prestressed concrete posts - roads and … · standard drawing no. rev date amendment / revision...
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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 :
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STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
GROUND GROUND GROUND
1200
GROUND
1800
GROUND
PRESTRESSED CONCRETE POSTS
640 EARTH OR ROCK
GROUND GROUND
1200
GROUND GROUND
1200
GROUND
1200
SEE NOTE 8 SEE NOTE 8
( FOR SPLIT HARDWOOD INTERMEDIATE POSTS REFER TO NOTE 12)
(TYPE PRS POST)
STRAINER POST
CONCRETE (PREST'D)
150 X 100
600 IN ROCK
900 IN EARTH
(TYPE PRI POST)
INTERMEDIATE POST
CONCRETE (PREST'D)
100 X 60
450 IN ROCK
600 IN EARTH
(TYPE PRS POST)
STRAINER POST
CONCRETE (PREST'D)
150 X 100
(TYPE PRI POST)
INTERMEDIATE POST
CONCRETE (PREST'D)
100 X 60
600 IN ROCK
900 IN EARTH
1800 HIGH PRESTRESSED CONCRETE POSTS
(TYPE TTS POST)
STRAINER POST
SOFTWOOD
Ø 250 NOM.
(TYPE TTI POST)
INTERMEDIATE POST
SOFTWOOD
Ø 125 NOM.
600 IN ROCK
900 IN EARTH
SOFTWOOD POSTS
450 IN ROCK
600 IN EARTH
(TYPE SP POST)
1650 LONG
STEEL POST
(TYPE SP POST)
2400 LONG
STEEL POST
OR ROCK
450 EARTH
OR ROCK
600 EARTH
STAR PICKET STEEL POSTS
600 IN ROCK
900 IN EARTH
HARDWOOD POSTS GALVANIZED STEEL POSTS
(TYPE HTS POST)
STRAINER POST
HARDWOOD
Ø 250 NOM.
(TYPE HTI POST)
INTERMEDIATE POST
HARDWOOD
150 X 100
450 IN ROCK
600 IN EARTH
(TYPE GSS POST)
STRAINER POST
Ø 150 STEEL
600 IN ROCK
900 IN EARTH
(TYPE GSI POST)
INTERMEDIATE POST
Ø 100
450 IN ROCK
600 IN EARTH
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
RURAL ROAD BOUNDARY FENCINGTYPICAL POST DETAILS
NOTES
TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES17.
STAR PICKET POSTS AS LINE POSTS - (SP )(V)
HARDWOOD POSTS - (HTS / HTI)(IV)
SOFTWOOD POSTS - (TTS / TTI )(III)
GALVANIZED STEEL POSTS - (GSS / GSI )(II)
PRESTRESSED CONCRETE POSTS - (PRS / PRI )(I)
TYPICAL POST TERMINOLOGY:16.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE15.
1 TONNE.
MINIMUM MASS OF 320 STAR PICKETS, 1650 IN LENGTH, IS TO BE
STAR PICKET STEEL POSTS TO BE GALVANISED.14.
DIAMETER AT THE SMALL END OF 140.
CYPRESS PINE POSTS SHALL BE ROUND AND HAVE A MINIMUM13.
CROSS SECTIONAL AREA SHALL NOT BE LESS THAN 18 000 mm².
OUTSIDE DIMENSION LESS THAN 65 mm.
NO AVERAGE CROSS SECTIONAL DIMENSION LESS THAN 100 mm AND NO
SPLIT HARDWOOD INTERMEDIATE POSTS SHALL BE FOUR SIDED WITH12.
SAWN HARDWOOD INTERMEDIATE POSTS SHALL BE 150 X 100.11.
FOR EARTH.
LENGTH, OTHERWISE THE DEPTH OF SINKING MUST BE THE SAME AS
THESE POSTS ARE MANUFACTURED AND SUPPLIED TO THE CORRECT
TIMBER OR STEEL POSTS WILL ONLY BE PERMITTED IN CASES WHERE
DEPTHS SHOWN FOR ROCK FOOTINGS FOR CONCRETE, TREATED10.
DIMENSIONS SHOWN BELOW GROUND ARE MINIMUM DEPTHS.9.
CAP FITTED TO THE TOP OF EACH TUBULAR POST.
RICH PRIMER PRIOR TO THEIR INSTALLATION AND A GALVANIZE STEEL
ANY CUT STEEL SURFACES SHALL BE PAINTED WITH AN APPROVED ZINC8.
BRACES ARE TO BE CUT TO SUIT BY CONTRACTOR.7.
SPECIFICATION - R201
FOR METHOD OF ERECTING POSTS IN EARTH OR ROCK SEE6.
WHERE ONLY 1 DIRECTION IS SUITABLE.
DIRECTIONS FOR ALL CASES, EXCEPT FOR ENDS OF FENCES AND GATES
STRAINER POST MUST BE BRACED AGAINST AN INTERMEDIATE POST IN 25.
OF CATTLE).
FENCE LINE WHICH MUST NOT EXCEED 120 m (90 m FOR RETENTION
GATES AND OTHER INTERMEDIATE POINTS ALONG A STRAIGHT(V)
INTERSECTIONS WITH OTHER FENCING(IV)
ABRUPT CHANGES IN GRADE(III)
ANGLES IN FENCING(II)
ENDS OF FENCING(I)
STRAINER POSTS MUST BE USED AT :-4.
SPECIFICATION - R201.
FENCES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE3.
FOR DETAILS OF PANEL AND FENCE TYPES SEE DS2014_0059872.
FENCE TYPE.
DRILLING OF POSTS SHALL BE TO SUIT SPACING OF WIRES FOR EACH1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005986
R0800-01 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
450
450
155
200
240
150
150
135
130
130
200
350
360
120
100
100
NETTING BURIED)
220 (WHERE
40
40
40
GROUNDGROUND GROUND 60 NOM
FABRIC
FIELD FENCING
PREFABRICATED
GROUND
315
280
300
265
40
6M
255
200
GROUND
40
255
255
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
SP POST**Ø 2.5 BARBED WIRE LT
3 m
Ø 4 GALVANIZED WIRE
WIRE FENCE
MESH 1050 WIDE
NETTING Ø 1.4 X 38
GALVANIZED WIRE
**SP POST
Ø 1.6 BARBED WIRE HT
3 m
RABBIT PROOF FENCE
SHALL BE ATTACHED BY WIRES
Ø 2.5 HT TO WHICH WIRE NETTING
3 GALVANIZED STEEL WIRES
SP POST**Ø 2.5 BARBED WIRE LT
3 m
Ø 4 GALVANIZED WIRE
CATTLE PROOF FENCE
(PREFABRICATED FIELD FENCING FABRIC)
SP POST
Ø 1.6 BARBED WIRE HT
**
FENCE PANEL
ALTERNATIVE STOCKPROOF
SP POST, WHERE PERMITTED, OTHERWISE USE PRI, GSI, TTI OR HTI**
3 m
SP POST**
AND WIRE FENCE
TEMPORARY STAR PICKET
Ø 4 GALVANIZED WIRE
ATTACHED ONCE WIRES RUN OUT AND STRAINED
GALVANIZED STEEL DROPPERS 1160 X 98 @ 2000 SPACING -
SP POST**
Ø 2.5 BARBED WIRE LT
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
RURAL ROAD BOUNDARY FENCINGTYPICAL FENCE PANEL DETAILS
NOTES
PRIOR TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES7.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH6.
FOR FASTENING WIRE DETAIL REFER TO DS2014/0059895.
FOR GATE FITTING DETAIL REFER TO DS2014/0059884.
FOR POST TYPE DETAIL REFER TO DS2014/0059863.
SPECIFICATION.
FOR METHOD OF ERECTING POSTS IN EARTH OR ROCK SEE2.
120 METRES - 90 METRES FOR CATTLE PROOF FENCES.
FENCE IS TO BE STRAINED AT INTERVALS NOT EXCEEDING1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005987
R0800-02 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
JOINT IN WIRES
ROAD RESERVE
PRIVATE PROPERTY
40
STRAINER POST
FASTENING OF WIRES AT
GROUND
3500
1200
900
1200
900
35004.3 PLATE
370
370
370
85
45
22
14
6 GUSSET 370
370
GROUND
GROUND
PORTIONS OF ADJACENT POSTS.
TWISTED AND CONNECTED TO LOWER
BY 2 X 4 DIA. GALVANISED WIRES
INTERMEDIATE POSTS TO BE STAYED
OS SP POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
BLOCK
20 MPA CONCRETE
500 X 500
3 m3 m 3 m 3 m3 m 3 m
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
GALVANIZED PIPE
BRACE TO BE 50 DN
REFER TO SPECIFICATION.
FOR VARIATION OF DEPTH
REFER TO SPECIFICATION.
ADJACENT TO STRAIN POSTS,
FOR BACKFILLING OF POSTHOLES
AGAINST POST.
BRACE MADE HARD
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
TYPICAL STRAINER POST DETAIL
POST 12 m CENTRE TO CENTRE
GALVANIZED PIPE.
BRACE TO BE 50 DN
THREADED CONNECTING ROD
Ø 12.0 GALVANISED
ANGLE
75X75X10
HD GALVANIZED
5 BASE PLATE
Ø 17
REFER TO SPECIFICATION.
ADJACENT TO STRAIN POSTS,
FOR BACKFILLING OF POSTHOLES
BLOCK
20 MPa CONCRETE
500 X 500
TRIANGULATED POST ASSEMBLY
STEEL POST STRAINER TREATMENT
TIE WIRE
GALVANIZED
Ø 2.0
Ø 12 HOLE
FASTENING OF BARBED WIRES TO STAR PICKETS
GALVANIZED PIPE.
BRACE TO BE 50 DN
REFER TO SPECIFICATION.
ADJACENT TO STRAIN POSTS,
FOR BACKFILLING OF POSTHOLES
ALTERNATIVE STRAINER POST TREATMENT - STAY PLATE DETAIL
AGAINST STAY PLATE
BRACE MADE HARD
STAY PLATE
TO PRESTRESSED CONCRETE POSTS
FASTENING OF BARBED WIRES
TIE WIRE
Ø 2.0 GALVANIZED
10 mm GROOVE
TIE WIRE
Ø 2.0 GALVANIZED
AND THE BARBS REMOVED
END TO BE UNSTRANDED
10 mm GROOVE
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
RURAL ROAD BOUNDARY FENCING TYPICAL STRAINER
PANEL DETAIL AND BARBED WIRE FASTENING DETAIL
NOTES
STAR PICKET POSTS AS LINE POSTS - (SP )(V)
HARDWOOD POSTS - (HTS / HTI)(IV)
SOFTWOOD POSTS - (TTS / TTI )(III)
GALVANIZED STEEL POSTS - (GSS / GSI )(II)
PRESTRESSED CONCRETE POSTS - (PRS / PRI )(I)
TYPICAL STRAINER PANEL DETAIL FOR :
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005988
R0800-03 -
ProjectWiseQRCodeLayer
45
UPPER SUPPORT BRACKET LOWER SUPPORT BRACKET LOCKING BRACKET
LOWER HINGE DETAIL
STRAP HINGE DETAIL
SUPPORT BRACKETS
50
GROUND
BRACKET
LOCKING
DISTANCE TO SUIT GATE
SUPPORT BRACKETS
DISTANCE TO SUIT GATE
BRACKET
LOCKING
GROUND
25
30
150
150
35
TO SUIT GATE PIPE
M.S. STRAP BENT
4 GALVANISED
R. 17.5
17.5
75
ANGLE BRACKET
76 X 51 X 5
R. 17.5
35
17.5
50
DIAMETOR TO SUIT PIPE
TO ANGLE BRACKET.
LOWER HINGE WELDED
25 40
30 25
40
CHAIN 500 - 550 LONG
CHAIN WELDED
ONTO COLLAR
100
135
20
135
100
5045
135
100
35
20
20
WELDED ONTO COLLAR
35
MODIFY TO SUIT ACTUAL POST SIZE
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST FENCE GATE 3600 WIDE FENCE GATE 3600 WIDE
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST
40
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST
HINGE ASSEMBLY - (125 POST) HINGE CLAMP - (125 POST)
106
R70
250
67
4
130
FENCE NETTING.
NETTING TO MATCH
Ø 10 HOLE
Ø 10 HOLE
Ø 10 HOLE
Ø 25
Ø 15
ONTO COLLAR
BOLTS WELDED
WELDED ONTO COLLAR
Ø 30 mm ROUND HEAD
GATE FITTINGS FOR PRESTRESSED CONCRETE POSTS
WITH NUT & WASHER.
GALVANISED BOLT,
Ø 10 X 50
Ø 25
USED FOR TIMBER POSTS
COACH SCREW TO BE
Ø 10 X 100
GATE FITTINGS FOR TIMBER POSTS
GATE FITTINGS FOR GALVANIZED STEEL POSTS
Ø 20
AND BELOW GATE = 25 mm
MAX GAP EACH SIDE
GATE PANEL DETAILS
TYPICAL RABBIT PROOF TIMBER ROUND POSTS
TYPICAL GATE PANEL DETAILS
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
RURAL ROAD BOUNDARY FENCING GATEPANEL AND GATE FITTING DETAILS
NOTES
CHAIN TO BE GALVANISED.5.
SPECIFICATION.
PROPRIETARY ITEMS MANUFACTURED IN ACCORDANCE WITH THE
ALL BRACKETS FOR STEEL AND TREATED TIMBER MUST BE4.
SHOWN.
ALL BOLTS AND NUTS TO BE ZINC PLATED 8 X 40 UNLESS OTHERWISE3.
BRACKET TO BE MADE OF STEEL PLATE, 3 (MIN.) THICKNESS.2.
FABRICATION IS COMPLETE.
ALL STEEL FITTINGS ARE TO BE HOT DIPPED GALVANIZED AFTER ALL1.
STAR PICKET POSTS AS LINE POSTS - (SP )(V)
HARDWOOD POSTS - (HTS / HTI)(IV)
SOFTWOOD POSTS - (TTS / TTI )(III)
GALVANIZED STEEL POSTS - (GSS / GSI )(II)
PRESTRESSED CONCRETE POSTS - (PRS / PRI )(I)
TYPICAL POST TERMINOLOGY :
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005989
R0800-04 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
WIRE NETTING.
450 IN ROCK
600 IN EARTH600 IN ROCK
900 IN EARTH
FOR NETTING IN GROUND
DETAILS BURY MESH TO
A DEPTH OF 205.
THIS IS IN ADDITION TO
THE ABOVE GROUND WIDTH
DIR
EC
TIO
N
OF F
LO
W
SET IN CONCRETE.
OF 830
SP POST
GALVANIZED FITTINGS
TURNBUCKLE AND
GALVANIZED FITTINGS
ANCHOR AND CLAMPED WITH
WIRE ROPE LOOPED AROUND
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST
OR HTS POST
OR TTS POST
OR GSS POST
TYPE PRS POST
OR HTI POST
OR TTI POST
OR GSI POST
TYPE PRI POST
900/50/1.6 WITH 100MM LAPS
GALVANIZED WIRE NETTING TYPE
GALVANISED WIRE TIED TO
DIRECTION
OF FLOW
1000 OVERLAP
350
100
100
1050/40/1.4 WITH 80MM LAPS
GALVANIZED CHAIN WIRE NETTING TYPE
BURIED)
(WHEN NETTING
220
BURIED IN CONCRETE
AROUND POST AND
ANCHOR "A" POSITIONED
SEE NOTE 1
BY TIE WIRES
ATTACHED TO NETTING
3 X Ø 4.0 STEEL WIRES
ELEVATION
WIRE ROPE.
Ø 9.0 GALVANIZED
ROPE AT 2 METRE SPACING
BARBED STRAND TIED TO WIRE
-
1
-
1
THROUGH POST
WIRE ROPE THREADED
WIRE ROPE
Ø 9.0 GALVANIZED
WIRE ROPE
Ø 9.0 GALVANIZED
AGAINST POST
BRACE TO BE MADE HARD
PIPE OR TREATED TIMBER BRACE
BRACE TO BE 50 DN GALVANIZED
CONCRETE FOOTING
20 MPa
500 X 500
ROPE CONNECTION
DETAIL OF WIRE
GALVANIZED BAR
Ø 9.5
DETAIL OF ANCHOR "A"
** 125
**THIS DIMENSION IS 175
FOR TTI OR HTI POSTS
PLAN
TO TIMBER BALLAST.
PLAIN WIRE STAPLED
GALVANIZED PIPE
DIRECTIONS WITH 50 DN
BRACED IN THREE
STRAINER POSTS TO BE
GALVANIZED PIPE
50 DN
SECTION
NOT TO SCALE --
1
STAPLED TO WIRE NETTING
Ø 150 TIMBER BALLAST
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
RURAL ROAD BOUNDARY FENCING POST AND FENCINGDETAIL AT LARGE CREEK CROSSINGS
NOTES
PRIOR TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES2.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE1
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005990
R0800-05 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1200
600
LINE
25
175
NATURAL
GROUND
25
175
40
120
160
110
7040
TWISTED TAUT
2 STRANDS 4 DIA. WIRE
2450
HT1 POST
900
3 HINGES AS DETAILED
SECTION THROUGH RAIL AT HINGES
25
30MM
CLEARANCE
GROOVE
MINIMUM
HARDWOOD RAIL
150 X 100
75 X 25
25
25
RURAL ROAD BOUNDARY FENCE
HTI SPACER
TO SPACER
75 X 25 NAILED
HARDWOOD SPACER
125 X 75
HINGED FRAME
75 X 25 FILLER PIECE
75 X 25 VERTICAL
DIRECTION OF FLOW
THREAD
M12 THREAD
M12
HARDWOOD PLANK
150 X 50
BEHIND VERTICALS.
75 X 25 HARDWOOD FILLERS
125 X 75 HARDWOOD SPACER
SP POST 600
SP POST
TIMBER (TTI) /(HTI) POSTS
STEEL (GSI) OR
CONCRETE (PRI ) OR
-
2
-
2
-
2
-
2
-
1
-
1
AT LEAST 220 BELOW GROUND
150 X 50 HARDWOOD PLANKS
ELEVATION
SECTION
NOT TO SCALE --
2
Ø 20
Ø 20
EACH JOINT 3 VERTICAL TIMBERS REQUIRED.
WITH TWO M6 BOLTS, 60 LONG AT
LAPPED JOINTS AT CORNERS SECURED
75 X 25 HARDWOOD FRAME WITH
AT 100 C / C
OF TIMBERS WITH GALVANISED CLOUTS
GALVANIZED SHEET SECURED TO INSIDE
FRAME COVERED WITH 1.0 THICKNESS
SECTION
NOT TO SCALE --
1
HINGE DETAILS
CONCAVE CHANGE IN GRADE SITES
TREATMENT AT SMALL CREEK CROSSINGS
1
2
1
12
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
FENCING TO BE IN ACCORDANCE WITH SPECIFICATION - R 201.4.
ROAD FENCING INCORPORATING NETTING OR FABRIC.
THIS TREATMENT TO BE USED ON RABBITPROOF AND OTHER RURAL3.
M12 BOLTS USED THROUGHOUT UNLESS OTHERWISE SHOWN.2.
CENTRAL VERTICAL TIMBERS.
GALVANIZED SHEET MAY BE JOINED BY BUTTING BETWEEN THE1.
NOTES
1
RURAL ROAD BOUNDARY FENCING TREATMENTS AT SMALL
CREEK CROSSINGS AND CONCAVE CHANGE IN GRADE SITES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005991
R0800-06 -
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.
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JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
FOR FULL LENGTH OF FENCE.
4503000 C / C
600
1500
1425
50
50 X 450 CONCRETE STRIP
CONCRETE FOOTING
POSTS SET IN 250 DIA.
600
3.2 WALL.
GALVANIZED PIPE
(48.3 OD) MEDIUM
BRACE POST DN 40
GALVANIZED PIPE 3.6 WALL
(60.3 OD) MEDIUM
END OR ANGLE POST DN 50
WIRE W10Z/HG MINIMUM
50 PITCH X 3.15 GALVANISED
CHAIN-LINK FENCING FABRIC
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
INTERMEDIATE POST DN 40
URBAN CONTROLLED ACCESS ROAD FENCING PANEL
50
TYPIC
AL
CONTROLLED ACCESS ROAD
ACCESS RIGHTS RESTRICTED
For Next - km
500
200
Roads and Maritime Services
BOUNDARY SIGN
2 km INTERVALS AND TO OMIT LEGEND "FOR NEXT - km".
ACCESS ROAD. REPEATER SIGNS 500 X 200 TO BE AT APPROXIMATELY
ROAD, SET PARALLEL TO THE ROAD CENTRELINE AND FACING THE CONTROLLED
TO BE ERECTED AT THE FENCELINE AT THE START OF THE CONTROLLED ACCESS
IN THE FENCE
REQUIRED AT ANGLES
ADDITIONAL STAY
WIRES CABLED TOGETHER.
WIRE OR 2 X 3.15 DIA. GALVANIZED
1 X 4.0 DIA. HELICAL TENSION
NEXT POST AT EVERY 15 POSTS
TWISTED TO BOTTOM OF
2 X 4.0 DIA. WIRES
CAPS ON ALL POSTS.
GALVANIZED WEATHER
INTERMEDIATE POST
SECTION THROUGH
(WHITE LETTERING AND EDGING ON GREEN BACKGROUND)
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
URBAN CONTROLLED ACCESS ROADBOUNDARY FENCING (1.5m HIGH)
TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES5.
FOR VEHICULAR GATE DETAIL REFER TO DS2014/0059934.
JOINTS TO BE WELDED AND PAINTED WITH A ZINC RICH PRIMER.3.
ALL CONCRETE TO BE 20 MPa.2.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE USED IN ACCORDANCE WITH THE1.
NOTES
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005992
R0800-07 -
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
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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
600
1800
1700
900
1800
(WHERE SPECIFIED)
FOR FULL LENGTH OF GATE.
4200 C/C
DROP BOLTS
LOCKING
CHAIN
SUPPORT BRACKET
SUPPORT BRACKET
450
CONCRETE FOOTING
POSTS SET IN 250 DIA.
CONCRETE FOOTING.
POSTS SET IN 250 DIA.
3000 C/C
3000 C/C
600
600
CONCRETE STRIP 150 X 450
GALVANIZED PIPE 4.5 WALL
(114.3 OD) MEDIUM
GATE POST DN 100
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
BRACE POST DN 40
GALVANIZED PIPE.
GATE DN 32 MEDIUM
FENCE
FABRIC SAME AS FOR
CHAIN-LINK FENCING
GALVANIZED PIPE 3.2 WALL.
(48.3 OD) MEDIUM
BRACE POST DN 40
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
INTERMEDIATE POST DN 40
GALVANIZED PIPE 3.6 WALL
(60.3 OD) MEDIUM
END OR ANGLE POST DN 50
WIRE W10Z/HG MINIMUM
50 PITCH X 3.15 GALVANISED
CHAIN-LINK FENCING FABRIC
50
TYPIC
AL
(1500 F
OR 1500 F
EN
CE)
FOR DROP BOLTS.
DRILL 30 DEEP HOLES
IN THE FENCE
REQUIRED AT ANGLES
ADDITIONAL STAY
WIRES CABLED TOGETHER
WIRE OR 2 X 3.15 DIA. GALVANIZED
1 X 4.0 DIA. HELICAL TENSION
CAPS ON ALL POSTS.
GALVANIZED WEATHER
EVERY 15 POSTS
TO BOTTOM OF NEXT POST
2 X 4 WIRES TWISTED
FENCE PANEL
(WHERE SPECIFIED)
FOR FULL LENGTH OF FENCE.
CONCRETE STRIP 50 X 450
CAPS ON ALL POSTS.
GALVANIZED WEATHER
VEHICULAR GATE
CAPS ON ALL POSTS.
GALVANIZED WEATHER
INTERMEDIATE POST
SECTION THROUGH
ROAD POLICY, SPECIFICATIONS AND
1
URBAN CONTROLLED ACCESS ROADBOUNDARY FENCING 1.8 m HIGH
ENGINEERING SERVICES
AND TECHNOLOGY
PRIOR TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES5.
DS2014/005992
BOUNDARY SIGNS TO BE SUPPLIED AND FIXED AS SHOWN ON4.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE3.
JOINTS TO BE WELDED AND PAINTED WITH ZINC RICH PRIMER.2.
ALL CONCRETE TO BE 20 MPa.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005993
R0800-08 -
NOTES
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 :
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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
900
DROP BOLTS
900
3000 C/C
1830
50
600
350
APP
RO
X.
SEE NOTE 1
SEE NOTE 1
34 OD PIPE
CONCRETE FOOTING
POSTS SET IN 250 DIA.
3.2 WALL.
GALVANIZED PIPE
(48.3 OD) MEDIUM
BRACE POST DN 40
GALVANISED PIPE, 3.6 WALL
DN 50 (60.3 OD)
CORNER / END POST
GALVANISED W10Z/HG MIN.
50 PITCH X 3.15 WIRE,
CHAIN-LINK FENCING FABRIC
1830
350
APP
RO
X.
460
6005
0
TYPIC
AL
CAPS ON ALL POSTS
GALVANIZED WEATHER
AND CABLE WIRES.
BY 2 TIE WIRES TO POSTS
MESH TO BE ATTACHED
FENCE PANEL
TOGETHER
CABLES, EACH PAIR TWISTED TIGHTLY
3 / 2 X 3.15 GALVANIZED WIRE
(I.E. NO OVERHANG)
TOP OF POST TO BE VERTICAL
60 OD FOR SMALL GATE.
FOR LARGE GATE
GATE POST 89 OD
AT ALL GATE POSTS.
BRACE 48.3 OD
VEHICULAR GATE
FITTED
LOCKING CHAINS
ZINC RICH PRIMER.
ALL WELDED JOINTS TO BE PAINTED WITH
OF 34 OD PIPE, WIDTH 1200.
WHERE PEDESTRIAN GATE IS SPECIFIED IT SHALL BE
TOP OF GATE TO BE VERTICAL (I.E. NO OVERHANG)
GALVANIZED PIPE, WELDED JOINTS.
2 / 2750 VEHICULAR GATES TO BE OF 43 OD
SECTION THROUGH INTERMEDIATE POST
45°
460 BENT INWARDS AT 45
MEDIUM GALVANISED PIPE, 3.2 WALL
INTERMEDIATE POSTS DN 40 (48.3 OD)
ROAD POLICY, SPECIFICATIONS AND
1
URBAN CONTROLLED ACCESS ROAD SECURITY PIPEAND CHAIN-LINK BOUNDARY FENCE
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES3.
FENCE TO AS 1725. FOR OTHER DESIGNS REFER TO AS 1725.
THIS FENCE IS SIMILAR TO A TYPE 1 - R - L/B - T CLASS 1 SECURITY2.
SPECIFICATION - R 201.
FENCING MATERIALS ARE TO BE IN ACCORDANCE WITH THE1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005994
R0800-09 -
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 :
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ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
TYPE 1 TYPE 4
TYPE 5
TYPE 2
TYPE 3 TYPE 6
CAPS
EMBELLISHMENTS
1 CIRCLE 2 CIRCLES 3 CIRCLES
GABLE CROSS BREAK SPHERE
2
-
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCEGENERAL
2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005995
R0800-10 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
2
3
4
N/A
5
6
N/A N/A
1
LOCATION
TYPE
PANEL
N/A
EMBELLISHMENT
N/A N/A
INTER.
#
END
CONCRETE
TYPE
POST
FOOTING CAP
CROSS BREAK SPHEREBASE PLATE
N/A N/A
#
TYPE
VERGE
TYPE
MEDIAN
CIRCLE
1
CIRCLES
2
CIRCLES
3
FOR FENCE WITH INTERMEDIATE POSTS REQUIRING BASE PLATE, FENCE LIMITED TO GRADES OF 5%.
R0800 - 15 R0800 - 16
R0800 - 17 R0800 - 18
R0800 - 19 R0800 - 20
R0800 - 21 R0800 - 22
R0800 -23 R0800 - 24
R0800 - 25 R0800 - 26
R0800 - 28 R0800 - 28 R0800 - 28
R0800 - 28R0800 - 28R0800 - 28
R0800 - 28 R0800 - 28 R0800 - 28
R0800 - 28R0800 - 28R0800 - 28
R0800 - 11 R0800 - 12
R0800 - 13 R0800 - 14 R0800 - 27 R0800 - 27
ROAD POLICY, SPECIFICATIONS AND
2
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCEGENERAL 2
NOTES
THE LEAD PANEL SUPPORT.
PANEL SUPPORT POST. SHEETING ALSO TO BE INSTALLED ON
FENCING. SHEETING IS TO BE INSTALLED ON THE TOP OF THE
REFLECTIVE SHEETING IS TO BE USED TO DELINEATE PEDESTRIAN 2.
FENCE LIMITED TO GRADES OF 10%.1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005995
R0800-10 -
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.
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20
0 20 40 60 80
Washer
100
100 200 300 400 500mm0
100 50
0 20 40 60 80 100mm
1020
90
110
TYP
50
6
0 20 40 60 80 100mm
1020
50
100
4212 12
0 20 40 60 80 100MM
102025
6
TYP
12 1242
50
= =
100 200 300 400 500mm0
100 50
C OF POSTL
100
550
350
END POST
1700
150
10
PL
100
12
12
10 10
0 100 200 300mm
100 50
10PL
12
50
12
10 10
0 100 200 300mm
100 50
10
10
500
100
100
110
10
TYP
100
200
TOP COVER PLATE
90
6
PL
200TYP
10
10
90
11090
10PL
150
50
90
90
=
=
END ELEVATION
ELEVATION
PL
50 - 100
50 - 100
A
--
B
--
3
--
3
--
SECTION
--
3
WELDS FLUSH.
GRIND ALL
COVER PLATE
BOTTOM
COVER PLATE
BOTTOM
DETAIL OF BOTTOM RAIL CONNECTION
LENGTH 30.
AND WASHERS.
M10 BOLT, NUT
PANEL DRAWINGS.
AND PANEL SEE
ANGLE BRACKETS
FOR DETAILS OF
ELEVATION
1
--
1
-- SECTION
--
1ELEVATION
2
--
2
--
SECTION
--
2
TOP COVER PLATE BOTTOM COVER PLATE
DETAIL
B
--
DETAIL
A
--
Ø14 HOLE
COVER PLATE
BOTTOM
FOOTING Ø 400, 600 DEEP
IN SOFT GROUND USE
CONCRETE FOOTING
Ø 200 20 MPa
FOOTING DETAIL
PLATE
COVER
TOP
500 (
max)
300 (
min)
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCEEND POST WITH CONCRETE FOOTING
ACCORDANCE WITH AS 1214.
BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED IN14.
AFTER FABRICATION IN ACCORDANCE WITH THE SPECIFICATION.13.
ALL COMPONENTS SHALL BE HOT-DIP GALVANIZED12.
ALL DIMENSIONS ARE BASE METAL THICKNESS11.
OF 1.5 mm UNLESS SPECIFIED OTHERWISE.
EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS10.
WELDING SYMBOLS ARE TO AS 1101 PART 3.9.
PART 1.
THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS 15548.
SYMBOL SHOWN.
ALL WELDED CONNECTIONS SHALL BE 6 mm FILLET WELDS IF NO7.
TO AS 1237.
BLACK STEEL WASHERS (NORMAL AND LARGE SERIES) SHALL CONFORM6.
PLAIN NUTS SHALL CONFORM TO AS 1112.5.
COMMERCIAL BOLTS AND SCREWS SHALL CONFORM TO AS 1111.4.
STEEL SECTIONS SHALL BE GRADE 300 TO AS NZS 3679.1.3.
STEEL PLATE SHALL BE GRADE 250 TO AS / NZS 3678.2.
SCALES AS SHOWN1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005998
2016-11-29
2016-11-29
R0800-11 -
NOTES
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.
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
MIN. 90MAX. 250
TYP
50
6
50
100
4212 12 WASHER
C OF POSTL
150
1212
10PL
100
10 10
HEIG
HT T
O B
E S
PE
CIFIE
D
FO
R E
AC
H P
OST.
100
350
500
100
100
85
110
100
200
610
TYP
TYP
200
10
85
110
90
10
50
150
90 90
100 200 300 400 500MM0
100 50
20
0 20 40 60 80 100
=
=
10 PL
10 PL
10 PL
COVER PLATE
BOTTOM
PLATE
TOP COVER
PLATE
TOP COVER
50 - 100
50 - 100
A
--
B
2
C
2
3
2
3
2
END ELEVATION
ELEVATION
END POST
1
--
1
--
ELEVATION SECTION
--
1
0 100 200 300mm
100 50
TOP COVER PLATE
2
--
2
--SECTION
--
2
ELEVATION
BOTTOM COVER PLATE
0 100 200 300mm
100 50
COVER PLATE.
BOTTOMLENGTH 30.
AND WASHERS.
M10 BOLT, NUT
PANEL DRAWINGS.
AND PANEL SEE
ANGLE BRACKETS
FOR DETAILS OF
DETAIL OF BOTTOM RAIL CONNECTION
0 20 40 60 80 100mm
1020
DETAIL
A
--
WELDS FLUSH.
GRIND ALL
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCEEND POST WITH BASE PLATE
ACCORDANCE WITH AS 1214.
BOLTS, NUTS AND WASHERS SHALL BE HOT-DIP GALVANIZED IN14.
AFTER FABRICATION IN ACCORDANCE WITH THE SPECIFICATION.13.
ALL COMPONENTS SHALL BE HOT-DIP GALVANIZED12.
ALL DIMENSIONS ARE BASE METAL THICKNESS11.
OF 1.5 mm UNLESS SPECIFIED OTHERWISE.
EDGES TO BE PROTECTIVE TREATED SHALL BE ROUNDED TO A RADIUS10.
WELDING SYMBOLS ARE TO AS 1101 PART 3.9.
PART 1.
THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS 15548.
SYMBOL SHOWN.
ALL WELDED CONNECTIONS SHALL BE 6 mm FILLET WELDS IF NO7.
TO AS 1237.
BLACK STEEL WASHERS (NORMAL AND LARGE SERIES) SHALL CONFORM6.
PLAIN NUTS SHALL CONFORM TO AS 1112.5.
COMMERCIAL BOLTS AND SCREWS SHALL CONFORM TO AS 1111.4.
STEEL SECTIONS SHALL BE GRADE 300 TO AS NZS 3679.1.3.
STEEL PLATE SHALL BE GRADE 250 TO AS / NZS 3678.2.
SCALES AS SHOWN1.
2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005999
R0800-12 -
NOTES
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.
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DRAWING TO :
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STANDARD DRAWINGROAD DESIGN ENGINEERING
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
0 20 40 60 80 100 mm
1020
=
# (SEE N
OTES)
TYP6
10PL
50
50
25
12 1242
12 12
=
10 10
COVER PLATE
BOTTOM
0 20 40 60 80 100 mm
1020
16P90
170
90
0 20 40 60 80 100 mm
1020
160
225
240
55
55
1150
VA
RIA
TIO
N
65
MA
XIM
UM
MINIM
UM
L
50 - 100
MASONRY ANCHORS
BASE PLATE FOR M20 × 160
DRILL Ø 25 HOLES IN
SECTION
1
3
MINIMUM 25 mm MORTAR PAD.
MINIMUM 25 mm MORTAR PAD.
DETAIL
B
1
DETAIL
C
1
Ø 14 HOLE
CONCRETE.
MINIMUM 70 mm INTO EXISTING
ANCHORS TO PROTRUDE
M20 CHEMSET OR MASONRY
ROAD POLICY, SPECIFICATIONS AND
2
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCEEND POST WITH BASE PLATE
MINIMUM AND MAXIMUM HEIGHTS AS SHOWN IN DETAIL B.2.
HEIGHT TO BE DETERMINED TO SUIT SITE CONDITION.1.
2
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005999
R0800-12 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20
0 20 40 60 80
WASHER
1000 20 40 60 80 100 mm
1020
110
100 200 300 400 500 mm0
100 500 20 40 60 80 100 mm
1020
500 20 40 60 80 100 mm
300
=
550
350
= TYP6
1650 250
50
12
300
250
100
100
TYP6 42 12
10P
300
300
C
50
100
110 50
50
50
L10P
90 1010
1212
12
42
50
20
10PL
25
50
12
12 12
9010 10
OF POSTL
L
50 - 100
50 - 100
2
--
2
--
A
--
B
--
INTERMEDIATE POST
END ELEVATION
ELEVATION
1
--
1
--
DETAIL
A
--
SECTION
--
1
Ø 10 HOLE TYP
Ø 14 HOLE TYP
DETAIL
B
--
DETAIL OF BOTTOM RAIL CONNECTION
FENCE LIMITED TO GRADES OF UP TO 10%.
LENGTH 40 WITH DOUBLE RAIL CONNECTION
LENGTH 30 WITH SINGLE RAIL CONNECTION
M10 BOLT, NUT AND WASHERS.
AND PANEL SEE PANEL DRAWINGS.
FOR DETAILS OF ANGLE BRACKETS
SECTION
--
2
100 200 300 400 500mm0
100 50
FOOTING Ø 400, 600 DEEP
IN SOFT GROUND USE
CONCRETE FOOTING
Ø 200 20 MPa
FOOTING DETAIL
500 (
max)
300 (
min)
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCE INTERMEDIATE POSTWITH CONCRETE FOOTING 1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006000
R0800-13 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20
0 20 40 60 80
WASHER
100
FENCE LIMITED TO GRADES UP TO 5%. 0 20 40 60 80 100 mm
1020
0 20 40 60 80 100 mm
1020
50
110
VA
RIA
TIO
N
100 200 300 400 500 mm0
100 50
150
350
220
TYP6
12
HEIG
HT T
O B
E S
PE
CIFIE
D
FO
R E
AC
H P
OST.
150
200
50
1100
60
165
225
100
10P
OF POSTC
400
200
50
110
50
50
L
50
10
12
12 42
50
20
90 10
12
160
65
225
VA
RIA
TIO
N
1100
L
L
10 HOLE TYP
50 - 100
A
--
B
--
C
2
END ELEVATIONELEVATION
INTERMEDIATE POST
3
2
3
2
10 P
1
--
1
--
DETAIL
A
--
SECTION
--
1
DETAIL
B
--
WITH 100 STEP
NO STEP
LENGTH 40 WITH DOUBLE RAIL CONNECTION
LENGTH 30 WITH SINGLE RAIL CONNECTION
M10 BOLT, NUT AND WASHERS.
AND PANEL SEE PANEL DRAWINGS.
FOR DETAILS OF ANGLE BRACKETS
DETAIL OF BOTTOM RAIL CONNECTION
SECTION
--
2
NO STEPMAX. 250
MIN. 90
WITH 100 STEP
MAX. 250
MIN. 90
MAX. 250
MIN. 90
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCE INTERMEDIATEPOST WITH BASE PLATE 2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006001
R0800-14 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
0 20 40 60 80 100 mm
1020
150
0 20 40 60 80 100 mm
1020
90 90
TYP6
EXISTING CONCRETE
25
100
12
MINIMUM 25 MORTAR PAD.
# (SEE N
OTES)
55
55
220
L
50
9010 10
2512 12
12 42
L
50 - 100
MASONRY ANCHORS
BASE PLATE FOR M20 × 160
DRILL Ø 25 HOLES IN
BASE PLATE
SECTION
1
3
16 P
DETAIL C
1
Ø 14 HOLE
10 P
INTO EXISTING CONCRETE
TO PROTRUDE MINIMUM 70 mm
M20 MASONRY ANCHORS
ROAD POLICY, SPECIFICATIONS AND
2
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCE INTERMEDIATEPOST WITH BASE PLATE
MINIMUM AND MAXIMUM HEIGHTS AS SHOWN IN DETAIL B, SHEET 1.2.
HEIGHT TO BE DETERMINED TO SUIT SITE CONDITION.1.
2
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006001
R0800-14 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
146
=
=
11 SPACES @ 152 = 1672
1964
75
146
75
16
16
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
LC
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
TYP. ALL
75
100
1700 1200 T
O 1400
50
TRAFFIC SIDE AND DIRECTION
2000 BETWEEN POSTS
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
2
-- 1
--
2
--
1
--
C OF POSTL
Ø 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
1
--
1
--
A
--
A
--
ELEVATION
VIEW
--
2
END POST
C OF POSTL C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
INTERMEDIATE POST
SECTION
--
1C
--
B
--
ANGLE
UNEQUAL
75 X 50 X 8
DETAIL B
--
C OF POSTL
DETAIL C
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE BRACKETS
DETAIL A
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 1 - VERGE
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006002
R0800-15 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
146
=
=
11 SPACES @ 152 = 1672
1964
75
146
75
16
16
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
2000 BETWEEN POSTS
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
TYP. ALL
75
100
1700
1200 T
O 1400
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
2
--
2
--
A
--
1
--
1
--
A
--
C OF POSTL
Ø 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
LC
ELEVATION
VIEW
--
2
C OF POSTL
END POST
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
INTERMEDIATE POST
C OF POSTL
C
--
SECTION
--
1
B
--
DETAIL C
--
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL B
--
ANGLE BRACKETS
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
C OF POSTL
DETAIL A
--
ANGLE
UNEQUAL
75 X 50 X 8
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 1 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006003
R0800-16 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
146
=
=
11 SPACES @ 152 = 1672
1964
75
146
75
16
16
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
C OF POST
2000 BETWEEN POSTS
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
75
TYP. ALL
75
100
1700
1200 T
O 140075
50
TRAFFIC SIDE AND DIRECTION
100 200 300 400 500 mm0
50100
L
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
ELEVATION
LC
2
--
2
--
1
--
1
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
1
--
A
--
1
--
A
--
VIEW
--
2
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
END POST INTERMEDIATE POST
C OF POSTL C OF POSTL
C
--
SECTION
--
1
B
--
DETAIL C
--
DETAIL B
--
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTL
ANGLE BRACKETS
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL A
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 2 - VERGE
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006004
R0800-17 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500MM0
100 50
146
=
=
11 SPACES @ 152 = 1672
1964
75146
75
16
16
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
75
TYP. ALL
75
100
1700
1200 T
O 1400
75
100 200 300 400 500MM0
100 50
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
2
--
2
--
1
--
1
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
LC
ELEVATION
2000 BETWEEN POSTS
1
--
A
--
1
--
A
--
VIEW
--
2
C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
C OF POSTL
INTERMEDIATE POSTEND POST
ANGLE
UNEQUAL
75 X 50 X 8
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
C OF POSTL
DETAIL A
--
ANGLE
UNEQUAL
75 X 50 X 8
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
C OF POSTL
DETAIL B
--
ANGLE BRACKETS
C
--
SECTION
--
1
B
--
DETAIL C
--
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 2 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006005
R0800-18 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
64
1964
75
16
16
11 SPACES @ 152 = 1672
1800
64
75
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
2000 BETWEEN POSTS
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200 TYP. ALL
75
100
1700
1200 T
O 1400
50
TRAFFIC SIDE AND DIRECTION
75 X 10 FLAT TYP
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
4
--
4
--
1
--
1
--
C OF POSTL C OF POSTL
Ø 22 BALUSTERS
Ø 18 BALUSTERS
3
--
3
--
2
--
2
--
LC
ELEVATION
A
--
A
--
VIEW
--
4
C OF POSTL
END POST
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
INTERMEDIATE POST
C OF POSTL
DETAIL A
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
C OF POSTL
ANGLE
UNEQUAL
75 X 50 X 8
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTLBRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL B
--
ANGLE BRACKETS
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
B
--
DETAIL C
--
C
--
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 3 - VERGE
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006006
2016-11-29
R0800-19 -
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
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STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
4
--
4
--1
--
3
--
2
--
100 200 300 400 500 mm0
10050
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
64
1964
75
16
16
11 SPACES @ 152 = 1672
1800
64
75
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
81050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
TYP. ALL75
100
1700
1200 T
O 1400
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
2
--
1
--
A
--
75 X 10 FLAT TYP
3
--
A
--
C OF POSTL
Ø 22 BALUSTERS
C OF POSTL
Ø 18 BALUSTERS
LC2000 BETWEEN POSTS
ELEVATION
VIEW
--
4
END POST INTERMEDIATE POST
C OF POSTL C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
DETAIL A
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE BRACKETS
DETAIL B
--
C OF POSTLBRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
ANGLE
UNEQUAL
75 X 50 X 8
DETAIL C
--
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
B
--
C
--
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 3 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006007
2016-11-29
R0800-20 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500MM0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500MM0
100 50
100 200 300 400 500MM0
100 50
=
=
64
1964
75
16
16
11 SPACES @ 152 = 1672
1800
64
75
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500MM0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
200
75
TYP. ALL
75
100
1700 1200 T
O 1400
75
50
TRAFFIC SIDE AND DIRECTION
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
75 X 10 FLAT TYP
C OF POSTL
1
--
4
--
2
--
4
--
3
--
1
--
A
--
2
--
3
--
A
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
2000 BETWEEN POSTS LC
ELEVATION
VIEW
--
4
C OF POSTL C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
END POST INTERMEDIATE POST
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
C
--
B
--
DETAIL C
--
ANGLE BRACKETS
ANGLE
UNEQUAL
75 X 50 X 8
DETAIL B
--
C OF POSTLBRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL A
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 4 - VERGE
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006008
R0800-21 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
64
1964
75
16
16
11 SPACES @ 152 = 1672
1800
64
75
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
81050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
75
TYP. ALL
75
100
1700
1200 T
O 1400
75
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
75 X 10 FLAT TYP
4
--
2
--
4
--
3
--
1
--
1
--
A
--
2
--
3
--
A
--
ELEVATION
LC2000 BETWEEN POSTS
Ø 18 BALUSTERS
Ø 22 BALUSTERS
C OF POSTL C OF POSTL
VIEW
--
4
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
C
--
B
--
C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
END POST INTERMEDIATE POST
C OF POSTL
ANGLE
UNEQUAL
75 X 50 X 8
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTL
DETAIL B
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE BRACKETS
DETAIL A
--
DETAIL C
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 4 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006009
R0800-22 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
1964
146
75
16
16
11 SPACES @ 152 = 1672
75
146
1964
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
81050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200 TYP. ALL
75
100
1700
1200 T
O 1400
50
TRAFFIC SIDE AND DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
75 X 10 FLAT TYP
2000 BETWEEN POSTS
4
--
2
--
4
--
1
--
3
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
1
--
2
--
3
--
ELEVATION
LC
A
--
A
-- VIEW
--
4
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
C
--
B
--
C OF POSTL C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
END POST INTERMEDIATE POST
DETAIL A
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
DETAIL B
--
C OF POSTLBRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE
UNEQUAL
75 X 50 X 8
ANGLE BRACKETS
DETAIL C
--
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
PEDESTRIAN FENCETYPE 5 - VERGE 1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006010
R0800-23 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
1964
146
75
16
16
11 SPACES @ 152 = 1672
146
1964
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
75X10 FLAT TYP
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
81050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
TYP. ALL
75
100
1700
1200 T
O 1400
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75
75 X 10 FLAT TYP
75 X 10 FLAT
75 X 10 FLAT
UNEQUAL
75 X 50 X 8
ANGLE
4
--
2
--
4
--1
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
3
--
LC
ELEVATION
A
--
3
--
2
--
1
--
A
--
2000 BETWEEN POSTS
C OF POSTL
VIEW
--
4
C OF POSTL C OF POSTL
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
END POST INTERMEDIATE POST
SECTION
--
1
B
--
SECTION
--
2
B
--
SECTION
--
3C
--
DETAIL C
--
ANGLE BRACKETS
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTLBRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL B
--
DETAIL A
--
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 5 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006011
R0800-24 -
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
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
1964
146
75
16
16
11 SPACES @ 152 = 1672
75
146
1964
==
6
32
20
0 20 40 60 10080
25
50
20
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
81050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
75
TYP. ALL
75
100
1700
1200 T
O 1400
75 50
TRAFFIC SIDE AND DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
75 X 10 FLAT TYP
2000 BETWEEN POSTS
4
--
2
--
4
--1
--
3
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
LC
ELEVATION
A
--
3
--
2
--
1
--
A
--
SECTION
--
1
B
--
VIEW
--
4
SECTION
--
2
C
--
SECTION
--
3
B
--
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTL
DETAIL B
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE BRACKETS
C OF POSTL
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
DETAIL A
--
END POST INTERMEDIATE POST
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
C OF POSTL C OF POSTL
DETAIL C
--
ANGLE
UNEQUAL
75 X 50 X 8
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE TYPE 6 - VERGE
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006012
R0800-25 -
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.
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DRAWING TO :
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[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 200 300 400 500 mm0
100 50
=
=
11 SPACES @ 152 = 1672
146
75
16
16
146
100 200 300 400 500 mm0
100 50
100 200 300 400 500 mm0
100 50
=
=
1964
146
75
16
16
11 SPACES @ 152 = 1672
75
146
1964
==
6
32
20
0 20 40 60 10080
25
50
0 40 6020 10080
6
=
=
1964
298
75
3 SPACES @ 456 = 1368 298
100 200 300 400 500 mm0
100 50
HEIG
HT V
ARIE
S
18
3342
1650
HEIG
HT V
ARIE
S 1150 (
MIN)
TO 1350 (
MA
X).
500 (
MA
X)
300
(MIN)
3342
18
8
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
75
TYP. ALL
75
100
1700
1200 T
O 1400
75
50
TRAFFIC DIRECTION
TRAFFIC DIRECTION
75 X 10 FLAT
75 X 10 FLAT
75 X 10 FLAT TYP
75 X 10 FLAT TYP
2
--
4
--1
--
4
--
3
--
C OF POSTLØ 22 BALUSTERS
Ø 18 BALUSTERS
C OF POSTL
LC
ELEVATION
2000 BETWEEN POSTS
2
--
1
--
A
--
3
--
A
--
VIEW
--
4
END POST INTERMEDIATE POST
OR BASE PLATE - SEE POST DETAIL.
Ø 200 20 MPa CONCRETE FOOTING
C OF POSTL C OF POSTL
SECTION
--
1
B
--
SECTION
--
2
SECTION
--
3
B
--
C
--
ANGLE
UNEQUAL
75 X 50 X 8
C OF POSTL
DETAIL B
--
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
ANGLE BRACKETS
ANGLE
UNEQUAL
75 X 50 X 8
BRACKETS ONLY.
HOLE IN BOTTOM RAIL
M10 COMMERCIAL BOLT.
Ø 14 HOLE TO FIT
C OF POSTL
DETAIL A
--
DETAIL C
--
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCETYPE 6 - MEDIAN
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006013
R0800-26 -
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
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(INTERNAL)
6
52
(INTERNAL)
20
42
(IN
TE
RN
AL)
TYP
112
6
(INTERNAL)
112
80
52
(INTERNAL)
20
80
CROSS BREAK.
42
(IN
TE
RN
AL)
TYP
11010
0 100 200 300 mm
100 50
(INTERNAL)
11252
(INTERNAL)
20
42
(IN
TE
RN
AL)
15
10
6
PL
90
10
TYP
TYP
200
10
90
TYP
DETAIL OF INTERMEDIATE GABLE POST CAP
NOTE: FABRICATED FROM NOM. 1.6 SHEET.
DETAIL OF INTERMEDIATE CROSS BREAK POST CAP
NOTE: FABRICATED FROM NOM. 1.6 SHEET.
NOTE: FABRICATED FROM NOM. 1.6 SHEET.
DETAIL OF INTERMEDIATE SPHERICAL POST CAP
WITH THREAD SEALANT
WITH DOME HEADED NUTS SECURED
M8 THREADED ROD (120 LONG)
Ø 10 HOLE TYP TO FIT
WITH THREAD SEALANT
WITH DOME HEADED NUTS SECURED
M8 THREADED ROD (120 LONG)
Ø 10 HOLE TYP TO FIT
WITH THREAD SEALANT
WITH DOME HEADED NUTS SECURED
M8 THREADED ROD (120 LONG)
Ø 10 HOLE TYP TO FITA
--
1
--
1
--
ELEVATION
SECTION
--
1
TOP COVER PLATE
DETAIL A
--
DIMENSIONS SHOWN.
METAL BALL TO
CENTRALLY LOCATED.
Ø 30 HOLE
ROAD POLICY, SPECIFICATIONS AND
1
PEDESTRIAN FENCEINTERMEDIATE POST CAP
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006014
R0800-27 -
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.
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JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
228
8
25228
8
25
200 25 X 6 FLAT
25
25
25
25 X 6 FLAT
75 X 10 FLAT
1050
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
OF F
LATS
200
228
8
25
200
228 228 228
8
25
8
25
OF F
LATS
ME
AS
UR
ED B
ET
WEE
N B
OTT
OM
1050
C OF POSTL
LC
ELEVATION
2000 BETWEEN POSTS
C OF POSTL
1 CIRCLE
C OF POSTL C OF POSTL
2000 BETWEEN POSTS LC
ELEVATION
3 CIRCLES
2000 BETWEEN POSTS LC
ELEVATION
2 CIRCLES
C OF POSTL C OF POSTL
WELDED TO FENCE.
AT TOP OF CIRCLE WHEN
CIRCLE WELD TO BE PLACED1
--
1
--
SECTION
--
1
PLAN
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPES 3, 4, 5 AND 6.
THIS DRAWING SHOWS THE TYPICAL CIRCLE EMBELLISHMENTS FOR FENCE
NOTES
1
PEDESTRIAN FENCE EMBELLISHMENTS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006015
2016-11-29
R0800-28 -
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 :
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20MPa
MASS CONCRETE FOOTING
250 DIA. X 600 DEEP
20MPa
MASS CONCRETE FOOTING
250 DIA. X 600 DEEP
300 MIN.
300 MIN.
300 MIN.
300 MIN.
FOR FULL LENGTH OF FENCE
50 X 450 CONCRETE STRIP
FOR FULL LENGTH OF FENCE
50 X 450 CONCRETE STRIP
1500 OR 2000
1500 OR 2000
900
42.4 mm OD X 3.2 mm WALL M.S. TUBE
42.4 mm OD X 3.2 mm WALL M.S. TUBE
FOOTPATH
1400
SHARED PATH
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
PIPE HANDRAIL DETAILS
GRADIENT OF 1 IN 33 OR SHALLOWER.
HANDRAIL DETAILS ARE APPLICABLE FOR FOOTPATH OR SHARED PATH4.
5 m FROM A VERTICAL FALL OR BATTER SLOPE FOR REQUIREMENTS.
THE DISTANCE FROM EDGE OF FOOTPATH / SHARED PATH IS LESS THAN
REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 6A WHERE3.
ACCORDANCE WITH AS 1554.1.
ALL WELDED CONNECTIONS MUST BE SP WELD CATEGORY IN2.
EXTERNALLY IN ACCORDANCE WITH THE REQUIREMENTS OF AS 4792.
STEEL SECTIONS MUST BE HOT-DIP GALVANISED INTERNALLY AND1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006016
R0800-29 -
NOTES
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 :
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
3000
50 M
AX
3000
3000
1500
3000
100
GALVANIZED SPLIT FITTING
50 M
AX
1500
100
50 M
AX.
1500
GALVANIZED SPLIT FITTING
3000 3600
100
3000
SEE NOTE 5
WITH SPECIFICATION R 201
CHAINWIRE TO IN ACCORDANCE
DROP BOLTS
900
600
600
600
600
900
900
600
600
(60.3 OD) GALVANISED PIPE 3.6 WALL
END CORNER OR GATE POST DN 50
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
BRACE POST DN 40
3.2 WALL
(42.4 OD) GALVANISED PIPE
INTERMEDIATE POSTS DN 32
50
TYPIC
AL
CONCRETE FOOTING
POSTS SET IN 250 DIA.
CONCRETE FOOTING
POSTS SET IN 250 DIA.
CONCRETE FOOTING
POSTS SET IN 250 DIA.
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
BRACE POST DN 40
GALVANIZED PIPE 3.2 WALL
(48.3 OD) MEDIUM
BRACE POST DN 40
3.2 WALL
GALVANIZED PIPE
(48.3 OD) MEDIUM
BRACE POST DN 40
(42.4 OD) GALVANISED PIPE 3.2 WALL
INTERMEDIATE POSTS DN 32
TOGETHER
WIRES CABLED
2 X 3.15 DIA.
AND CABLE WIRES
TIE WIRES TO POST
ATTACHED BY 2 DIA.
CHAIN WIRE TO BE
(60.3 OD) GALVANIZED PIPE 3.6 WALL
STRAIN AND CROSSFENCE POST DN 50
END OR CORNER PANEL AND INTERMEDIATE PANEL
(AT MAX. INTERVAL 120 m) AND AT CROSSFENCE
STRAIN POST - INTERMEDIATE POST
CABLED TOGETHER
2 X 3.15 DIA. WIRES
AND CABLE WIRES
TIE WIRES TO POST
ATTACHED BY 2 DIA.
CHAIN WIRE TO BE
M.S. LOCKING CHAIN
9.5 GALVANIZED
GATE
GALVANIZED PIPE
GATE POSTS 50 OD
ROAD POLICY, SPECIFICATIONS AND
1
MARSUPIAL PROOF FENCINGWITH GATE DETAIL
ENGINEERING SERVICES
AND TECHNOLOGY
PRIOR TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES6.
R 201
ALL FENCING MATERIALS TO BE IN ACCORDANCE WITH SPECIFICATION5.
JOINTS TO BE WELDED AND PAINTED WITH COLD GALVANIZED PAINT.4.
GATES TO BE FABRICATED FROM 34 OUTSIDE DIA. GALVANIZED PIPE.3.
CONCRETE FOOTINGS 20 MPa.2.
ALL POSTS WEATHER CAPPED.1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006017
R0800-30 -
NOTES
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.
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JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
POST
TO PREVENT ROTATION )
( FIXED TO VERTICAL POST
14 GAUGE TEK SCREW
GALVANIZED WEATHER CAPS ON ALL POSTS
400
MM
GROUND MESH
FASTENING PINS
FENCE LINE.
VAR
YING
LENGTH
S
GROUNDGROUNDGROUND
600
900
900
25
MAX. 4000 @ ENDSMAX. 4000 BETWEEN UPRIGHTS
500
200
PINS @ 1000 C / C
1167
600
1000
1167
MESH TO OVERHANG MIN. 500
ROAD SIDE
MIN.
100
ERECTED VERTICALLY
(XL 350 STRUCTURAL GRADE PIPE)
INTERMEDIATE POST 32 NM MIN.
GALVANIZED STEEL
FOR FOOTING DETAILS
SEE SHEET 3VERTICALLY
GRADE PIPE) - ERECTED
( XL 350 STRUCTURAL
POST 50 DN MIN.
CORNER OR STRAINER
GALVANISED STEEL
FAUNA HABITAT
TO FACE THE SIDE OF
THIS SIDE OF FENCE
200
GALVANIZED STEEL PIN
7 HOT DIPPED
AND OVERLAP
3.15 MESH @ 210 CENTRES
CONNECT 2.5 MESH TO
GALVANIZED WIRE.( KNUCKLE / KNUCKLE MESH )
50 CHAIN-LINK FENCING FABRIC 2.5 DIA. HEAVILY
POST
BOTH SIDES OF THE
100 HORIZONTALLY
FIX LAPS WITHIN
50
TYPIC
AL
CABLE TIES AT 350 (MAX.) INTERVALS
( KNUCKLE / KNUCKLE MESH )
50 CHAIN-LINK FENCING FABRIC
3.15 DIA. HEAVILY GALVANIZED WIRE
32 DN GALVANIZED STEEL PIPE
STRAINER STRUTS AT FENCE ANGLES
ELEVATION
FASTENING PIN DETAIL
GALVANISED FASTENING PINS MUST BE USED.
FOR LOOSE OR SANDY SOILS 350 (MIN.)
NOTE:
TWISTED TIGHTLY TOGETHER
2 X 3.15 DIA. WIRES
45°
PLAN OF FENCE ANGLE
MIN INTERNAL ANGLE 135°
NOTE:
32 DN GALVANIZED STEEL PIPE
STRAINER STRUTS AT FENCE ANGLES
GROUND MESH FIXING DETAIL
ROAD POLICY, SPECIFICATIONS AND
THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR TO
FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES FOR
NOTES
1
ENGINEERING SERVICES
AND TECHNOLOGY
3
FAUNA EXCLUSION FENCE
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006018
R0800-31 -
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 :
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
GENERAL
1167
OVER CONCRETE DRAIN.
2.5 MESH TO BE PINNED
1500
100 MIN.
900600
GROUND
GROUND
VARY BY MORE THAN 800 )
( APPLIES WHERE POST RLS
FOOTING 900 X 200
CONCRETE DRAIN
SIDE
HABITAT
FAUNA
METAL FLAP
600
GROUND
GROUND
MAX. 4000 BETWEEN UPRIGHTS
HOT DIP GALVANIZED.
PINS TO BE MIN. 300 X10 DIA.
FASTING PINS @ 300 CENTRES
INCREASED TO PREVENT UPLIFT
INTERMEDIATE POST FOOTING
FOR VERTICAL CURVE SAGS
(SEE SHEET 3 FOR DETAILS)
CONCRETE FOOTING
POSTS SET IN 200 DIA.
FAUNA PROTECTION DRAINAGE DETAILS
INTERMEDIATE POST AT LOW POINT
ELEVATION
20°
ROAD POLICY, SPECIFICATIONS AND
TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES2.
OF FENCE.
METAL FLAP TO BE CONNECTED TO FENCE ON DOWNSTREAM SIDE
IN STORMWATER FLOW PATHS.
FLAP TO BE DESIGNED TO SUIT HYDRAULIC FLOWS AND DRAIN SHAPE
FLAP TO BE INSTALLED WITH LESS THAN 50 GAP.
AT DRAINAGE LINES AND GATES LIGHT CORROSION - RESISTANT METAL1.
NOTES
2
ENGINEERING SERVICES
AND TECHNOLOGY
3
FAUNA EXCLUSION FENCE
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006018
R0800-31 -
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 :
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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
50 DN GALV POST32 DN GALV POST
1167
( NOT FIXED )
CONTINUOUS LAPPED
FLOPPY TOP MESH
4000 3000
GROUND
20 D
OM
ED C
ON
CR
ETE
20 D
OM
ED C
ON
CR
ETE
CONCRETE FOOTING
POSTS SET IN 200 DIA.
600
CONCRETE.
20 MPa
MINIMUM
CONCRETE.
20 MPa
MINIMUM
OPENING
SIDE TO ALLOW FOR CORRECT
HINGES TO BE INSTALLED ON EITHER
900
900
900
900
32 DN GALV POST
20 D
OM
ED C
ON
CR
ETE
CONCRETE.
20 MPa
MINIMUM
900
MIN.
100
CONCRETE FOOTING
POSTS SET IN 300 DIA.
CONCRETE FOOTING
POSTS SET IN 300 DIA.CONCRETE FOOTING
POSTS SET IN 200 DIA.
CONCRETE FOOTING
POSTS SET IN 200 DIA.
TO ALLOW FOR OPENING OF GATE
AT UPTURN TO GATE STRUCTURE
GROUND MESH NOT FIXED
GRADE PIPE)
(XL 350 STRUCTURAL
PIPE 32 NM MIN.
GALVANIZED STEEL
STRUTS AT FENCE ANGLES
STEEL PIPE STRAINER
32 DN GALVANISED
(HINGE SIDE ONLY)
FOR OPENING OF GATE
CRANK TO BE ANGLED TO ALLOW
LOCKING
CHAIN
CABLE TIES AT 350 (MAX.) INTERVALS
( KNUCKLE / KNUCKLE MESH )
50 CHAIN-LINK FENCING FABRIC
3.15 DIA. HEAVILY GALVANIZED WIRE
GRADE PIPE)
( XL 350 STRUCTURAL
50 DN PIPE
GRADE PIPE)
( XL 350 STRUCTURAL
50 DN PIPE
MAINTENANCE GATE DETAILS
INTERMEDIATE POSTS FOOTING DETAILS STRAINER & CORNER POSTS FOOTING DETAILS INTERMEDIATE POSTS FOOTING DETAILS AT LOW POINT
ROAD POLICY, SPECIFICATIONS AND
3
ENGINEERING SERVICES
AND TECHNOLOGY
3
FAUNA EXCLUSION FENCEWITH GATE
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006018
R0800-31 -
TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED PRIOR
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
1. SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES
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
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STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
SE
AL WID
TH
FE
NC
E
250
EXIS
T.
250
ROAD CENTRELINE
SPLAY (FOR SEALED ROADS ONLY).
EDGE OF BITUMEN.
DELINEATORS ON THESE POSTS.
STRAINER POST
END POST
750
300
900
75
1275
STRAINER POST
ATTACHMENT. SEE SHEET 2.
FOR DETAILS OF MOBILE
INTERMEDIATE POST
150
INTERMEDIATE POST.
100
100
WELD BEND
SEE DETAIL 'A'
PAST STRAINER POST
CHAIN-LINK FENCING FABRIC TO BE STRAINED
PLAN
STARPICKETS AND STRAINER POSTS
POST, TWO ROWS ON INTERMEDIATE
THREE ROWS OF SIX 40 STAPLES ON END
DUPLICATED ON OTHER END
THIS SECTION TO BEGALVANIZED EYE BOLT
Ø 19 X 180 LONG
FABRIC ON BOTH SIDES
CHAIN-LINK FENCING
150
MIN.
50 MESH, WIRE Ø 4
COLOUR-BONDED CHAIN-LINK FENCING FABRIC, (BLACK)
3 m 3 m
ELEVATION
(4 REQ'D)
Ø 3 APPROVED WIRE
Ø 30 DRILL HOLE.
FRONT VIEW
SLIPPED THROUGH LOOPS
Ø 3 APPROVED WIRE
PLAN VIEW
Ø 8
Ø 5
50 LONG
50 X 50 X 1.6 RHS
DETAIL OF INTERMEDIATE POST
DETAIL 'A' - CABLE ASSEMBLY
THREADED
COARSE
GALVANIZED EYE BOLT.
Ø 19 X 180 LONG
(TWITCHED).
APPROVED WIRE
TWO STRANDS OF Ø 4
AND STOCK MOBILE ATTACHMENT
POSITION OF DELINEATORS
1 m
3 m 3 m3 m 3 m
1.5 m1.5 m
1.5 m
1 m
1.5 m
1 m
LAYOUT PLAN
SEALED AND UNSEALED ROADS.
EDGE OF FORMATION FOR BOTH
WID
TH
FO
RM
ATIO
N
ON OUTSIDE OF END POSTS (4 REQ'D).
STOCK 'SCARE' DEVICE PLACED
ACTUAL LENGTH TO DEPEND ON SITE CONDITIONS
60 m ( 20 AT 3 m CENTRES )
RMS SPECIFICATION R131
ACCORDANCE WITH
BE INSTALLED IN
DELINEATORS TO
ROAD POLICY, SPECIFICATIONS AND
APPROPRIATE STRAINER & INTERMEDIATE POSTS.
REFER TO MODEL DRAWING DS2014/005986 FOR DETAILS OF2.
TO THE STOCKRACE.
ERECT STANDARD 'STOCK' WARNING SIGN W5-214 ON EACH APPROACH1.
1
STOCKRACE DETAIL
ENGINEERING SERVICES
AND TECHNOLOGY
2
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006019
R0800-32 -
NOTES
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
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
500
STAINLESS STEEL SWIVEL
150
BAB
A A A
AAA
120
245
20
7
50
b
c
a
430
100
1800
ALUMINIUM PLATE
1.8 THICK BLACK ANODISED
LINKAGE DETAIL A
LINKAGE DETAIL B
REINFORCING DETAIL FOR ALL PLATE LINKS
c 25.4
b 13.8
a 3.2
CHAIN : GALV MS
GALVANIZED EYE BOLT
19 X 180 LONG
c 30.0
b 18.6
a 4.0
CHAIN:GALV MS
30 LONG, EACH SIDE
ATTACHED BY Ø 8 BOLT,
STEEL TUBING
25 X 25 X 3.2 GAUGE
FOR ATTACHMENT OF SWIVEL
WELD SPLIT CHAIN LINK TO CROSSBAR
OVER SHEET AND POP-RIVETTED.
0.8 THICK GALV. STEEL PLATE, FOLDED
ROAD POLICY, SPECIFICATIONS AND
2
ENGINEERING SERVICES
AND TECHNOLOGY
2
STOCKRACE DETAIL
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006019
R0800-32 -
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 :
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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
250
50
350
200
75
FENCE POST
CAP
AT 2700 CENTRES (MAX).
GALVANISED PIPE, 3.6 WALL, FENCE POST
DN 50 (59.3 OD) MEDIUM
RESERVE
ROAD
PROPERTY
PRIVATE
CONCRETE
20 MPA
MINIMUM
50
TYPIC
AL
GALVANISED PLATE
TREATED TO THE BOTTOM RAIL
LONG. BASE OF PALINGS TO BE PRESERVATIVE
100 WIDE HARDWOOD PALINGS 1500
Ø 10 GALVANISED BOLTS 75 LONG
10 M.S. GALVANISED CUPHEAD BOLTS
TREATED AND FIXED TO GALVANISED PLATES WITH
100 X 50 HARDWOOD RAILS TO BE PRESERVATIVE
AFTER FABRICATION.
PAINT WITH ZINC RICH PRIMER
WELDED TO POSTS (SEE DIAGRAM)
75 X 200 X 5 GALVANISED PLATE
450 R
OC
K
750 E
AR
TH
(MIN).
Ø 150
SECTION
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
PALING FENCE
NAILS - 50 LONG, 4 PER PALING.2.
PRIOR TO THE INSTALLATION OF THE FENCE.
THE RELEVANT ELECTRICITY AUTHORITY SHOULD BE CONTACTED
FOR FENCES INSTALLED NEAR HIGH VOLTAGE TRANSMISSION LINES.
SPECIAL REQUIREMENTS MAY APPLY TO THE ERECTION PROCEDURES1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006020
R0800-33 -
NOTES
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
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ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
WORK AREA
WORK AREA
STAR PICKET
EXISTING
ROADWAY
PLASTIC WEBBED FENCING.
EXISTING
ROADWAY
200
600
300
550
100
950
50
550
EXCAVATION.
FENCE
PLASTIC WEBBED
EXISTING ROAD.
CHAIN LINK
FOOTPATH
FENCING FABRIC
CAP
PLASTIC
WORK AREA
FENCING
PUBLIC AREA
ALL STAR PICKETS
PLASTIC CAPDELINEATOR
TIE WIRE
BEHIND FENCING.
BE PLACED ON SEPARATE PICKETS
SPACE IS NOT AVAILABLE, LAMPS ARE TO
THE PAVEMENT EDGE AND WHERE MINIMUM
OF 600 mm AND A MAXIMUM OF 3.0 m FROM
STAR PICKET TO BE PLACED A MINIMUM
IS ADJACENT TO TRAFFIC.
FITTED TO ALL PICKETS WHERE FENCING
TO EVERY 5TH PICKET AND DELINEATORS TO BE
STEADY AMBER LAMPS TO BE FITTED
END ELEVATION
FENCING FABRIC.
CHAIN LINK
BETWEEN POSTS.
TOP AND BOTTOM
TO FENCING WIRE AT
AND BOTTOM AND TIED
TO PICKETS AT THE TOP
FENCING TO BE WIRED
2.5 GALVANIZED WIRE.
50 OR 60 MESH PITCH
3 m
3 m
Ø 4 FENCING WIRE.
SINGLE STRAND
STRUT EACH END
TIMBER OR STEEL
4 FENCING WIRE.
SINGLE STRAND
ELEVATION
STRUT EACH END
TIMBER OR STEEL
IN PLASTIC WEBBED FENCING
WIRE TO PASS THROUGH LOOPS
SINGLE STRAND Ø 4 FENCING
TRAFFIC CROSSING ROAD.
TO DISCOURAGE PEDESTRIAN
CHAIN LINK FENCING FABRIC
SURROUNDING EXCAVATION.
PEDESTRIAN FENCING
PROVIDE AN ALL WEATHER SURFACE.
OTHER SUITABLE MATERIAL TO
COVERED WITH CRUSHED ROCK OR
TEMPORARY FOOTPATH TO BE
FROM ENTERING WORK AREA.
TO DISCOURAGE PEDESTRIAN TRAFFIC
PLASTIC WEBBED PEDESTRIAN FENCING
PLAN AT PICKET
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
1
TEMPORARY PEDESTRIAN SAFETY FENCEAT WORK SITES
CONTROL AT WORK SITES MANUAL
OF PEDESTRIANS, MUST BE READ IN CONJUNCTION WITH THE TRAFFIC
THE PROVISIONS IN THIS DRAWING, WHICH APPLY TO THE PROTECTION6.
NARROW TOPPED LOOPS TO BE PROVIDED.
TO BE SPACED AT 0.5 m INTERVALS. COLOUR IS TO BE ORANGE.
WEBS 50 WIDE AND SPACED 50 APART. DOUBLE SIDED VERTICALS ARE
THE PLASTIC WEBBED FENCING MUST BE 950 HIGH WITH 10 HORIZONTAL5.
R 201.
ALL FENCING MATERIALS TO BE IN ACCORDANCE WITH SPECIFICATION4.
TRAFFIC.
TRAFFIC ENTERING A WORK AREA NOT AFFECTED BY VEHICULAR
PLASTIC WEBBED WHERE IT IS DESIGNED TO PREVENT PEDESTRIAN
ERECTED WHERE FENCING IS ADJACENT TO VEHICULAR TRAFFIC, AND
PLASTIC WEBBED FENCING. CHAIN LINK FENCING FABRIC IS TO BE
THE FENCE TYPE IS TO BE EITHER CHAIN - LINK FENCING FABRIC OR3.
GRADE AND IS TO BE PROPERLY MAINTAINED.
FENCING IS TO BE NEATLY ERECTED ON A SATISFACTORY LINE AND2.
MUST BE PREVENTED FROM ENTERING WORK AREA.
FENCING IS TO BE PROVIDED AT ALL LOCATIONS WHERE PEDESTRIANS1.
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006021
R0800-34 -
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 :
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ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
CONCRETE FILL 20 MPA.
600
GALVANIZED WEATHER CAP.
100
900 O
R 1200
100
900 O
R 1200
GROUNDLEVEL
220 MAX. STEP.
220 MAX. STEP.
50 MIN.
HEAVYWEIGHT WELDED MESH
HEAVYWEIGHT WELDED MESH
PROPERTY
PRIVATE
RESERVE
ROAD
GROUND LEVEL.
50
TYPIC
AL
FOR STOCK LENGTHS.
MUST BE SUITABLE
FENCE DETAIL ON LEVEL OR NEAR LEVEL GROUND
BOLTS AND NUTS.
TYPICAL FIXING CLIPS,
FENCE POST 48.3 OD
1300 F
OR 1800 P
OST.
1000 F
OR 1500 P
OST.
Ø 220
DETAIL IN GROUND FENCE POST
FENCE DETAIL ON SLOPING GROUND
BRICK INFILL.
CONCRETE OR
NUTS AND BOLTS.
TYPICAL FIXING CLIPS,
13° MAX.
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
HEAVYWEIGHT WELDED MESH FENCING 1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006022
R0800-35 -
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
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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TOUCH UP WITH ZINC RICH PRIMER
SITE WELDED JOINT. GRIND FLUSH
42.4 X 3.2 CHS
ADHESIVE FASTENERS.
WITH MECHANICAL OR
MIN. 75 INTO WALL
2-M16 BOLTS
Ø 17.5 HOLES
HAND RAIL MOUNTING BRACKET.
2000 MAX. 200
8 PLATE.
75
145
100
R50
100
100
Ø 16 MS ROD.
WALL MOUNTED HANDRAIL ARRANGEMENT
DETAIL
NOT TO SCALE
A
--
A
--
ROAD POLICY, SPECIFICATIONS AND
TO BE IN ACCORDANCE WITH AS 1428.1
DIMENSIONS OF HANDRAIL NOT SHOWN AND ERECTION OF HANDRAIL2.
COMPLETED HAND RAIL SECTIONS TO BE HOT DIP GALVANIZED.1.
NOTES
1
WALL MOUNTED HANDRAIL
ENGINEERING SERVICES
AND TECHNOLOGY
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006023
R0800-36 -
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.
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ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0800 FENCING SERIES
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
600 MAX. (FROM FACE OF KERB)
1000
350
75
ROAD PAVEMENT
FOOTPATH PAVEMENT
RAMP 1 IN 10 (MAX.)
RAMP 1200 MIN.
REFLECTIVE WHITE TAPE
REFLECTIVE WHITE TAPE
REFLECTIVE RED TAPE250
(USED AS REQUIRED)
REFLECTIVE TAPE
CLASS 2
300
250
25
25
250 2525025
300 (MIN.)
25
25
(TAPE TO BE CLASS 2 WHEN REQUIRED)
DETAIL SHOWN ABOVE IS TYPICAL FOR 1200 HANDRAIL
800 MINIMUM
R 150
200 DIA. CONCRETE FOOTING
1500 DESIRABLE
(SEE NOTE 3 FOR COLOUR)
50 DN POWDER COATED PIPE
(SEE NOTE 5)
SLAB BUT MUST BE STABLE
METAL SLEEVE OR BOLTED TO
RAIL MAY BE SUPPORTED IN
RAMP TO CONFORM WITH AS 1428.1
SMOOTH INVERT TO BE PROVIDED
REFLECTIVE TAPE DETAIL
ROAD POLICY, SPECIFICATIONS AND
SUPPORT SLEAVE TO BE 65 DN STEEL PIPE.5.
R 201.
ALL MATERIALS TO BE USED IN ACCORDANCE WITH SPECIFICATION4.
PART 6A : PEDESTRIAN AND CYCLIST PATH.
NECESSARY) TO BE AS PER AUSTROADS GUIDE TO ROAD DESIGN
POWDER COATING COLOUR AND TARGET BOARD PROVISION (WHERE3.
GALVANIZED PIPE.
HOLDING RAIL TO BE FABRICATED FROM 50 DN X 2.9 WALL STEEL2.
CONCRETE FOOTINGS 20 MPa.1.
NOTES
1
ENGINEERING SERVICES
AND TECHNOLOGY
HOLDING RAIL (U-RAIL) DETAILS1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_006024
R0800-37 -
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