(a) Excavated material may be used as backfill provided:-

Backfill:-

clearance of 100mm between the precast foundation and the edge of the hole.

Centrally position the precast foundation within the excavated hole, with a minimum

Precast Foundation Positioning:-


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

01/04/16

01/04/16

01/04/16

14/10/10

600

G.L.

IN GROUND POSITION

NOTES:

Pavement Side Street Side

PanelChamberTerminal

200 Nominal

Inside PolePanel StrapsTerminal

Earth Backfill

Line (white)Ground Level

Concrete Collar

Earth BackfillCompacted

Concrete Dry Mix

Panting D

epth

75 Minor Rd140 Major Rd

SleeveArea ProctectiveResistant CoatedCorrosion

1-3-7-2

1 3 7-2 0A


BURIED IN GROUND POLE

TYPICAL INSTALLATION DETAILS

10500-A4-1-3-7-2

NIL

4927-A4-2.3

be 75mm/140mm greater than the planting depth.3) Depth of hole to suit size of pole, actual depth to and dimensions.2) Refer to 1-3-7-3 & 1-3-7-4 for Footing Details corrosion protection. Protective sleeve is to provide mechanical and is undamaged and positioned as shown. 1) Before erecting pole check that protective sleeve


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

01/04/16

01/04/16

01/04/16

23/03/16

NOTES:

300

450

600

’B’

’A’

300

76

200

150

HEIGHT (M)LUMINAIRENOMINAL

9.0

(M)’A’

LENGTH

DEPTH ’B’ (M)PLANTINGMINIMUM

10.5

12.0

15.0

7.0

8.5

10.0

13.0

1.5

1.75

1.9

2.2

(steel poles)

Terminal Chamber

(note 4)

on all installations (note 6)

Concrete collar to be used

backfill (note 6)Compacted earth

openingsCable entry

all poles (note 6)drymix to be used on1:2:4 bagged concrete

(refer note 5)Hole Diameter

min140

min

460 min(note 7)

7. Actual depth shall be 140mm greater than planting depth ’B’. all backfill to be rammed down hard.6. Concrete drymix to be wet at time of installation, 100mm ramming space around base of pole.5. Standard 460mm auger size or greater to ensure (min. 200mm above G.L) by supplier.4. Steel poles coated with a corrosion resistant coating pole is erected.3. Terminal chamber normally faces building line when fitted will be at right angles to kerb line.2. Align pole during erection so that outreach where types of fabricated steel poles.1. Footings and dimensions shown are applicable to all

1-3-7-3

1 3 7-3 0A


BURIED IN GROUND POLE - MAJOR ROAD

FOOTING / ERECTION DETAILS

10500-A4-1-3-7-3

NIL

4927-A4-2.6


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

01/04/16

01/04/16

01/04/16

23/03/16

460 MIN

75

300

450

600

’B’

’A’

300

50

6.5

7.5

6.5

500

’A’

2200

150

NOTES:

HEIGHT (METRES)NOMINAL LUMINAIRE

’A’ (METRES)LENGTH

(METRES)DEPTH ’B’PLANTINGMINIMUM

OUTREACHWITHPOLE

POLEPIECESINGLE

4.5

5.5

6.5 1.2

1.5

1.2

POLE

SINGLE PIECE

Outreach

Single Integral

SPIGOTOUTREACHPOLE WITH

Name Plate

Chamber

Terminal

Note 4

Backfill (note 6)Compacted Earth

OpeningCable Entry

on all installations (note 6)Concrete Collar to be used

all poles. (note 6)Drymix to be used on

1:2:4 Bagged Concrete

Refer Note 5Hole Diameter

Nom

Min

1-3-7-4

1 3 7-4 0A


BURIED IN GROUND POLE - MINOR ROAD

FOOTING ERECTION DETAILS

10500-A4-1-3-7-4

NIL

4927-A4-2.4

Note 7

greater than planting depth ’B’.

7. Actual depth shall be 75mm

rammed down hard.

of installation, all backfill to be

6. Concrete drymix to be wet at time

space around base of pole.

greater to ensure 100mm ramming

5. Standard 460mm auger size or

above G.L.) by supplier.

resistant sleeve (Min. 200mm

4. Steel poles coated with a corrosion

building line when pole is erected.

3. Terminal chamber normally faces

angles to kerb line.

outreach where fitted will be at right

2. Align pole during erection so that

poles.

applicable to all types of fabricated

1. Footings and dimensions shown are


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

01/04/16

01/04/16

01/04/16

23/03/16

INSTALLATION INSTRUCTIONS

Termination 16mm† & 4mm† N/S cable

STEP 1:

STEP 2: Apply red mastic to crutch area starting at

the outer sheath cut off.

Finishing 10mm up each core

STEP 3:

STEP 4:

STEP 5:

10

F

F 20

Nylon jacket

Outer PVC

sheath

Inner PVC

sheath

F

FF

Red mastic

F

Strip cable to required length leaving 20mm

of nylon jacket exposed (Black) & 10mm

of the inner PVC jacket exposed.

Abrade 20mm of the outer sheath

F

Red mastic

F

Heatshrink tubing

F F

Heatshrink glove

Install & shrink glove into position

Install a red mastic block on the screen core

10mm short of where the tubing will

end when installed.

Position the tubing over each core slipping

over the glove finger.

Shrink in position.


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

1-3-8-1

1 3 8-1 0A


TERMINATION 16mm† & 4mm† N/S CABLE

INSTALLATION INSTRUCTIONS

10500-A4-1-3-8-1

5 87 8098 1

NIL

’X’ ’Y’

Crossing

Width

Beam axis

Floodlight

KerbF

F

F

Traffic

Flow

Place Aiming Device on floodlight as shown.

Hold flat plate against glass front of floodlight.

Sight through tube to Aim Point on carriageway.

F

F

F

F

F

Half

Carriagew

ay

width

F

F

F

F

F

INSTALLATION REQUIREMENTS:

AIMING DEVICE

Aim point on carriageway.

Designer to nominate

dimensions ’X’ & ’Y’.

Refer Construction plan.

Set-out

point Flat plate

Sighting tube

F

F

To provide the required vertical illuminance and at

the same time control glare to oncoming motorists

on the opposite side of the road, accurate location

and aiming of the floodlights is essential.


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

1-3-9-1

1 3 9-1 0A


PEDESTRIAN CROSSING FLOODLIGHT

AIMING DETAILS

10500-A4-1-3-9-1

5 87 8070 1

NIL

1.5

A7 A4 A1

A8

A5

A2

A9 A6 A3

B1B4B7

B2B5B8

B3B6B9

90%%d

2.5%%d to 5%%d

DIMENSIONS SHOWN IN MILLIMETRES

400

20

120

150

X

AIMING DEVICE

To Aiming Point

’Normal to the Glass’

MATERIAL :0.6mm Zincalum or 1.6mm Aluminium

NOTES :

These 3 edges to sit flat on

glass front so that sight line

is 90° to glass in both axies

25 x 10 notch to

clear front frame

Aiming Point

Normal to

the glass

Maximum

Intensity

Direction of traffic

Kerb

Normal to

the glass

Maximum In

tensity

Louvre

Lamp

CRITICAL MEASURING POINTS

ON PEDESTRIAN CROSSING

ANGULAR DISPLACEMENT OF MAXIMUM

INTENSITY TO FLOODLIGHT HOUSING

1-3-9-2

1 3 9-2 0A


PEDESTRIAN CROSSING FLOODLIGHT

AIMING DETAILS

10500-A4-1-3-9-2

NIL

4927-A4-1.4

Philips

floodlight luminaire

1. Aiming points nominated in Mains Project Department

recommendations are for ’Normal to Glass’ aiming.

2. Aiming device to be held at centre of floodlight when aiming.

3. Sight along top end of aiming device and adjust floodlight

position until the nominated roadway aiming point is targeted.


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

1000

Footing Conduit

3000 max

Road lighting luminaire

Traffic Flow

Edge of carriagewayVerge

Carriageway

Supply cable conduit

(500 min)

Road surface

Electrical conduit system

Kerb

location

Preferred

Pit

Refer detail A

pole and outreach arm

Road lighting

drainage paths

be located in

Pits should not

Detail A

General Arrangements

1.

2.

Access to pit to be clear of obstructions eg. guard rails3.

4.

5.

6.

rear face of kerb

Pit may butt against

acceptable. For preferred location refer plan view.

located within these boundaries as indicated is

closer than 0.5m to road lighting poles. The pit

Pit to be located no further than 3.0m from and no

however pit may butt against rear face of kerb.

When kerb is present pit to be clear of obstructions,

all conduits except those shown on footing drawings.

more cables which may be drawn in. This is generally

constructs and which is designed to recieve one of

between footings or foundations or other engineering

conduit which creates a closed underground passage

Underground electrical duct system is the ducting or

F

F

F

F

F

F

F

F

F

F

F

F

F

Notes:

600 min

cable conduit for preferred location see plan view

Pit to be located along longitudinal alignment of supply

7.

the pole within the 3m radius

pole, an additional pit is to be supplied at the base of

Where supply conduit alignment is >3m radius from the

F

F

1-3-10-1

1 3 10-1 0D


TYPICAL PHYSICAL ARRANGEMENT OF

SUPPLY PIT RELATIVE TO POLE

10500-A4-1-3-10-1

NIL

NILB 08.01.13


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

01/04/16

01/04/16

01/04/16

14/10/10

11.09.13C

system clear through the footing of foundation.

cables to be drawn from the undergound ducting

duct system. The footing ducting allows one or more

engineering constructs to the underground electrical

used to connect footings, foundations or other civil

which is shown on the footing drawings and which is

Footing / Foundation ducting is the ducting or conduit

30.07.14D

8.

junction box is not required.

supplied from the previous pit if a

streetlight in a circuit may be

For BPM or BIG installation the last

1000 min

F

F

Note:

No plants within a 1 meter

radus of streetlight

F

Alternate access to

suit approach road

Concrete access

strips for vehical

F

F

Edge of

roundabout

F

F

F

A

A

ROUNDABOUTS 9 METERS OR LARGER

1000

F

F2000 F

F

2000 F

F

1100

Streetlight PoleF

Access area

around pole

F

Concrete base 150mm

depth & FB2 mesh

F

F

SECTION A-A


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

1-3-11-1

1 3 11-1 0A


ACCESS REQUIREMENTS FOR CONSTRUCTION &

MAINTENANCE - VEHICLES ON ROUNDABOUTS

10500-A4-1-3-11-1

NIL

4927-A4-2.41

Alternate location

F

EPV access to roundabout

drive on - drive off

(Reversing into traffic from

the roundabout is prohibited)

Notes:

1. No other service to pass under vehical tracks.

2. No taps, drains ect. or other obstructions

within 1m of vehical tracks

3. Vehical tracks to be angled to align with

traffic flow (as in intersection diagram)

4. Central street lighting in large roundabouts not to

be used - perimeter lighting should be used.

5.

6. If vehical access to the roundabout can not be

gained - Road / lane closure may be required

resulting in additional charges by Energex.

Where vehical access at roundabout is difficult

or unsuitable, an alternative mid hinged pole

may be suitable.

Refer to Lighting Design for options / costs.

1-3-11-2

1 3 11-2 0A


ACCESS REQUIREMENTS FOR CONSTRUCTION &

MAINTENANCE - VEHICLES ON ROUNDABOUTS

10500-A4-1-3-11-2

NIL

4927-A4-2.41


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

ROAD SIDENOTES:

1. This practice used for the attachment of :-

- Pole numbers.- Transformer numbers.

- Streetlight numbers.- A.B.S. numbers.

2. Do not overlap numbers.

3. Pole numbers to be mounted a minimum

of 2.7m above ground or above pole

test/identification point (wood pole).

4. Pole numbers to be mounted facing road,

towards oncoming traffic.

HEAD

BUTT

TYPICAL POLE INSTALLATION

PROPERTY SIDE

Pole

Length

See

Note 3

Sinking

Depth

2.7m

600Terminal Chamber

(concrete only)

Pole Test Point

(wood only)

Pole Numbers (wood/

concrete poles)

Pole steps

fitted from 7m

above ground


A




ABN 50 087 646 062







EE DRWG NO:

EGX DRWG NO:

J. Brooks

R. English


L. Burton / T. Borg

14/10/10

14/10/10

14/10/10

14/10/10

1-3-12-1

1 3 12-1 0A


ENERGEX POLE LABELLING

10500-A4-1-3-12-1

NIL

4927-A4-2.39, 2.40

SIDE VIEW

TOP VIEW TOP VIEW

SIDE VIEW

headframe cap

Removeable

F

Assy 851-1

F

SL1 SL1 SL2

809-8 or 9

Assy SelectionF

Assy 851-1

F

F

headframe cap

Removeable

809-8 or 9

Assy SelectionF

1 Way Construction

1 Way Construction

2 Way Construction

2 Way Construction

1-3-13-1

1 3 13-1 0B


HIGH MAST POLE HEADFRAME DETAILS

1 & 2 WAY OUTREACH

10500-A4-1-3-13-1

NIL

NIL


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

B 23.03.18

for high mast constructions.

1-5-13-1 or 1-5-14-1

1-5-10-1,

Refer drawings

TOP VIEW

3 Way Construction

TOP VIEW

3 Way Construction

TOP VIEW

4 Way Construction

TOP VIEW

4 Way Construction

SL1SL2

SL3

SL1

SL2

SL3

SL4

headframe cap

Removeable Assy 852-1

809-8 or 9

Assy SelectionF

F809-8 or 9

Assy Selection

F

F

Assy 852-2

headframe cap

Removeable F

F

1-3-13-1

1 3 13-2 0C


HIGH MAST POLE HEADFRAME DETAILS

3 & 4 WAY OUTREACH

10500-A4-1-3-13-2

NIL

NIL


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

B 06.12.12

23.03.18C

for high mast constructions.

1-5-13-1 or 1-5-14-1

1-5-10-1,

Refer drawings

FHC

F

VC

HCF

1-3-14-1

1 3 14-1 0C


CLEARANCE BETWEEN LIGHTING STRUCTURE &

OVERHEAD LINE

10500-A4-1-3-14-1

5 84 8038 2

NILB 30.07.14

structure and the overhead line.

Clearance is the distance between the lighting


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

C 23.03.18

CABLEOTHER COMMS ADSS, PILOT OR

(NOT CCT)CABLEINSULATED

OR CCTBARE = 33kV

FROM:CLEARANCE

MINIMUM DISTANCE

"VC"VERTICAL

"HC"HORIZONTAL

1.5m

0.6m

0.05m

1.5m

0.3m

0.05m

(minimum sag condition)

c) conductor temperature of 0° in still air

(maximum horizontal swing condition)

wind pressure on the conductor

b) conductor temperature of 35° with 500pa

in still air (maximum sag condition)

a) maximum conductor design temperature

Clearances shall be maintained under:

NOTE:

F

F

F

F

F

F

1.2H

F

F1.2

H

F

F0.6

H

F

F0.6

H

F

F0.6

H

F

F

1.2H F

F

1.2H

prevents the pole being mounted at 1.2H

minimum of 0.6H, only if conflicts with existing infrastructure (eg driveways)

In this situation only, the horizontal clearance may be reduced to an absolute

F

H is the mounting height of the Luminaire.

The distances shown are to the nearest conductor.

E

E E E

E

E

1-3-14-2

1 3 14-2 0B


DYNAMIC CLEARANCE OF SLIP BASE POLE

FROM AN OVERHEAD LINE

10500-A4-1-3-14-2

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

B 23.03.18

intersection or when an overhead line crosses the carriageway.

flow the clearance for slip base pole should be increased to 1.2H. This situation occurs at an

where H is the mounting height of the luminaire. If the overhead line transverses the direction of traffic

The recommended minimum horizontal clearance of a slip base pole from an overhead line is 0.6H,

NOTE:

1-3-14-3

1 3 14-3 0A


DYNAMIC CLEARANCE OF SLIP BASE POLE

FROM AN OVERHEAD LINE

10500-A4-1-3-14-3

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

23/03/18

H1.2H

F

F

Clearance Zone

Overhead Electrical

F

maintained. Refer to drawing 1-3-14-1.

Statutory electrical clearances to be

F

NOTES :

luminaires are amended.

pole - ajustments will be necessary if the number of

Do not alter the mass fitted to the headframe of this

headframe configuration.

counter balances - balance weights varies to suit

of designed and specified headframe loads and apron

Do not raise or lower pole without full complement

Do not raise or lower pole in windy conditions.

3.

2.

1.

W A R N I N G

Latch

Latch Bar

Luminaires

F

1, 2, 3 or 4 way

Variable headframe

F

Hinge point

F

F

F

Balance weights

F

Apron

F

of pole

apron to base

Nut securing

F

decent of pole

Hand line controlling

F

Terminal chamber

F

4.

3.

2.

1.

1-3-15-1

1 3 15-1 0B


MAJOR ROAD MID HINGED BPM POLE

INSTALLATION DETAILS

10500-A4-1-3-15-1

NIL

4927-A4-2.42B 06.12.12

is difficult. (Rate 2 only)

Only to be used on roundabouts where access

Refer sheet 2 for operating notes

when pole is erected with baseplate square

Terminal chamber normally faces building line

For foundation details refer to construction drawing


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

24/04/13

24/04/13

04/04/13

14/10/10

OPERATING NOTES - Lowering Headframe

Provide two lengths of rope - minimum length 15m (Not Supplied)

1.

2.

3.

4.

5.

opposite side to the apron.

Remove access door panel at base of apron located on the

pole from the apron and secure the apron to the base of the pole

Remove padlock from internal lug which protrudes through the

This rope is the ’raise and lowering’ rope.

handle which is located at the base of the apron section.

Securely attach the end of one of the ropes (rope ’A’) to the

F

F

rope ’B’

Saftey backup

Use suitable lengths of nylon rope to suit height of pole

RAISE AND LOWER METHOD

6.

the pole where the headframe will be lowered.

standing either directly behind the apron or in the area in front of

Before removing apron fixing screw, ensure that personnel are not

7.

8.

of the first rope.

maintain a slight tension in the backup rope ’B’ in case of failure

rope ’A’, avoiding jerky movements. A second person should

One person should slowly lower the pole using the raise and lower

9.

the headframe.

at any stage when the mass or luminaires have been removed from

tied to the base of the pole. The headframe should NOT be released

in the folded down position, the top of the pole must be securely

During maintenance of the headframe equipment, while the pole is

RAISING HEADFRAME

10.

snuggly against the pole.

controls the rate of descent and slowly allows the apron to close

encourages the lowering of the apron to continue. Rope ’A’ now

downwards until rope ’B’ assumes the transfer of the weight and

To return headframe to its upright position, rope ’A’ is drawn

11.

12.

securely refitting the access door panel.

It is suggested that the ropes be stored in the pole base before

screw and locks the internal security padlock.

rope while the other person immideately replaces the apron fixing

on rope ’B’ should maintain a slight tension on the saftey backup

Once the pole is returned to its upright position, the second person

F

F

Pole length + 15%

F

F

width x 3

Headframe

Hazard area

F

1-3-15-2

1 3 15-2 0B


MAJOR ROAD MID HINGED BPM POLE

OPERATION DETAILS

10500-A4-1-3-15-2

drawing no

4927-A4-2.42

approx. 15kg load

Raise & lower rope ’A’

B 06.12.12

at the base of the pole. This rope is the ’safety back-up’ rope.

same handle and thread the rope through the lifting lug located

Securely attach the end of the second rope (rope ’B’) to the

decend under its own weight.

using the handle and lowering rope ’a’ until top of pole starts to

pulls the saftey backup rope ’B’ tight. Pull apron away from pole

Before removing apron fixing screw, ensure that a second person


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

24/04/13

24/04/13

04/04/13

14/10/10

312 06837 AR

311 15528 ARUnderground Pit JC4

275 06514 AR

242 13538 ARConduit, 50mm ID Flexible, ORANGE

276 17030 ARBend,Conduit UPVC,40mm x 600mm R

226 12471 ARConduit,40mm Rigid UPVC,HD, Orange

Tape,U/G Marking,Orange, 150mm W AR14318

QTYDESCRIPTIONPART

216

S.C.

Underground Pit JC4 Cover

Bend,Conduit UPVC,40mm x 300mm R

272

274

Conduit, 80mm Rigid UPVC, Orange

Bend,Conduit UPVC,80mm x 450mm R 15271

06643 AR

AR

S.C.

279

PART DESCRIPTION QTY

06640 ARConduit, 40mm RIGID, ORANGE

Adaptor, 40mm RIGID/40mm Flexible AR287

Conduit 40mm Flexible, ORANGE AR288 17121

17122

NOTES:

Slip Base Adaptor

SurfaceFinished

275 276 227or or

242 287 288or &

ARRANGEMENTSLIP BASE POLE

279

610

760

750 Min

1200 M

IN

50

600 Min

Refer to note 3

311& 312

760 1

00

300

281

600

Min

or

Road

ï»¿î

requiredConduits as

pegsurvey propertyReal

ï»¿90î�� conduit be40mm, 600mm RAD,

276

plug the conduitsproperty survey peg and ENERGEX and Telstra conduits 1000mm from the realprior to the formation of the road pavement terminate At the initial installation of the road crossing conduits

conduitExtent of

279

Min

Finished Surface Level

800

Note 1

PavementRoad 800

750 Min

1200 Min

DM

R Arterial

Major

Road

Kerb

’E’ Marker ’E’ Marker

Kerb


276

TapeMarkerWarning

216


275

600

Min

100

300

ï»¿î

pegsurvey propertyReal

ï»¿90î�� conduit80mm, 450mm RAD.

274

property survey pegscrossing conduit on a line between real1 x 80mm dia minimum nominal size of road

272

ï»¿90î�� conduit80mm, 450mm RAD.

274

300 NOTE 1 300

ï»¿90î�� conduit be40mm, 300mm RAD,OR(wall thckness approx 6mm)Flexible conduit-orange

242

275

287 288OR

B 06.12.12

1-3-16-1

1 3 16-1 0B


MAJOR & MINOR ROADS - TYPICAL CROSS SECTION

ACROSS ROAD & STREET LIGHT SERVICES

10500-A4-1-3-16-1

NIL

4927-A4-10.9

Manual for conduit footpath and roadway.4. Refer to Underground Construction pit installation details.3. Refer to section 1.3.17 for underground to installing pole or streetlight services.2. Check existing services in road prior footpath width or 800mm nominal. 300mm setback to suit road and 1. As per local governement requirements


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

24/04/13

24/04/13

04/04/13

01/10/10


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

01/04/16

01/04/16

01/04/16

11/09/14

F

F

INT EDGE AT TOP 656 – 4

F

F

INT EDGE 351 – 3

F

F

OPENING 280

F

F

550

F

F

704

50

F

F

-+50

0

F

F 100F

F-+25

0100-+25

0

in any direction.about the centre line3° Max. tilt off vertical

F

F

F

flush with pit lid

Finished Surface LevelF

(refer note 4)

Compacted sand / clean fill

400 F

F

50

F

F

-+50

0

240 F

F

400 F

F

F

F100-

+25

0F

F100-

+25

0

F

F


F

F

NOTES:

1.

2.

3.

White plastic / fibre pits are not acceptable

Only pits constructed of black HDPE are to be used.

4.F

F

Compacted bedding sand

B 29.03.16

PLAN

ELEVATION END ELEVATION

Bedding sand to be used around electrical conduits.

surround shall be installed. Refer 1-3-17-4 for details.

pit a minimum 150mm wide x 150mm deep concrete

In location where soil or other material is likely to cover

falling back into the pit or obscuring the lid.

Area around pit to be kept clear of soil to prevent soil

deep concrete surround.

be rigidly supported by a minimum 150mm wide x 150mm

If soil around pit is not compacted, area around lid must

1-3-17-1

1 3 17-1 0B


PIT INSTALLATION

LEVEL GROUND

10500-A4-1-3-17-1

NIL

NILF

F

560 (Type 2)830 (Type 4)

F

F

553 (Type 2) 586 (Type 4) OPENING AT TOP

F

F

INT EDGE AT TOP 656 – 4

F

F

INT EDGE 351 – 3

F

F

OPENING 280

F

F

550

F

F

704

50

F

F

-+50

0

F

F


F

F

F

flush with pit lid


(refer note 4)


400 F

F

50

F

F

-+50

0

240 F

F

400 F

F

F

F

100-+25

0

F

F

NOTES:

1-3-17-2

1 3 17-2 0A


PIT INSTALLATION

SLOPING GROUND

10500-A4-1-3-17-2

NIL

NIL

F

F

200mm Min.

F100-+25

0

F200mm Min.

F

F

is the allowable vertical tolerance.the centre line in any direction3° Max. tilt off vertical about

F

F

F100-+25

0

F200mm Min.

F

F100-+25

0

200mm Min.

F

F

F

F


1.

2.

3.



4.

PLAN

ELEVATION END ELEVATION

surround shall be installed. Refer 1-3-17-4 for details.

pit a minimum 150mm wide x 150mm deep concrete

In location where soil or other material is likely to cover



deep concrete surround.

be rigidly supported by a minimum 150mm wide x 150mm

If soil around pit is not compacted, area around lid must



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

01/04/16

01/04/16

01/04/16

23/03/16

F

F

560 (Type 2)830 (Type 4)

F

F

553 (Type 2) 586 (Type 4) OPENING AT TOP


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

01/04/16

01/04/16

01/04/16

23/03/16

50F

F

-+5

0

1.

2.

3.

4.

1-3-17-3

1 3 17-3 0A


CONDUIT ENTRY TO PITS

GENERAL ARRANGEMENT

10500-A4-1-3-17-3

NIL

NIL

25mm Min.

F

FF

F

F

F

F

F

F

F

300mm Rad.40 dia. 90°

Conduit bend

Conduit 40 Dia. Conduit 40 Dia.

LightTo Public

Conduit bushConduit bush

Conduit 40 Dia.Conduit 40 Dia.

STREETLIGHT CIRCUIT

STREETLIGHT CIRCUIT

of dirt, stones and moisture.

ends shall be adequately sealed to prevent the entrance

Where cables have been installed in conduit, the conduit

NOTES:

the entry of foreign material

All conduit entries into a pit shall be capped to prevent

minimum 25mm.

the pit, the conduit must be separated at the pit by a

Where more than one conduit enters the same end of

5. -+5

0

preference is for conduits to enter / exit on the short side.

All conduit entries and exits must enter the pit at 90°

from bottom.

Ramp conduits at pit to inable entry 50 mm

NOTES:

1.

2.

1-3-17-4

1 3 17-4 0A


PIT INSTALLATION

CONCRETE SURROUND

10500-A4-1-3-17-4

NIL

NIL

F

F

A

A

F

Refer note 1

N12 bar lappedPLAN

150

F

F

150

F

F

SECTION A-A

150

F

F

F

N12 bar lappedF

N25 concrete surround

Install bar centrally in concrete surround.

concrete surround and footpath or larger concrete surround.

surround an abelflex sealant joint is to be included between the

If concrete surround is to be part of footpath or larger concrete


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

01/04/16

01/04/16

01/04/16

23/03/16

Cutting C

ompound

STEP 1

STEP 2

Cold G

alvanisin

g paint

and cutting compound

Required holes to be center punched and drilled using step drill

Clean excess drilling compound

Paint exposed metal

cutting compound until required hole dia. is achieved

Stop and set drill to slow speed and proceed drilling using

Set drill to high speed and drill till penetration of the pole.

Pilot hole approx. 6mm is optional

Assy 903-5

903-10

Assy selection

Assy 903-1

1-3-18-1

1 3 18-1 0A


STEEL POLE ATTACHMENTS

FLOODLIGHT CABLE ENTRY

10500-A4-1-3-18-1

NIL

NIL


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

24/04/13

24/04/13

04/04/13

19/03/13


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

19/04/17

19/04/17

01/04/17

02/11/16

F

flush with pit lid


(refer note 3)


NOTES:

1.

2.

3.



F


PLAN


1-3-19-1

1 3 19-1 0A


PIT INSTALLATION - TYPE B

LEVEL GROUND

10500-A4-1-3-19-1

NIL

NIL

F

F

700

ELEVATION

-+10

075

F

F

F

F

1000 – 10

F

F100-+25

0 F

F100-+25

0


F

F



F

F

652 – 1 dia

F

F

630 – 2 dia

NOTES:

1.

2.

3.



PLAN

ELEVATION



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

09/11/16

F

F

652 – 1 dia

F

F

630 – 2 dia

F

flush with pit lid


(refer note 3)


F


F

F

700

-+10

075

F

F

F

F

1000 – 10

F

F100-+25

0F

F100-+25

0


F

F

200mm Min.F

F F200mm Min.F



1-3-19-2

1 3 19-2 0A


PIT INSTALLATION - TYPE B

SLOPING GROUND

10500-A4-1-3-19-2

NIL

NIL


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

09/11/16

1.

2.

3.

4.

25mm Min.

F

F

F

F

F

F

F

F

F

F

300mm Rad.40 dia. 90°

Conduit bend

Conduit 40 Dia. Conduit 40 Dia.

LightTo Public

Conduit bushConduit bush

Conduit 40 Dia.Conduit 40 Dia.

STREETLIGHT CIRCUIT

STREETLIGHT CIRCUIT

of dirt, stones and moisture.

ends shall be adequately sealed to prevent the entrance

Where cables have been installed in conduit, the conduit

NOTES:

the entry of foreign material

All conduit entries into a pit shall be capped to prevent

minimum 25mm.

the pit, the conduit must be separated at the pit by a

Where more than one conduit enters the same side of

5. -+5

0

from bottom.

Ramp conduits at pit to inable entry 100 mm

1-3-19-3

1 3 19-3 0A


CONDUIT ENTRY TO PITS - TYPE B

GENERAL ARRANGEMENT

10500-A4-1-3-19-3

NIL

NIL

ELEVATION

F

F

100 min

All conduit entries and exits must enter the pit at 90°.

6.Conduits shall not enter from the base of the pit.

lighting construction manual · 2019-08-15 · 4b25 = 4 x 25mm† abc / xlpe o/h service major...

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