STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

technologystandards@rms.nsw.gov.au SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0600 STREET LIGHTING SERIES

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

ERECTION AND INSTALLATION DETAILS FOR LIGHTCOLUMNS

SECTIONAL ELEVATION

ROADWAY

SECTIONAL ELEVATION

FILL BATTER

TO

E O

F

PLAN OF LIGHT COLUMN LOCATION IN FILL

ED

GE O

F S

HO

ULD

ER

GU

AR

DR

AIL

SECTIONAL ELEVATIONT

OE O

FC

UT B

ATTE

R

PLAN OF LIGHT COLUMN LOCATION IN CUT

BATTER

CUT

(FOOTING NEXT TO GUARD RAIL)

ROADWAY

15.0m

13.5m

12.0m

10.5m

9.0 m

1.6m

1.5m

1.3m

1.0m

1.0m

HEIGHT

LIGHT POLE

FOUNDATION

DEPTH OF

TO

E O

F C

UT

BATTE

R

ROADWAY

ROADWAYROADWAY

ROADWAY

WEAK (AT LEAST 200 Kpa.)

THE SANDSTONE SHALL BE AT LEAST MEDIUM TO

THIS FOOTING SHALL BE FOUNDED IN SANDSTONE.

FIL

L B

ATTE

R

PLAN OF LIGHT COLUMN

1000

50

CUTTINGS

CHANNEL IN

SO TYPE

SEE NOTE 2

A

--

UNDERGROUND CONDUIT

40mm DIA PVC SEE SEPARATE DRAWING

FOR LIGHT COLUMN

CONCRETE FOOTING

SEPARATE DRAWING

FOR DETAILS SEE

RAG BOLT ASSEMBLY

LUMINAIRE

STREET LIGHTING

SEE NOTE 1

LIGHT COLUMN

USED AS A DRAIN PIPE

20mm DIA PVC CONDUIT

COVER=70mm

CONCRETE= 32 MPa

HELICAL AT 300 PITCH

10-Y20 BARS R10

SEE NOTE 3

UNDERGROUND CONDUIT

40mm DIA PVC

LUMINAIRE

STREET LIGHTING

SEE NOTE 1

LIGHT COLUMN

LUMINAIRE

STREET LIGHTING

SEE NOTE 1

LIGHT COLUMN

900

SEE T

ABLE

FO

UN

DATIO

N D

EPT

H

1500

COLUMN LOCATIONS

OF BATTER AT LIGHT

LOCAL EXCAVATION

A

--

AT LIGHT COLUMN LOCATIONS

LOCAL WIDENING

PLASTIC CABLE PIT

TYPE P2 VIPIT

(SHEET 2)

SEE DESIGN GUIDE

SEE NOTE 2

50

GUARDRAIL

(SEE NOTE 2)

GEAR UNIT

LAMP CONTROL

DETAIL

NOT TO SCALE

A

--

SLACK IS PRESENT IN LEAD

FIXED BY CLAMP SO NO

PLUG AND FLEX ASSEMBLY

BASE WILCO WIBM110

HINGE LID WEATHERPROOF

PLUG RECEPTICAL WITH SPRING

WEATHERPROOF DISCONNECT

NUTS

LEVELLING

DRAIN PIPE

USED AS A

PVC CONDUIT

20mm DIA

UNDERGROUND CONDUIT

40mm DIA PVC

ORANGE HEAVY DUTY UPVC CONDUIT

CABLE IN 80mm DIA CATEGORY 'A'

LIGHT COLUMN LOCATION

LOCAL WIDENING AT

AT LIGHT COLUMN LOCATIONS

LOCAL EXCAVATION OF BATTER

TO A

LLO

W A

CC

ESS

800 MIN

TO A

PPE

RT

UR

E

HEAVY DUTY UPVC CONDUIT

CATEGORY 'A' ORANGE

CABLE IN 80mm DIA

STANDARD COLUMN

(PIT SEPARATE TO FOOTING)

CLEARANCE FROM THE EDGE OF THE NEAREST TRAFFIC LANE)SUFFICIENT(WHERE THERE IS

HEAVY DUTY UPVC CONDUIT

CATEGORY 'A' ORANGE

CABLE IN 80mm DIA

IMPACT ABSORBING OR STANDARD COLUMN-SEE SHEET 2 FOR SLIP BASE ARRANGEMENT

CLEARANCE FROM THE EDGE OF THE NEAREST TRAFFIC LANE)SUFFICIENT(WHERE THERE IS

SEPARATE DRAWING

GALV WASHERS SEE

SEPARATE DRAWING

HEXAGON NUTS SEE

GALVANISED

MAY HAVE ACCESS.

LOCATED AWAY FROM THE RAG BOLT ASSEMBLY AND VEHICLES

THIS TYPE OF PIT AND COVER SHALL BE USED WHERE THE PIT IS

FRAME OPENING SIZE 610 X 457 CAT NO B141.

THE COVER FOR THE PIT WILL BE A HEAVY DUTY GATIC COVER.

THE CONTRACTOR WILLL BE REQUIRED TO JUSTIFY THE PIT DESIGN.

STRONG ENOUGH TO WITHSTAND 5 TON MAX ON A 100mm SQUARE AREA.

CABLE PIT TO BE 610 X 457 X 600 CLEAR DEPTH. THE PIT IS TO BE3.

COLUMN. HANGS ON TOP STRAP SCREWED TO BOTTOM STRAP.

LAMP CONTROL GEAR UNIT TO BE MOUNTED ON STRAPS WITHIN2.

CORD TAKES ALL THE WEIGHT.

SLACK CABLE TO BE LEFT BETWEEN TAPED POINTS SO THAT THE NYLON

TWO METRES WITH BLACK ELECTRICAL TAPE.

THE CABLE SHALL BE TAPED SECURELY TO THE NYLON CORD EVERY

(MINIMUM 3mm DIA) TIED TO THE LUMINAIRE.

THE WEIGHT OF THE CABLE SHALL BE SUPPORTED BY A NYLON CORD

THE LUMINAIRE.

A 2.5mm TWIN & EARTH (STRANDED COPPER) TPS CABLE TO BE RUN TO1.

NOTES

2

CHANNEL

SO TYPE

CHANNEL

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005925

R0600-06 -

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

technologystandards@rms.nsw.gov.au SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0600 STREET LIGHTING SERIES

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

ROAD POLICY, SPECIFICATIONS AND

2

ENGINEERING SERVICES

AND TECHNOLOGY

ERECTION AND INSTALLATION DETAILS FOR LIGHTCOLUMNS

SEE NOTE 1

LIGHT COLUMNLUMINAIRE

STREET LIGHTING

COLUMN

SLIP BASE

SEE NOTE 2

MUST BE LEVEL WITH TOP OF PLINTH

TYPE P2 VIPIT PLASTIC CABLE PIT

ROADWAY CUTTINGS

CHANNEL IN

SO TYPE

50

SECTIONAL ELEVATION

1000

USED AS A DRAINAGE PIPE

20mm DIA PVC CONDUIT

UNDERGROUND CONDUIT

40mm DIA PVC

SEE SEPARATE DRAWING

FOR LIGHT COLUMN

CONCRETE FOOTING

SEPARATE DRAWING

FOR DETAILS SEE

RAG BOLT ASSEMBLY

(SEE NOTE 2)

GEAR UNIT

LAMP CONTROL

SLACK IS PRESENT IN LEAD

FIXED BY CLAMP SO NO

PLUG AND FLEX ASSEMBLY

SLIP BASE ADAPTOR

WASHERS SUPPLIED BY MANUFACTURER)

(M36 HIGH TENSILE BOLTS NUTS AND

SHEAR WASHER

PLINTH LEVEL

LEVELLING NUTS

FOOTING BOLTS

USED AS A DRAINAGE PIPE

20mm DIA PVC CONDUIT

UNDERGROUND CONDUIT

40mm DIA PVC

DETAIL

NOT TO SCALE

B

--

ASSEMBLY DETAILS SLIP BASE COLUMN

SEE SEPARATE DRAWING

GALVANISED ADAPTOR

TOP OF ANCHOR BOLT THREAD

TO FINISH 125mm BELOW THE

FIRST CONCRETE POUR

125

WILCO WIBM110

WEATHERPROOF BASE

PLINTH LEVELGROUND LEVEL

10

MA

X

100

THE TOP OF THE ADAPTOR PLATE

THE PLUG BASE IS TO BE 10mm BELOW

THIS DIMENSION IS CRITICAL.

SEE SEPARATE DRAWING

GALVANISED HEXAGON NUTS

SEE SEPARATE DRAWING

GALVANISED WASHERS

TOP OF ADAPTOR PLATE

ROADWAY

PLAN OF LIGHT COLUMN LOCATION(PIT NEXT TO FOOTING)

HEAVY DUTY UPVC CONDUIT

CATEGORY 'A' ORANGE

CABLE IN 80mm DIA

COLUMN. HANGS ON TOP STRAP SCREWED TO BOTTOM STRAP.

LAMP CONTROL GEAR UNIT TO BE MOUNTED ON STRAPS WITHIN2.

CORD TAKES ALL THE WEIGHT.

SLACK CABLE TO BE LEFT BETWEEN TAPED POINTS SO THAT THE NYLON

TWO METRES WITH BLACK ELECTRICAL TAPE.

THE CABLE SHALL BE TAPED SECURELY TO THE NYLON CORD EVERY

(MINIMUM 3mm DIA) TIED TO THE LUMINAIRE.

THE WEIGHT OF THE CABLE SHALL BE SUPPORTED BY A NYLON CORD

THE LUMINAIRE.

A 2.5mm² TWIN & EARTH (STRANDED COPPER) TPS CABLE TO BE RUN TO1.

CLEARANCES REQUIRED.

TABLE AND NOTES BELOW INDICATE THE ABSOLUTE MINIMUM1.

(km/hr)

SPEED

SLIP BASE

CLEARANCE REQUIRED FOR

IMPACT ABSORBING STANDARD

INDICATES FROM EDGE OF TRAFFIC LANE TO FACE OF POLE.'D'

THE ROAD DESIGN GUIDE).

POLE (SEE STREETS OPENING CONFERENCE AND/OR SECTION 3 OF

INDICATES 2.5m IS RESTRICTED AREA FROM KERB FACE TO FACE OF'C'

INDICATES BEHIND KERB FACE.'B'

INDICATES FROM EDGE OF NEAREST TRAFFIC LANE.'A'

OF POLE.

LANES WILL HAVE A MINIMUM 1.0m OFFSET KERB FACE TO FACE

LIGHT COLUMNS LOCATED ADJACENT TO VEHICLE PARKING OR BICYCLE

MINIMUM DISTANCE REQUIREMENTS.

LOCATED IN A LINE PARALLEL TO THE KERB LINE, MAINTAINING THE

FOR AESTHETIC REASONS, STREET LIGHTING COLUMNS SHALL BE3.

101-110

81-100

61-80

0-60 NA

3m (see 'A')

6m (see 'A')

6m (see 'A')

1m (see 'B')

1m (see 'B')

NA

NA

3m (see 'A' & 'D')

5m (see 'D')

9m (see 'D')

11m (see 'D')

SERVICES SAFETY BARRIER ACCEPTANCE DOCUMENTS.

DEFLECTION VALUES ARE FOUND ON THE ROADS AND MARITIME

A MINIMUM OUTSIDE THE DEFLECTION OF THE BARRIER.

STREET LIGHTING COLUMNS BEHIND BARRIERS ARE TO BE LOCATED AT2.

NOTES

DESIGN GUIDE

2

CHANNEL

SO TYPE

B

--

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005925

R0600-06 -