M G DRAWING TO : IN [email protected] ... · moulded 3 pin 10 amp plug viewed when...

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

[email protected] 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

STREET LIGHTING SUPPLY SWITCHBOARDELECTICAL DETAILS

C

LC-1

L

660

GENERAL ARRANGEMENT OF PANEL

BAKELITE PANEL

CIRCUIT C.B.'s

E. LINK

N. LINK

(NOTE 4)

CONTACTOR

HAMMER

CUTLER

MAIN C.B. (WHERE REQUIRED)

REMOTE RELAY

SWITCH

OVERRIDE

A

B

C

N

MAIN C.B.

(ALL SINGLE POLE)

FINAL SUB CIRCUIT C.B's

CIRCUITS

FINAL LIGHTING

CONTACTOR

LIGHTING

CELL

PHOTO ELECTRIC

SWITCH

OVERRIDE

CONTROL

FOR LOCAL

ARRANGEMENT

8 AMP

CONTROL C.B.

C.B

TO CONTROL

CONTROL

FOR REMOTE

ARRANGEMENT

ALTERNATIVE

CONTACTOR

TO LIGHTING

SWITCH

OVERRIDE

RCR-1

CONTACT

TO REMOTE

CR

R

N

600 MINIM

UM

A N

NOTES

ON THE STREET LIGHTS.

MUST BE SWITCHED 'OFF' PRIOR TO COMMENCEMENT OF WORK

DUE TO FEEDBACK POSSIBILITIES, THE MAIN CIRCUIT BREAKERII)

A COMMON NEUTRAL IS USED ON THE LIGHT CIRCUITS.I)

SWITCHBOARD WHICH STATES:-

PROMINENT TO ANY PERSON PREPARING TO WORK ON THE

A LABEL IS TO BE LOCATED IN A POSITION AND OF A TYPE TO BE(b)

SIZE TO PROTECT THE CIRCUIT CONDUCTORS.

THE THREE PHASE MAIN SWITCH CIRCUIT BREAKER BE OF ADEQUATE(a)

AUTHORITY PROVIDING THE FOLLOWING IS CARRIED OUT.

THE ABOVE ARRANGEMENT WILL BE ACCEPTED BY THE SUPPLY6.

1, 2, 3 ETC. ON THE STREET LIGHTING DRAWING.

CIRCUIT BREAKER. THE STREET LIGHTING CIRCUITS ARE DESIGNATED

EACH STREET LIGHTING CIRCUIT IS TO BE PROTECTED BY A SEPARATE5.

LIGHTING LOAD UP TO 28.5kW - SIZE 2.

- SIZE 1,

LIGHTING LOAD UP TO 11.5kW - SIZE 0, LIGHTING LOAD UP TO 17kW -

CUTLER HAMMER CONTACTOR SIZE:4.

SUPPLY SWITCHBOARD.

AFFIXED ADJACENT TO IT INDICATING THE COIL IS FED FROM ANOTHER

WHEN A REMOTELY OPERATED RELAY IS FITTED A SIGN IS TO BE3.

SUBCIRCUITS HAVING A RATED CURRENT NOT EXCEEDING 20 AMPS.

SEE AS/NZS 3000 FOR RCD PROTECTION REQUIREMENTS FOR FINAL

IS NOT REQUIRED WHEN 25 AMP CIRCUIT BREAKERS ARE USED.

FINAL SUBCIRCUIT C.B. IS 25 AMP TYPE B. CURRENTLY RCD PROTECTION

PARTICULAR INSTALLATION. THE MINIMUM SIZE ALLOWABLE FOR THE

THE NUMBER OF FINAL SUBCIRCUIT C.B's WILL VARY TO SUIT THE2.

THE SIZE OF THE MAIN C.B. IS TO SUIT THE PARTICULAR INSTALLATION.1.

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005920

R0600-01 -

ProjectWiseQRCodeLayer



A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1


AND TECHNOLOGY

FOUL RECEPTABLE COVER

AND WITHOUT PROJECTIONS TO

PLUG CONTOUR TO BE SMOOTH

MOULDED 3 PIN 10 AMP PLUG

VIEWED WHEN LOOKING AT THE PINS

AND SHEATHED FLEX

1mm² 3 CORE PVC INSULATED

PIN CONNECTORS CAT No. H2276 OR EQUIV.

UTILUX PRE INSULATED CRIMP TYPE

YELLOW CORE

CAT No. H2001S OR EQUIV. FITTED TO GREEN &

UTILUX PRE INSULATED CRIMP TYPE CABLE LUG

1500

150

PLUG CONNECTIONS

BLUE

YELLOW

GREEN &

BROWN

ON THE FLEX AT ANY ANGLE UP TO 30° FROM AXIS OF PINS.

PLUG WILL BE WITHDRAWN FROM RECEPTACLE BY SUDDEN TENSION1.

NOTES

1

STREET LIGHTING POLES PLUG AND FLEX ASSEMBLY

ISSUED

SFR


20.01.17

/DS2014_005921

R0600-02 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

1

CONCRETE PLINTH ASSEMBLY FOR FREEWAYLIGHTING COLUMNS

150

SEE SEPARATE DRAWING

FOUNDATION ANCHOR BOLTS

CCPLAS2L (LID)

CCPLAS2 (PIT)

DULMISON CAT No.s

IMPRESSED IN THE LID.

WITH 'ELECTRICITY'

PLASTIC CABLE PIT

TYPE P2 VIPIT

AND BEND

'A' PVC CONDUIT

40mm CATEGORY

(TO ALLOW PIT TO DRAIN)

RUBBLE DRAIN OR DRAIN

20mm DIA. PVC CONDUIT TO

(APPROXIMATE LOCATION)

SANDBAG FILLED WITH GRAVEL

CONCRETE

20MPa

DRAWING

SEE SEPARATE

FOR DETAILS

KERB SIDE EDGE

PLAN

890100

150

==

900

1200

==

=

==

==

SECTION

NOT TO SCALE --

1

2

2

2

2

1

--

1

--

150

1000 MINIMUM IN SOUND ROCK

1500 MINIMUM IN EARTH

LEVEL WITH FINISH LEVEL OF PLINTH.

FOR SLIP BASE COLUMN THE PIT IS TO SIT HIGHER SO THAT IT FINISHES2.

LOCATED IN A LOWER LOCATION TO ALLOW PIT TO DRAIN.

IF IT IS THE LAST PIT ON A DOWN HILL RUN, THE DRAIN SHALL BE1.

NOTES

2

1

ISSUED

SFR


20.01.17

/DS2014_005922

R0600-03 1

27/06/17 SFRCorrection of typographical error (Sheet 1)




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


2

CONCRETE PLINTH ASSEMBLY FOR FREEWAYLIGHTING COLUMNS

JOINTING PIT

VIPIT P2 CABLE

GROUND LEVEL

FOR SLIPBASE COLUMN

FINISHED GROUND LEVEL

500m

m MINIM

UMPROTRUDING INSIDE CABLE PIT

50mm OF 80mm CONDUIT

WITH HOLE SAW

98mm HOLE CUT IN PIT

80mm PVC 45° BEND

(APPROXIMATE LOCATION)

SANDBAG FILLED WITH GRAVEL

(TO ALLOW PIT TO DRAIN)

RUBBLE DRAIN OR DRAIN

20mm DIA. PVC CONDUIT TO

20MPa CONCRETE

SECTION

NOT TO SCALE 1

2

2

1

ISSUED

SFR


20.01.17

/DS2014_005922

1

R0600-03 1

27/06/17 SFRCorrection of typographical error (Sheet 1)



A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1


AND TECHNOLOGY

STREET LIGHTING SUPPLY SWITCHBOARDCONCRETE PLINTH

150

50

NS

1000 MIN

SECTION

NOT TO SCALE --

1

300

75 MIN

COPPER EARTH ROD.

Ø20mm HAND DRIVEN

REQUIRED FOR OUTGOING CIRCUITS.

MORE THAN ONE CONDUIT MAY BE

CONDITIONS. ON SOME INSTALLATIONS

ORIENTATION OF CONDUITS TO SUIT SITE

DUTY UPVC INLET AND OUTLET CONDUITS.

Ø80mm CATEGORY 'A' ORANGE HEAVY

NUTS AND WASHERS.

M12 THREADED 55mm WITH TWO GALVANISED

Ø12mm 250mm LONG GALVANISED MS BOLTS

700600700

472

PLAN OF PLINTH FOR CONTROL CABINET

COPPER EARTH ROD.

Ø20mm HAND DRIVEN

524

1

--

1

--

CABINET IN PLACE

SIDE ELEVATION WITH CONTROL

CONTROL CABINET

NS

DRAWING

SEE SEPARATE

FOR DETAILS

CONCRETE 20MPa MINIMUM.1.

NOTES

1

ISSUED

SFR


20.01.17

/DS2014_005923

R0600-04 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1


AND TECHNOLOGY

STREET LIGHTING CONTROL AND SWITCHBOARDCABINET

BAKELITE SWITCHBOARD

ELECTRICITY AUTHORITY PANEL.)

(COUNCIL SIDE TO BE STANDARD

ELEVATION

SIDE PANELS - DETAILSHINGE SUPPORT BRACKET NOT SHOWN

DETAIL

SCALE 1 : 2

B

--

FILLER PIECE

FIT AND WELD

100 × 100 × 6

Top Gusset

10mm HIGH

DIAGONAL CREASES

M6 × 16

SCREW PAN HD.

M.S. ZINC PLATED

3

12

41

40°

DRAWING

SEE SEPARATE

PLINTH DETAILS

Ø5 SOLID AL. RIVETS

SIDE ON ASSEMBLY WITH

RIVET BASE FRAME TO

15

1220

3

200196214

628

B

--

122

738

1342

COVER

ASSEMBLY WITH TOP

RIVET FIRST HOLE ON

ON OUTSIDE

RIVET. FINISH FLUSH

Ø3 SOLID CSK AL.

ATTACH CATCH PLATE

ANGLE

25 × 25 × 3mm

18

64

100

HINGE PLATE(SEE NOTE 6) CATCH PLATE

(SEE NOTE 6)

SECTION

NOT TO SCALE --

1

200

565

565

80

25

40°24°

28

338

33

3

1217

10

25

10mm THICK

660

8

76

76

600 MINIM

UM

FIT M5 x 20 LONG CSK HEAD SCREW AND NUT.

100 CENTRES. COUNTERSINK HINGE AND

DRILL Ø5 HOLES THROUGH AT APPROX.

BAKELITE PANEL

32

3

95

7015

2245

110

94

70

50

6

20 55

DETAIL

SCALE 1 : 2

C

--

DRILL Ø8

DRILL 5 HOLES Ø6

DRILL 4 HOLES Ø3.3

EQUIPMENT

ELECTRICAL

TO HOLD ALL

SUFFICIENT

LENGTH TO BE

POSITION SHOWN

REVERSE BOLT TO

GUSSET

6 PLATE

668 DOOR CLOSED

SEE NOTE 1

3mm

4 HOLES Ø14

472

80

524

680

INSIDE DIMENSIONS

TOP COVER 628 × 678

SECTION

DOOR HEAD

100 × 150 × 6

GUSSET

BOTTOM

ELECTRICITY AUTHORITY PANEL)

(COUNCIL SIDE TO BE STANDARD

27

50 × 50 × 6 ANGLE

BASE FRAME

INSTALLATION)

(LOCATED TO SUIT ELECTRICAL

CABLE SUPPORTS 25 × 25 × 3 ANGLE

TO SIDE PANELS

WELD CATCH PLATE

DETAIL

SCALE 1 : 2

?

--

1

--

1

--AND WASHERS.

SCREWS, NUTS

WITH 4x5mm

FIX PERSPEX

SILASTIC.

OF CABINET. SEAL WITH

100mm SQUARE ON INSIDE

5mm CLEAR PERSPEX

1360

DETAILS OF WINDOW FOR PHOTO CELL

OPEN

DOOR

FRONT

(TYPE HI LARGE 6mm PIN)

BRASS Cr. Pl. PINTLE HINGE

150

2

--

2

--

550

1320

TO SUIT SITE CONDITIONS

TO BE LOCATED ON EITHER SIDE

SECTION

NOT TO SCALE --

2

SIDE ELEVATION (BACK DOOR OPPOSITE HAND)

645

20

==

CSK SCREW.

M.S. ZINC PLATED

NIGHT LATCH

LOCKWOOD No.100

C

--

SEE DETAIL

LOCK ASSEMBLY

HOUSING.

THEY ARE TO BE BOUND TOGETHER AND SECURELY FIXED WITHIN EACH

ALUMINIUM SHEET, ARE TO BE SUPPLIED WITH EACH HOUSING.

TWO CATCH PLATES AND ONE HINGE PLATE MADE FROM THE 3mm6.

'DULUX' AVOCADO.

COATS OF FIRST QUALITY SPRAY ENAMEL, COLOUR OLIVE GREEN,

INSIDE OF DOORS SHALL BE ETCH PRIMED AND GIVEN TWO FINISHING

ALL CUBICLE EXTERIOR SURFACES, INTERIOR SURFACES AND THE5.

WELDED.

GUSSETS, BASE FRAME AND DOOR HEAD SECTION TO BE FILLET4.

ALL EXTERNAL RIVETS TO BE FLUSH WITH OUTSIDE OF CABINET.3.

ALL EDGES SHALL BE SMOOTHED.2.

ALL MATERIAL IS TO BE ALUMINIUM UNLESS OTHERWISE SPECIFIED.

6063 ALLOY H34 TEMPER TO AS 1866.

ALUMINIUM ANGLES, SIZES AS INDICATED.

ALL SHEET 3mm ALUMINIUM 5005 ALLOY H34 TEMPER TO AS 1734.

MATERIAL:1.

NOTES

2

DOOR HEAD ON ASSEMBLY

CHANNEL TO BE DOCKED TO FIT

ISSUED

SFR


20.01.17

/DS2014_005924

R0600-05 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


2


AND TECHNOLOGY

STREET LIGHTING CONTROL AND SWITCHBOARDCABINET (DETAILS OF CATCH PLATES)

SIDE WALL

HOUSING

(EXISTING)

BRACKET

SUPPORT

25 × 25

(DOOR NOT SHOWN)

OF HOUSING

FRONT FACE

(RIGHT SIDE)

CATCH PLATE

(LEFT SIDE)

CATCH PLATE

SPRING WASHERS

WASHERS AND

SCREWS, NUTS

4 × M4

HINGE PLATE

SELECTED.

TO SUIT HINGES

SPRING WASHERS

WASHERS AND

SCREWS, NUTS

(EXISTING)

HINGE SUPPORT

SCREWS

2 × M6

(SEE NOTE 6)

COUNCIL METER BOARD

METER BOARD ASSEMBLED(FRONT VIEW)

SPRING WASHERS

WASHERS AND

SCREWS, NUTS

4 × M4

HINGE PLATE ASSEMBLY

CATCH PLATE ASSEMBLIES

LEFT SIDE RIGHT SIDE

GATE HINGE

DETACHABLE

HINGE PLATE

HINGE

BALL BEARING

HEAVY DUTY

HOLES IN PANEL

TO LINE UP WITH

DRILL THESE HOLES

POSITION AND

SCREWS

TO SUIT M4

HOLE SIZE

SCREWS

TO SUIT M4

HOLE SIZE

ROOT NUTS

2 × M6

MOUNT THE METER BOARD IN APPROX POSITION AS SHOWN IN SHEET 1.6.

HOLES IN THE PANEL OR IN THE APPROXIMATE POSITIONS SHOWN.

POSITION THE HOLES FOR THE ROOT NUTS TO SUIT ANY PRE-EXISTING5.

CHOSEN.

DRILL THE HOLES FOR THE HINGE SCREWS TO SUIT THE HINGES4.

LOCATE THE HINGES IN THE APPROXIMATE POSITIONS SHOWN.3.

STEEL.

HINGE, SCREW, NUT & WASHER MATERIAL TO BE NON CORROSIVE2.

HINGES TO BE CAPABLE OF SUPPORTING AT LEAST 20 KILOGRAMS.1.

NOTES

2

ISSUED

SFR


20.01.17

/DS2014_005924

R0600-05 -



A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1


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


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


20.01.17

/DS2014_005925

R0600-06 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


2


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


UNDERGROUND CONDUIT

40mm DIA PVC


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


UNDERGROUND CONDUIT

40mm DIA PVC

DETAIL

NOT TO SCALE

B

--

ASSEMBLY DETAILS SLIP BASE COLUMN


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.


GALVANISED HEXAGON NUTS


GALVANISED WASHERS

TOP OF ADAPTOR PLATE

ROADWAY

PLAN OF LIGHT COLUMN LOCATION(PIT NEXT TO FOOTING)


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


20.01.17

/DS2014_005925

R0600-06 -



A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1


AND TECHNOLOGY

CONDUIT AND CABLE PIT ARRANGEMENT ATROAD CROSSINGS

FINISHED SURFACE LEVEL

CARRIAGEWAY

SH

OU

LD

ER

ED

GE O

F

SH

OU

LD

ER

ED

GE O

F

ALONG CONDUIT CROSSING OF FREEWAY

TYPICAL CROSS SECTION

DEPRESSED MEDIAN

FREEWAY

FREEWAY

CARRIAGEWAY

CARRIAGEWAY

TYPICAL PLAN

LIGHT COLUMN

LIGHT COLUMN

TYPE P4 CABLE PIT

LIGHT COLUMN

CARRIAGEWAYMEDIANCARRIAGEWAY

500mm MINIMUM

�80mm CONDUIT

PAVEMENT

SUBGRADE LEVEL

FS MEDIAN DRAIN

SUBGRADE LEVEL

PAVEMENTA

--

DETAIL

NOT TO SCALE

A

--

RIGID UPVC CONDUIT

ORANGE HEAVY DUTY

�80mm CATEGORY "A"

�80mm CONDUIT

SCREENED AGGREGATE 150mm THICK.

BED OF 5mm NOMINAL SIZE

TYPE P4 CABLE PIT

FILL BATTER

0.6mFROM EDGE OF BREAKDOWN STRIP

1

ISSUED

SFR


20.01.17

/DS2014_005926

R0600-07 -




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1

STREET LIGHTING COLUMN FOUNDATION ANCHORBOLTS FABRICATION DETAILS

B

Ø60.3 × 3.6 WALL THICK × 135 LONG CHSTHREAD 'C'

1

--

THREAD LENGTH 125mm

Ø12 MS ROD

21

135

200

610

221

990

1

--

VIEW

--

1

NOT TO SCALE

MS RODS 8 REQ'D

TIEBARS Ø12

50R

100

==

Ø12 MS ROD

(NOT TO SCALE)PCD 'B'

==

370

287

650

25R

NOTES

350

350

PCD 'B' (mm) THREAD 'C' x THREAD PITCH

HEIGHT (metres)

LIGHTING COLUMN

M24 × 3.0

M30 × 3.5

9, 10.5 AND 12

13.5 AND 15

FOR NEW FOOTINGS, USE THE FOLLOWING TABLE

330

350

PCD 'B' (mm) THREAD 'C' x THREAD PITCH

M24 × 3.0

M24 × 3.0

500 M24 × 3.0

650 M30 × 3.5

800 M30 × 3.5

AUSTRALIAN STANDARDS.

ALL ITEMS AND MANUFACTURING METHODS TO BE DONE TO THE LATEST6.

FOR NEW LIGHTING CONFIGURATIONS.BE USED

ARE NOT TOTHESE ANCHOR BOLT CONFIGURATIONS EXCEPT THE 350

CONFIGURATION.

INSTALLED USING FOUNDATION ANCHOR BOLTS WITH THE FOLLOWING

FOR INFORMATION PURPOSES ONLY. EXISTING POSTS MAY HAVE BEEN5.

DULMISON CAT Nos CCPLAS2 (PIT) CCPLAS2L (LID).

THIS ASSEMBLY IS SUITABLE FOR TYPE P2 VIPIT PLASTIC CABLE PITS4.

THREADS.

FABRICATION. ALL OBSTRUCTIVE GALVANISING TO BE REMOVED FROM

ANCHOR BOLT ASSEMBLY TO BE HOT-DIPPED GALVANISED AFTER3.

ALL JOINTS TO BE 5mm FILLET WELD AND ARE TO BE FULLY WELDED.2.

FOR CONCRETE PLINTH ASSEMBLY REFER TO SEPARATE DRAWING.1.

1

1

ISSUED

SFR


20.01.17

/DS2014_005927

R0600-08 1

SFRPit dimensions amended24/11/17




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


1

GENERAL ARRANGEMENT

ITEM SHEET DESCRIPTION QTY MATL REMARKS

1 1

M.S.2 1RECEPTACLE BASE GALV

3 3

4 4N.D.

5 4N.D.

2

N.D. SET SCREW-HEX.HD. M8x16LG M.S. GALV

SCREW-METALTHD.CSK.HD SLOTTED

NUT, HEX,

PlasticN.D.

" B.S.W.163

STREET LIGHTING COLUMN FABRICATED DISCONNECTPLUG RECEPTACLE G.A. AND DETAILS 2

1

ISSUED

SFR


20.01.17

/DS2014_005928

R0600-09 1

WEATHER PROOF BASE CLIPSAL CLIPSAL 56SO310

" B.S.W. × 1" LG163

Zn.Pl.

M.S.

Zn.Pl.

M.S.

SFRPower Socket Model Changed24/11/17

1

4

5

2

3




A3


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



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


2

REMOVE ALL BURRS & SHARP EDGES AFTER FABRICATION.1.

STREET LIGHTING COLUMN FABRICATED DISCONNECTPLUG RECEPTACLE G.A. AND DETAILS 2

1

ISSUED

SFR


20.01.17

/DS2014_005928

R0600-09 1

NOTES

SFRAssembly Size Changed24/11/17

WELD M8 NUTS CENTRAL

5 P

L

25

90

40 DIA HOLE

DRILL 4 HOLES 5.5mm DIA

65mm DIA N.B. PIPE x 4.5 WALL

45

74

27.5

13

1 REQ'D M.S.GALV

ITEM 2 RECEPTACLE BASE

100

50

50

100

DRILL 3 HOLES Ø9, EQUI-SPACED

Date post:	30-Aug-2019
Category:	Documents
Upload:	others
View:	3 times
Download:	0 times

M G DRAWING TO : IN [email protected] ... · moulded 3 pin 10 amp plug viewed when...

Documents