M G DRAWING TO : IN [email protected] ... · moulded 3 pin 10 amp plug viewed when...
Transcript of 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
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
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005921
R0600-02 -
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
[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.........................................
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005922
R0600-03 1
27/06/17 SFRCorrection of typographical error (Sheet 1)
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
[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.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005922
1
R0600-03 1
27/06/17 SFRCorrection of typographical error (Sheet 1)
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 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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005923
R0600-04 -
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
[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 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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005924
R0600-05 -
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
[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
2
ENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005924
R0600-05 -
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
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
[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
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 -
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
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005926
R0600-07 -
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
[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.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005927
R0600-08 1
SFRPit dimensions amended24/11/17
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
[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.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
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
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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
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
[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.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
2
REMOVE ALL BURRS & SHARP EDGES AFTER FABRICATION.1.
STREET LIGHTING COLUMN FABRICATED DISCONNECTPLUG RECEPTACLE G.A. AND DETAILS 2
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
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