LIGHTING CONSTRUCTION MANUAL - Energex · PDF fileLIGHTING CONSTRUCTION MANUAL ... A ORIGINAL...

LIGHTING CONSTRUCTION MANUAL

COLUMNS MAJOR ROAD

Go to SECTION INDEX Back to MAIN INDEX

1-5-1-1

1 5 1-1 0D

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

BPM Steel Pole / Foundation - O/H Service

POLE FOUNDATION U/G SERVICE CONSTRUCTION

1-5-9-7

1-5-9-6

1-5-9-5

1-5-9-3

SBM POLE FOUNDATION DETAIL

1-5-9-4

1-5-9-8

1-5-9-9

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

01/04/16

01/04/16

01/04/16

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



1-5-9-11


Crossfall between 1:6 & 1:3 - Notes

1-5-9-10

1-5-9-12SBM 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

1-5-1-2

1 5 1-2 0D

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

1-5-14-3

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







Mid Hinged, Counter Balanced BPM Pole

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

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


Installation Details

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

BPM U/G Foundation Service

Special Outreach - Construction


& Streetlight Combinations - Materials


& 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

01/04/16

01/04/16

01/04/16

01/11/10

D 22.03.16

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

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.

1-5-9-3

1 5 9-3 0C

LIGHTINGCOLUMNS MAJOR ROAD

SBM STEEL POLE FOOTING / ERECTION DETAILS

FOR NO CROSSFALL

10500-A4-1-5-9-3

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 9-4.

700 dia. foundation = 0.89m‡

600 dia. foundation = 0.65m‡

Minimum concrete volume:

Concrete not included in material.


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

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.

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 9-3 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

1-5-9-4

1 5 9-4 0C

LIGHTINGCOLUMNS MAJOR ROAD

SBM STEEL POLE FOOTING / ERECTION DETAILS

FOR NO CROSSFALL

10500-A4-1-5-9-4

5 84 8071 4

2.38, 2.44, 2.9

4927-A4-2.23, 2.37,

B 29.11.13


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

16.03.16C

F

F F

F

MATERIAL - POLE & OUTREACH

ASSY

809-8

811-1

811-2

QTYDESCRIPTION

Terminal panel and cable to single outreach arm

Terminal panel and cable to double outreach arm

1

NOTES:

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

to maintenance personnel (normally facing building line).

2. For location of terminal chamber relative to double outreach

refer diagram below.

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.

Double outreach

Traffic flow

DOUBLE OUTREACH POLE ORIENTATION

Terminal chamber door

Traffic flow

MATERIAL - FOUNDATION

ASSY DESCRIPTION QTY

MATERIAL - LUMINAIRE


813-2

Foundation 350 PCD BPM steel pole - 1 conduit

Foundation 500 PCD BPM steel pole - 1 conduit839-2

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

Foundation 350 PCD BPM (special purpose) - 1 conduit

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

Terminal panel and cable to 3 way outreach arm


851-1

851-2

Highmast outreach frame - 1 way

Highmast outreach frame - 2 way1

852-1

852-2




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

1-5-10-1

1 5 10-1 0A

LIGHTINGCOLUMNS MAJOR ROAD - ENERGEX ONLY

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

F

FF

F

F

F

F

F

F

FBPM BASE PLATE MOUNTED POLE

PROPERTY

SIDE

40 Grout

2.0m

ROAD

SIDE

special purpose only.

For shallow foundation

Assy Selection

809-8 or 9

F

Nominal

Mounting

Height

12.0m

15.0m Pole

Height

10.0m

13.0mAssy Selection

811-1 or 2 or

827-1 or 2

Assy Selection

853-1 to 3

F

F

Underground service.

Refer Services

Drawing No. 1-4-7-1

Stabilisied backfill foundation

refer Construction Practices

Drawing 1-3-7-1

F

}(normal soil)

Assy Selection

851-1 or 2 or

852-1 or 2

For unsuitable soil conditions.

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


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

1-5-10-2

1 5 10-2 0A



1, 2, 3 & 4 WAY OUTREACH - CONSTRUCTION

10500-A4-1-5-10-2

NIL

4927-A4-8.1

Assy Selection

810-2 or

839-2 or

842-2

Assy 813-2

F

F F

F


ASSY

809-8

811-1

811-2

QTYDESCRIPTION


1

NOTES:









Double outreach

Traffic flow



Traffic flow





813-2





810-2

809-9

853-1

853-2

853-3






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


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

1-5-11-1

1 5 11-1 0A


BPM HIGH MAST / FOUNDATION - O/H SERVICE


10500-A4-1-5-11-1

NIL

4927-A4-8.1

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


F

FF

F

F

F

F

F

F

FBPM BASE PLATE MOUNTED POLE

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 3

Assy Selection

F

F

Drawing No. 1-4-7-1

Refer Services


Drawing 1-3-7-1


Stabilisied backfill foundation F

}(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

1-5-11-2

1 5 11-2 0B


BPM HIGH MAST / FOUNDATION - O/H SERVICE


10500-A4-1-5-11-2

NIL

4927-A4-8.1

842-2

839-2 or

810-2 or

Assy Selection

Assy 813-2



Assy 804-2

B 10.12.12


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



NOTES:

SBM 350 PCD hold down bolt cage

812-1

812-5

Bend U/G service conduit 40 dia x 90°

Conduit H.D. 40 dia.

829-1

AR

1

Refer foundation drawings forhold down bolts and slip planebolts assembly & tensioning requirements

SBM 500 PCD hold down bolt cage829-41


ASSY QTYDESCRIPTION

1

1



828-4

853-1

853-2

853-3




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

1. For foundation details:

No crossfall, refer drawing 1-5-9-3 & 4.

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

Crossfall between 1:6 & 1:3, refer drawing 1-5-9-7 & 8.

2. For Slip base connection details:

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

832-1

832-2

Terminal panel & cable to 1 outreach SBM pole





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

1-5-13-1

1 5 13-1 0A


SBM STEEL POLE / FOUNDATION - U/G SERVICE

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

10500-A4-1-5-13-1

NIL

4927-A4-8.1, 2.23,

2.37, 2.38, 2.44

2.0m

F

F

F

�

�

�

�

�

�

�

�

�

�

�

�

F

FF

F

F

F

F

Traffic flow

SLIP BASE ORIENTATION

Kerb

Lin

e

* K

erb

Lin

e

F

* Direction of

outreach

Direction of

outreach

* For dual outreach only

TYPICAL POLE / PIT ARRANGEMENT

F

F

F1.0mF

Verge

Pole

Cable

PitF

F

F

F

F

Luminaire

Trafficflow

1.0

m

RO

AD

F

F

Assy 812-1

Assy 812-5

Location of terminal

chamber relative to

outreach

Traffic flow

(Dual Carriageway)

Traffic flow

(Dual Carriageway)

Alternate location

for pit only if

approach side is

unusable.

Assy Selection

828-3 or 4

Assy 829-1 or 4

Nominal

Mounting

Height

12.0m

15.0m

Pole

Height

10.0m

13.0m

Assy Selection

811-1 or 2 or

827-1 or 2

F

Refer drawing 1-5-9-9

for slip base connection

wiring details.


Refer drawing 1-4-8-1 & 2

Assy Selection

851-1 or 2 or

852-1 or 2

F

F

Assy Selection

853-1 to 3


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

1-5-13-2

1 5 13-2 0A


SBM STEEL POLE / FOUNDATION - U/G SERVICE

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

10500-A4-1-5-13-2

NIL

4927-A4-8.1, 2.23,

2.37, 2.38, 2.44

F

F F

F


ASSY

811-1

811-2

QTYDESCRIPTION



1

NOTES:









Double outreach

Traffic flow



Traffic flow





813-2





810-2

854-3

853-1

853-2

853-3




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


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

1-5-14-1

1 5 14-1 0A




10500-A4-1-5-14-1

NIL

4927-A4-2.42

F

FF

F

F

F

F

F

F

F

PROPERTY

SIDE

40 Grout

2.0m

ROAD

SIDE



Assy Selection

854-1 or 3

F

Nominal

Mounting

Height

12.0m

15.0m Pole

Height

10.0m

13.0mAssy Selection

811-1 or 2 or

827-1 or 2

Assy Selection

853-1 to 3

F

F


Refer Services

Drawing No. 1-4-7-1

Stabilisied backfill foundation


Drawing 1-3-7-1

F

}(normal soil)

Assy Selection

851-1 or 2 or

852-1 or 2

For mid hinged BPM pole installation & operation

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

F

MID HINGED BPM BASE PLATE MOUNTED POLE



1-5-14-2

1 5 14-2 0A




10500-A4-1-5-14-2

NIL

4927-A4-2.42


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

Assy Selection

810-2

839-2

842-2

Assy 813-2


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

RAISE AND LOWER METHOD

OPERATING NOTES

LOWERING HEADFRAME

1. Remove access door panel at base of apron located on the opposite side to the apron.

2. Remove padlock from internal lug which protrudes through the pole from the apron and

secure the apron to the base of the pole.

3. Provide two lengths of rope - min length 15m (not supplied).

4. Securely attach the end of one of the ropes (rope ’A’) to the handle which is located at

the base of the apron section. This rope is the ’raise and lowering’ rope.

5. Securely attach the end of the second rope (rope ’B’) to the same handle and thread the

rope through the lifting lug located at the base of the pole. This rope is the ’safety backup’ rope.

6. Before removing apron fixing screw, ensure that personnel are not standing either directly

behind the apron or in the area in front of the pole where the headframe will be lowered to.

7. Before removing apron fixing screw, ensure that a second person pulls the safety backup

rope ’B’ tight. Pull apron away from pole using the handle and lowering rope ’A’ until top

of pole starts to descend under its own weight.

8. One person should slowly lower the pole using the raise and lower rope ’A’, avoiding

jerky movements. A second person should maintain a slight tension in the backup

rope ’B’ in case of failure of the first rope.

9. During the maintenance of the headframe equipment, while the pole is in the folded

down position, the top of the pole must be securely tied to the base of the pole.

The headframe should NOT be released at any stage when the mass or luminaires

have been removed from the headframe.

RAISING HEADFRAME

10. To return headframe to its upright position, rope ’A’ is drawn downwards until rope ’B’

assumes the transfer of the weight and encourages the lowering of the apron to continue.

Rope ’A’ now controls the rate of descent, and slowly allows the apron to close snuggly

against the pole.

11. Once the pole is returned to its upright position, the second person on rope ’B’ should

maintain a slight tension on the safety backup rope while the other person immediately

replaces the apron fixing screw and locks the internal security padlock.

12. It is suggested that the ropes be stored in the pole base before securely refitting the

access door panel.

Do not alter headframe mass fitted to the headframe of this pole. The design of the hinge and apron is critical for the correct operational

balance for the nominated mass fitted to the headframe. Mid Hinged Poles are trial balanced at the manufacturers prior to delivery by fitting

counter weights at the base of the apron in conjuction with loading the headframe with the nominated mass. If, for any reason the mass on the

headframe is changed, the operation and design integrity of the pole will be affected and could result in damage to the pole and personnel.

WARNING

Hazard area

Headfr

am

e

Wid

th x

3

Pole length +15%

Use suitable lengths of nylon rope

to suit height of pole

Safety backup

rope ’B’

Raise & lower

rope ’A’

Approx. 15kg load

1-5-14-3

1 5 14-3 0A


MID HINGED, COUNTER BALANCED BPM POLE

INSTALLATION DETAILS

10500-A4-1-5-14-3

NIL

4927-A4-2.43

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