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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1800 (P
OST P
001 - W B
EA
M A
ND T
RA
NSITIO
N)
180
550
115
80
(DIMENSIONS FOR TRANSITION BLOCKOUT P005 SHOWN IN BRACKETS)
260
145
(95 T
RA
NS)
(65 T
RA
NS)
2100 (P
OST P
003 - T
HRIE B
EA
M)
190
(90 T
RA
NS)
(450 T
RA
NS)
8
110 150
180
115
80
SLOT
12X8
110
145
(95 T
RA
NS)
(65 T
RA
NS)
150 110
50
130
(P001)
110 150
360
180
SLOT 12X8
20
80
80
20
260
145
(P003)
110
50
260
50
4.3
55
4.3
18
R
/
(TOP ONLY).
MAX. 8.0 RAD./CHAMFER
MIN. 4.0 RAD./CHAMFER
Ø 18
Ø 18
- THRIE (P003)
POST - W BEAM (P001)
TRANSITION BLOCKOUT PIECE P005)
(W BEAM POST P001 TO BE USED WITH
Ø 18
Ø 8
Ø 8
Ø 18
BLOCKOUT PIECE - W BEAM (P002)
/CHAMFER EACH END
MIN 4 / MAX 8 RAD.
64X18
SLOT
64X18
SLOT
SLOT 64X18
Ø 18 /OR
110 ± 2
0.0-
7.0+
150 ± 2
SECTION THROUGH POST AND BLOCKOUT
SLOT 12X8
Ø 8 HOLE
ANGLE 90° ± 1.5°
8.0 ± 1.5R =
64X18
SLOT
- TRANSITION (P005)
BLOCKOUT PIECE - THRIE BEAM (P004)
/CHAMFER EACH END
MIN 4 / MAX 8 RAD.
Ø 8
Ø 18
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM SAFETY BARRIERSPOST AND BLOCKOUT COMPONENTS
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
BMT = BASE METAL THICKNESS2.
FABRICATION.
STEEL TO AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER
POSTS AND BLOCKOUT PIECES ARE FROM 4.3 BMT PLATE GRADE HA3001.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005929
R0710-01 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
65
350
110
6
150 12
20
260
12X8 SLOT
180
115
80
430
180
18 HOLES
180
350
65
145
BEAM POST (P003)
ATTACHMENT TO THRIE
Ø 8 HOLE
LEFT (L) FOR P007
RIGHT (R) FOR P006.SPECIFY NOTCH
(P006 /P007)
NOTCHED BLOCKOUT PIECE
(TOP ONLY)
MAX 8.0 RAD./CHAMFER
MIN. 4.0 RAD./CHAMFER
SECTION
NOT TO SCALE --
1 SECTION
NOT TO SCALE --
2
SLOTTED HOLE
18 X 64
1
--
1
--
Ø 18 HOLES
SLOTTED HOLE
18 X 64
ANGLE 90° ± 1.5°
R 10.5 ± 1.5
Ø 8 HOLE
2
--
2
--
BLOCKOUT
SECTION THROUGH
NOTCH RHS
USE ON VERGE
P006
NOTCH LHS
USE ON MEDIAN
P007
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED THRIE BEAM SAFETY BARRIERNOTCHED BLOCKOUT
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES EXCEPT3.
BMT = BASE METAL THICKNESS.2.
AS 1594, AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
BLOCKOUT PIECES ARE FROM 6 BMT PLATE GRADE HA300 STEEL TO1.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005930
R0710-02 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
45 190 45
280
25
200
60
80
60
W BEAM OR THRIE BEAM RAIL
DIRECTION OF TRAFFIC
20
85
6
(TO S
UIT INST
ALLATIO
N H
EIG
HT S
PE
CIFIE
D)
P002/P004/P006/P007
UNDER BOLT HEAD
NO WASHER TO BE USED
260
145 (T
HRIE)
110
50 (
W-B
EA
M)
VA
RIA
BLE
175
25
DRY PACK CEMENT MORTAR
TM
M20 BOLT
ON PLANS
LENGTH AS SPECIFIED
CUT TO REQUIRED
POSTS (P001/P003)
Ø 18
ELEVATION
(PP01)
20 mm BASE PLATE
45X24
4 SLOTS
ELEVATION
ENSURE A DESIGN FAILURE LOAD (FB10).
OF BOLT SHALL BE TURNED DOWN TO Ø 19 TO
TO AS 1111, THREAD LENGTH 50. SHANK
TWO (2) M20 X 100 LONG BOLTS (GRADE 4.6)
20 mm BASE PLATE (PL04)
SIMILAR PRODUCT ANCHORED CHEMICALLY.
INTERNALLY THREADED SLEEVE OR
HILTI HIS/HIS-R M20X170
Ø 30 HOLE
(FW01)
Ø 20 GALV WASHER
(FB10)
M20X100 LONG BOLT.
INSTALLATION DETAIL
BASE PLATE
DIRECTION OF TRAFFIC
DIRECTION OF TRAFFIC
BOLT CONFIGURATION
MEDIAN - BACK TO BACK
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM SAFETY BARRIERPOST ON BASE PLATE
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED DS2014_005932
-R0710-03
/
NOTES
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT6.
BOLTS SHALL BE SNUG TIGHT TO AS 4100.5.
THEN DIFFERENT LOCATIONS ARE USED.
SHOWN. WHERE BASE PLATES ARE USED FOR MEDIAN APPLICATIONS
SURFACE. THE CONFIGURATION OF THE BOLT LOCATIONS SHALL BE AS
TWO BOLTS ARE REQUIRED TO FASTEN THE BASE PLATE TO A RIGID4.
GALVANISED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 1214.
SERIES TO AS 1237. BOLTS AND WASHERS SHALL BE HOT DIP
HEXAGON BOLTS TO AS 1111 (GRADE 4.6). BLACK STEEL WASHERS,3.
GALVANISED TO AS 4680 AFTER FABRICATION.
WELDED TO BASE PLATE. POSTS AND PLATES HOT DIP
2. STEEL BASE PLATE ARE TO AS 3678, GRADE HD250. POSTS TO BE
R710-01.
CROSS-SECTION DIMENSIONS FOR POSTS ARE SHOWN ON
POSTS ARE FROM 4.3 BMT PLATE GRADE HA300 STEEL TO AS 1594.1.
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
R10
37
33
132
155
20
R10
20 mm SLIP BASE PLATE (PP02)
121
121
68
310
33
30
R10
30
43
38
R10
121
121
68
310
VA
RIA
BLE
20
ELEVATION
80
23
103
150
6
23
65 47 168
280
FW02
110
260
50 (
W-B
EA
M)
145 (T
HRIE)
25
175
DRY PACK CEMENT MORTAR
20 mm SLIP BASE PLATE (PL02)
ON PLANS
LENGTH AS SPECIFIED
CUT TO REQUIRED
POSTS (P001/P003)
Ø 18
INSTALLATION DETAIL
SLIP BASE PLATE
(FN01)
M16 HEX. NUT
TO AS 1111, THREAD LENGTH 50. (FB11)
4 M20 X 100 LONG BOLTS (GRADE 4.6)
SECTION
NOT TO SCALE --
1
DETAIL
NOT TO SCALE
A
--
A
--
1
--
1
--
PLATE
SLIP BASE
(FN01)
M16 HEXAGON NUT
WASHERS (FW02)
3 75X45X5 GALV
(FB04 / FB05)
M16X80 LONG BOLT
PLATE
BOTTOM
Ø 24
WASHERS (FW01)
4 Ø 20 GALV.
PRODUCT ANCHORED CHEMICALLY
SLEEVE IN Ø 30 HOLE OR SIMILAR
M20X170 INTERNALLY THREADED
20 mm BOTTOM PLATE (PL03)
20 mm BOTTOM PLATE (PP03)
SA/SM KERB
ROAD LEVEL
N12 AT 200 C/C
PLACED AS SHOWN
5 N12
300
500
BASE
SUBBASE(min 50mm cover to reinforcement)
32 MPa CONCRETE
FOOTING DETAIL
TYPiCAL CONCRETE STRIP
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM SAFETY BARRIERPOST ON SLIP BASE PLATE
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-04
ISSUED DS2014_005933
-
/
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
4. DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT
THE BOTTOM PLATE SHALL BE SNUG TIGHT TO AS 4100.
3. SLIP BASE PLATE NUTS TO BE TIGHTENED TO 25 Nm. BOLTS ATTACHING
REQUIREMENTS OF AS 1214.
WASHERS SHALL BE HOT DIP GALVANISED IN ACCORDANCE WITH THE
BLACK STEEL WASHERS, LARGE SERIES TO AS 1237. BOLTS, NUTS AND
(GRADE 5). NUTS SHALL BE TAPPED TO SUIT GALVANISED THREADS.
2. HEXAGON BOLTS TO AS 1111 (GRADE 4.6). HEXAGON NUTS TO AS 1112
GALVANISED TO AS 4680 AFTER FABRICATION.
POSTS TO BE WELDED TO BASE PLATE. POSTS AND PLATES HOT DIP
STEEL BASE PLATE AND BOTTOM PLATE ARE TO AS 3678, GRADE HA250.
CROSS-SECTION DIMENSIONS FOR POSTS ARE SHOWN ON R0710-01.
1. POSTS ARE FROM 4.3 BMT PLATE GRADE HA300 STEEL TO AS 1594.
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 :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
SEE SECTION 1 FOR DIMENSIONS.
540
18
4.3
55
4.3
R
140
80
75
65
R 50
180
260
540
140
80
120
120
80
20
360
80
75
65
R 50
20
360
150 110 110
140
110 150
1
--
1
--
/CHAMFER EACH END
MIN 4/ MAX 8 RAD.
NEARSIDE (PO16-P017)
ABRAHAM BLOCKOUT
FACE NOT SHOWN
ON ADJACENT
SLOT DETAIL
64X18
SLOT
SECTION
NOT TO SCALE --
3
SECTION
NOT TO SCALE --
4
(NS - P016, OS - P017)
60-120 RISE COMBINATION RISE
(NS - P018, OS - P019)
0-60 & 120-180
OFFSIDE (PO18-P019)
ABRAHAM BLOCKOUT
80X18
SLOT
80X18
SLOT
80X18
SLOT
2
--
2
--
/CHAMFER EACH END
MIN 4/ MAX 8 RAD.
SECTION
NOT TO SCALE --
1
SECTION
NOT TO SCALE --
2
3
--
3
--
4
--
4
--
150 ± 2
110 ± 2
64X18
SLOT
SLOT 12X8
Ø 8 HOLE
80X18
SLOT
0.0-
7.0+
ANGLE 90° ± 1.5°
R = 8.0 ± 1.5
80X18
SLOT
4
--
3
--
3
--4
--
SLOT 12X8
Ø 8 HOLE
64X18
SLOT
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
OS = OFFSIDE
NS = NEARSIDE4.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
BMT = BASE METAL THICKNESS2.
TO AS 1594, HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
BLOCKOUT PIECES ARE FROM 4.3 BMT PLATE, GRADE HA 300 STEEL1.
W BEAM SAFETY BARRIERABRAHAM BLOCKOUT
INTENDED USE
1
EXISTING POSTS UP TO 180 mm.
RAISE W-BEAM RAIL HEIGHT ON
BLOCKOUTS ARE USED TO
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005934
R0710-05 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(POSITION OF SLOTTED HOLES SHOWN).
TRAFFIC FACE
NE
UTR
AL A
XIS
156
300
156
108 108
20002000
312
108 108
81
312
14
LC
24 RAD
39
24 RAD
27
81
51 51
159159
(B002)
STIFFENER
FOR POST BOLT.
19X64 SLOTTED HOLE
(B001)
RAIL
FOR POST BOLT.
19X64 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE
FOR SPLICE BOLTS.
23X29 SLOTTED HOLES
FOR POST BOLT.
19X64 SLOTTED HOLE
SECTION THROUGH RAIL / STIFFENER
FOR SPLICE BOLT.
23X29 SLOTTED HOLE
BOLT.
HOLE FOR POST
19X64 SLOTTED
10°
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM RAIL AND STIFFENINGPIECE CONNECTION 1
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
BMT = BASE METAL THICKNESS.2.
350/2.7 BMT (OR SIMILAR)
FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL TO BE STAMPED
FABRICATION.
STEEL TO AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER
RAIL AND RAIL STIFFENING PIECES ARE FROM 2.7 BMT GRADE HA3501.
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005935
R0710-06 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
N
EU
TR
AL A
XIS
(POSITION OF SLOTTED HOLES SHOWN).
TRAFFIC FACE
502
LC
61
81
14
24 RAD
39
24 RAD
300
156
108 108
2000 2000
156
156
108 108
502
27
81
51 51
159 15910°
HOLE FOR POST BOLT.
19 X 64 SLOTTED
FOR SPLICE BOLT.
23 X 29 SLOTTED HOLE
SECTION THROUGH RAIL AND STIFFENER
(B004)
STIFFENER
FOR POST BOLT
19 X 64 SLOTTED HOLE
FOR POST BOLT
19 X 64 SLOTTED HOLEFOR POST BOLT
19 X 64 SLOTTED HOLE
FOR SPLICE BOLTS
23 X 29 SLOTTED HOLE
(3.5BMT - B028)
(2.7BMT - B003)
RAIL
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
THRIE BEAM RAIL (2.7BMT & 3.5BMT) ANDSTIFFENING PIECE CONNECTION
NOTES
OF 6000
RAIL B028 (3.5BMT) CAN BE SUPPLIED CURVED TO A MINIMUM RADIUS6.
OF 5000.
RAIL B003 (2.7BMT) CAN BE SUPPLIED CURVED TO A MINIMUM RADIUS5.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT4.
BMT = BASE METAL THICKNESS.3.
350/3.5BMT (OR SIMILAR).
RAIL B003 TO BE STAMPED 350/2.7 BMT. RAIL B028 TO BE STAMPED2.
FABRICATION. FLAME CUTTING TO RAIL IS NOT PERMITTED.
HA350 STEEL TO AS 1594, AND HOT DIP GALVANISED TO AS 4680 AFTER
B028 FROM 3.5 BMT RAIL AND RAIL STIFFENING PIECES SHALL BE GRADE
RAIL B003 AND RAIL STIFFENING PIECE B004 ARE FROM 2.7 BMT, RAIL1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005936
R0710-07 -
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(CROSS SECTION TO NEST WITH THRIE BEAM)
156
502
156
190
190
NEUTRAL AXIS
81
75 108 108
200
75
50
760
FOR SPLICE BOLTS
23X29 SLOTTED HOLES
(OPTIONAL)
19X64 SLOTTED HOLE Ø 25 HOLES
THRIE BEAM TERMINAL CONNECTOR
(B006)
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
THRIE BEAM SAFETY BARRIERTERMINAL CONNECTORS
INTENDED USE
PRACTISES.
INCLUDING ITS APPEARANCE, AND ACCEPTED MANUFACTURING
BE THOSE CONSISTENT WITH THE PROPER FUNCTIONING OF THE PART,
DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE INTENDED TO4.
BMT = BASE METAL THICKNESS3.
TERMINAL CONNECTORS TO BE STAMPED 350/2.7 BMT (OR SIMILAR).
FLAME CUTTING TO TERMINAL CONNECTORS IS NOT PERMITTED.2.
AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
TERMINAL CONNECTORS ARE FROM 2.7 BMT GRADE HA350 STEEL TO1.
1
NOTES
AND STRUCTURES.
TO ATTACH THRIE BEAM TO RIGID BARRIERS
THESE TERMINAL CONNECTORS ARE USED
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005937
R0710-08 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
502
312
1000
108 108 63
1000
108 1086351
2318
51
SECTION
CROSS
W BEAM
SECTION
CROSS
THRIE BEAM
SLOT 23X29
SPLICE BOLT
SLOT 19X64
POST BOLT
(B007)
W BEAM TO THRIE BEAM TRANSITION RAIL
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM SAFETY BARRIERW BEAM TO THRIE BEAM TRANSITION
NOTES
1
PRACTICES.
INCLUDING ITS APPEARANCE, AND ACCEPTED MANUFACTURING
THOSE CONSISTENT WITH THE PROPER FUNCTIONING OF THE PART,
DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE INTEND TO BE3.
BMT = BASE METAL THICKNESS.2.
STAMPED 350/2.7 BMT (OR SIMILAR)
CUTTING TO TRANSITION IS NOT PERMITTED. TRANSITION TO BE
AND HOT DIPPED GALVANISED TO AS 4680 AFTER FABRICATION. FLAME
TRANSITION RAIL PIECE FROM 2.7 BMT GRADE HA350 STEEL TO AS 15941.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005938
R0710-09 -
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 :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
108108
312
108 108
2000
(POSITION OF SLOTTED HOLES SHOWN)
14
TRAFFIC FACE
NE
UTR
AL A
XIS
312
81
LC
81
27
24 RAD
3924 RAD
108108
2000
108 108
2000
108 108
159
51
159
51
159
5151
159
(B009)
W BEAM NESTING RAIL
(B008)
W BEAM HALF LENGTH RAIL SECTION THROUGH RAIL AND STIFFENER
FOR POST BOLT.
19X64 SLOTTED HOLEFOR POST BOLT.
19X64 SLOTTED HOLE
FOR SPLICE BOLTS.
23X29 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE FOR POST BOLT.
23X29 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE
FOR SPLICE BOLT.
23X29 SLOTTED HOLE
BOLT.
HOLE FOR POST
19X64 SLOTTED
10°
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM NESTING RAIL ANDHALF LENGTH RAIL
NOTES
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
BMT = BASE METAL THICKNESS.2.
IS NOT PERMITTED. RAIL TO BE STAMPED 350/2.7 BMT (OR SIMILAR)
GALVANISED TO AS 4680 AFTER FABRICATION. FLAME CUTTING TO RAIL
RAILS ARE FROM 2.7 BMT GRADE HA350 STEEL TO AS 1594 AND HOT DIP1.
1
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005939
R0710-10 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(POSITION OF SLOTTED HOLES SHOWN).
TRAFFIC FACE
502
108 108
2000
156
156
108 108
502
27
61
81
14
24 RAD
39
24 RAD
81
159 159
10°
HOLE FOR POST BOLT
19 X 64 SLOTTED
NE
UTR
AL
AXIS
SECTION THROUGH RAIL
FOR SPLICE BOLT.
23 X 29 SLOTTED HOLE
FOR POST BOLT
19X64 SLOTTED HOLE
FOR SPLICE BOLTS
23X29 SLOTTED HOLES
(B029 - 3.5BMT)
(B010 - 2.7BMT)
THRIE BEAM HALF LENGTH RAIL
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
THRIE BEAMHALF LENGTH RAIL
NOTES
1
RAIL 3.5BMT CAN BE SUPPLIED CURVED TO A MINIMUM RADIUS OF 60006.
RAIL 2.7BMT CAN BE SUPPLIED CURVED TO A MINIMUM RADIUS OF 5000.5.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT4.
BMT = BASE METAL THICKNESS.3.
350/2.7 BMT. RAIL B028 TO BE STAMPED 350BMT/3.5BMT (OR SIMILAR).
FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL B010 TO BE STAMPED 2.
FABRICATION.
HA350 STEEL TO AS 1594, AND HOT DIP GALVANISED TO AS 4680 AFTER
RAIL B010 FROM 2.7 BMT, RAIL B029 FROM 3.5 BMT. RAIL SHALL BE GRADE1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005940
R0710-11 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(POSITION OF SLOTTED HOLES SHOWN).
TRAFFIC FACE
502
27
LC
61
81
14
24 RAD
39
24 RAD
HOLE FOR POST BOLT.
19 X 64 SLOTTED
156
156
108 108
10001000 5005001000
502
108 108
81
4000
159 159
SECTION THROUGH RAIL
FOR SPLICE BOLT.
23 X 29 SLOTTED HOLE
NE
UTR
AL
AXIS
10°
( B027 - 3.5BMT)
THRIE BEAM RAIL FOR TRANSITION TO RIGID BARRIER
FOR POST BOLT
19X64 SLOTTED HOLEFOR SPLICE BOLTS
23X29 SLOTTED HOLES
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
THRIE BEAM 3.5 BMT RAIL FORTRANSITION TO RIGID BARRIER 1
NOTES
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES 3.
BMT = BASE METAL THICKNESS.2.
STAMPED 350/3.5 (OR SIMILAR).
FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL B027 TO BE
AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
RAIL B027 FROM 3.5BMT. RAIL SHALL BE GRADE HA350 STEEL TO 1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005941
R0710-12 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
DEVELOPED WIDTH 300
25 RAD.
6
3165
28
64
38 RAD.
141
6
76
76
50
12
50 100
6
400
100 100 50
ANCHOR BRACKET (B015)
END ELEVATION ELEVATION
TO ANCHOR PLATE.
RAIL PROFILE IN RELATION
Ø 28 HOLE
4 EACH SIDE
FOR SPLICE BOLTS.
23 X 29 SLOTTED HOLES
Ø 18 HOLES OR
Ø 28 HOLE
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W-BEAM RAIL TERMINALCOMPONENT ANCHOR BRACKET
NOTES
1
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES 4.
GALVANISED TO AS 4680.
WELDING IS TO AS 1554.1. FABRICATED PRODUCT AND HOT DIP 3.
AS 3678.
END PLATE IS FROM 12.0 BMT PLATE GRADE HA250 STEEL TO 2.
AS 1594.
ANCHOR PLATE IS FROM 6.0 BMT PLATE GRADE HA250 STEEL TO 1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005942
R0710-13 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
(POSITION OF SLOTTED HOLES SHOWN).
TRAFFIC FACE
NE
UTR
AL A
XIS
52
156
108 108
24602000160
312
81
312
14
52
24 RAD
39
24 RAD
27
81
108 108
VARIABLE
(POSITION OF DRILLED HOLES SHOWN).
FOR SPLICE BOLT.
23X29 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE
(B030)
MAINTENANCE RAIL
FOR GALVANISING PURPOSES
23X29 SLOTTED HOLE
FOR POST BOLT.
19X64 SLOTTED HOLE
CONFORM WITH ADJOINING RAIL.
TO BE DRILLED ON SITE TO
23 DIA HOLES FOR SPLICE BOLTS
DRILLED ON SITE
POST BOLT TO BE
19 DIA HOLE FOR
ON SITE MODIFICATION TO BLANK END
SECTION THROUGH RAIL
10°
FOR SPLICE BOLT.
23X29 SLOTTED HOLE
BOLT.
HOLE FOR POST
19X64 SLOTTED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM RAIL MAINTENANCE RAIL(FOR VARIABLE GAP CONNECTION)
BACK OF AN OVERLAP.
BARRIER INSTALLATION SO THAT THE MODIFIED END IS LOCATED AT THE
MAINTENANCE RAIL (B030) SHALL BE POSITIONED IN THE SAFETY3.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT2.
STAMPED 350/2.7 BMT (OR SIMILAR) BMT = BASE METAL THICKNESS.
FABRICATION. FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL TO BE
STEEL TO AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER
RAIL AND RAIL STIFFENING PIECES ARE FROM 2.7 BMT GRADE HA3501.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005948
R0710-14 -
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 :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
250
57
32
2 CHAMFER
50
32 18
19RAD
RAD
16.8 MAX.
14.0
6
6
25
45
2 CHAMFER
75 3
5
7.9
8.7
36 ± 1
(SEE DETAIL)
OVAL SHOULDER
M16X50 POST BOLT
FOR RAIL CONNECTION TO BLOCKOUT PIECE
MUSHROOM HEAD POST BOLT (FB01) & NUT (FN01)
HEAD M16 HEX. NUT
DETAIL OF SHOULDER
WASHER (FW03)
RECTANGULAR
22 0.4
6 ± 0.4
M16X32 SPLICE BOLT
7.9
8.7
0.4-0.0+
(SEE DETAIL)
OVAL SHOULDER
HEAD
STRUCTURAL BOLT
TO SUIT M16
OVERSIZED M16 HEX. NUT
36 ± 1
NUT (FN02) FOR RAIL TO RAIL CONNECTION
MUSHROOM HEAD SPLICE BOLT (FB03) AND OVERSIZED
M16X250 POST BOLT
FOR RAIL CONNECTION TO TIMBER POST #1 IN MELT
HEXAGON HEAD POST BOLT (FB07) & NUT (FN01)
M16 HEX. NUT
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
M16 BOLTS & NUTS - RAIL
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
TIGHTENED BY HAND. NUTS SHALL BE SNUG TIGHT TO AS 4100.
TO BE SUCH THAT THE NUT SHALL TOUCH THE OVAL SHOULDER WHEN
THE LENGTH OF THREAD ON MUSHROOM HEADED BOLTS FB01 & FB032.
REQUIREMENTS OF AS 1214.
AS 1627 AND SHALL BE HOT DIP GALVANISED IN ACCORDANCE WITH THE
GALVANISED THREADS. BOLTS, NUTS AND WASHERS TO BE TREATED TO
IDENTICAL TO AS 1252 (CLASS 8.8). NUTS SHALL BE TAPPED TO SUIT
SPLICE BOLT FB03 AND NUT FN02 TO HAVE PHYSICAL PROPERTIES
TO AS 1111 (GRADE 4.6). HEXAGON NUT FN01 TO AS 1112 (GRADE 5).
POST BOLTS FB01 & FB07 TO HAVE PHYSICAL PROPERTIES IDENTICAL1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005950
W BEAM / THRIE BEAM RAIL FASTENER COMPONENTS
R0710-15 -
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 :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
240
65
200
30
52
3 THICK
40
22
39
25
BLOCKOUT CONNECTION TO POST
M16X30 BOLT (FB02) AND NUT (FN01)
SOIL PLATE CONNECTION TO POST - TT
M20X40 BOLT (FB09) & NUT (FN04)
14.1
14.8
WASHER (FW01)
Ø 20 GALV. ROUND
SOIL PLATE CONNECTION TO STEEL TUBE - MELT
M20X200 BOLT (FB08),WASHERS (FW01) AND NUT (FN04)
STRUT AND YOKE CONNECTION TO STEEL TUBE - MELT
M20X240 BOLT (FB06), WASHERS (FW01) AND NUT (FN04)
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
HEXAGON HEAD BOLTS AND NUTS
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
NUTS SHALL BE SNUG TIGHT TO AS 4100.2.
ACCORDANCE WITH THE REQUIREMENTS OF AS 1214.
WASHERS TO BE TREATED TO AS 1627 AND HOT DIP GALVANISED IN
BLACK STEEL WASHERS, LARGE SERIES TO AS 1237. BOLTS NUTS AND
(GRADE 5). NUTS SHALL BE TAPPED TO SUIT GALVANISED THREADS.
HEXAGONAL BOLTS TO AS 1111 (GRADE 4.6). HEXAGON NUTS TO AS 11121.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005951
W BEAM / THRIE BEAM RAIL FASTENER COMPONENTS
R0710-16 -
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 :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100
50
19
25
45
75 5
50
100
5 20
19
80
VA
R
80
40
5 20 40
FW02 (75X45X5)
LOAD AS SPECIFIED.
DOWN TO ENSURE A DESIGN FAILURE
SHANK OF BOLT SHALL BE TURNED
(ALTERNATIVE FOR FB04)
M16X80 BOLT (FB05)
FAILURE LOAD AS SPECIFIED.
DOWN TO Ø 19 TO ENSURE A DESIGN
SHANK OF BOLT SHALL BE TURNED
BASE PLATE CONNECTION TO CONCRETE SURFACE
AND WASHER (FW01) FOR
M20X100 BOLT WITH SHANK TURNED DOWN (FB10)
BOTTOM PLATE (PL03) CONNECT. TO CONC. SURFACE
M20X100 BOLT (FB11) AND WASHER (FW01)
WASHER (FW02)
RECTANGULAR
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM - POSTS BASE PLATE ANDSLIP BASE PLATE HEXAGON HEAD BOLTS AND NUTS
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
NUT FN01 FOR SLIP BASE PLATE TO BE TIGHTENED TO 25Nm.
BOLTS FB09 AND FB10 SHALL BE SNUG TIGHT TO AS 4100.2.
GALVANISED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 1214.
WASHERS TO BE TREATED TO AS 1627 AND SHALL BE HOT DIP
BLACK STEEL WASHERS, LARGE SERIES TO AS 1237. BOLTS, NUTS AND
(GRADE 5). NUTS SHALL BE TAPPED TO SUIT GALVANISED THREADS.
HEXAGONAL BOLTS TO AS 1111 (GRADE 4.6). HEXAGON NUTS TO AS 11121.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005952
R0710-17 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
25
18
20
80
360
FB12FW04
FN03
DELINEATION UNIT
6
125
82.5
1010 80
R 20 R 20
100
20
DELINEATION UNIT (P008, P009, P010)
ELEVATION
P010 (SINGLE YELLOW RETROREFLECTOR ONLY)
P009 (SINGLE RED RETROREFLECTOR ONLY)
P008 (RED/WHITE RETROREFLECTORS)
HOLES
MOUNTING
Ø 8
(3 - 5 THICK)
MOUNTING PLATE
TO AS/NZS 1906.2
80 X 125
SHEETING TYPE RETROREFLECTOR
OR
TO AS/NZS 1906.2
TYPE RETROREFLECTOR
DISCRETE DEVICE
PIECE
BLOCKOUT
(OPTIONAL)
REAR SPACER
PLATE OR SEPARATE
EITHER MOULDED WITH
SPACER 4 THICK
TO BLOCKOUT PIECE
DELINEATION UNIT CONNECTION
M6 NUT (FN03)
WASHER (FW04) AND
M6X25 BOLT (FB12),
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM SAFETY BARRIERDELINEATION UNIT
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005963
REQUIREMENTS OF AS 1214.
AS 1627 AND HOT DIP GALVANIZING IN ACCORDANCE WITH THE
NORMAL SERIES TO AS 1237. BOLTS, NUTS AND WASHERS TREATED TO
TAPPED TO SUIT GALVANISED THREADS. BLACK STEEL WASHERS,
(GRADE 4.6). HEXAGON NUTS TO AS 1112 (GRADE 5). NUTS SHALL BE
OR AN APPROVED FASTENING SYSTEM. HEXAGONAL BOLTS TO AS 1111
(OR POSTS) USING M6X25 HEXAGONAL BOLT WITH NUT AND WASHER,
MOUNTING PLATES SHALL BE ATTACHED TO THE INSIDE OF BLOCKOUTS4.
ATTACHED FOR OFFSIDE INSTALLATION (P010).
INSTALLATION (P009). A YELLOW RETROREFLECTOR SHALL BE
A RED RETROREFLECTOR SHALL BE ATTACHED FOR NEARSIDE
RETROREFLECTOR ATTACHED TO ONE SIDE ONLY.
ON ONE-WAY CARRIAGEWAYS THE MOUNTING PLATE SHALL HAVE THE
AND WHITE RETROREFLECTORS ATTACHED ON OPPOSITE SIDES (P008).
ON TWO-WAY CARRIAGEWAYS THE MOUNTING PLATE SHALL HAVE RED3.
-ACRYLONITRILE POLY-CARBONATE [ASA/PC]).
ULTRA VIOLET STABLE MATERIAL (SUCH AS ACRYLATE-STYRENE-
THE MATERIAL USED FOR MOUNTING PLATES MUST BE A HIGH IMPACT,2.
LIGHTING EXISTS.
DELINEATION UNITS ARE USUALLY NOT REQUIRED WHERE STREET 1.
R0710-18 -
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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[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
P001
FN01
FB02
FN01
P002
OF P
AVE
ME
NT C
ROSSF
ALL
BLO
CK
OU
T T
O E
XTE
NSIO
N
ME
AS
UR
ED A
T F
AC
E O
F
730 ± 20
P001
P002
(WHERE REQUIRED)
P008/P009/P010
FN01
FN01
FB02
FN02
B002
FB03
B001
FN02 FB
03
FB01
2000
TRAF
FIC
FB01
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
AASHT0 G4 W BEAMASSEMBLY
SCHEDULE OF COMPONENTS
QTY
2
DESCRIPTIONITEM № - REF DRAWING
P001 1800 STEEL POST FOR W BEAM
2P002 360 BLOCKOUT PIECE FOR W BEAM
1B001 4000 W BEAM RAIL
1B002 300 W BEAM STIFFENING PIECE
2FB01 M16 × 50 MUSHROOM HEAD BOLT - POST
4FB02 M16 × 30 HEXAGON BOLT - POST
8FB03 M16 × 32 MUSHROOM HEAD BOLT - SPLICE
6FN01 M16 NUT
8FN02 M16 OVERSIZED NUT (18 DEEP)
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-19
ISSUED DS2014_005965
-
/
NOTES
DIRECTION AS SHOWN IS ESSENTIAL.
1. RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC
- R0710-01
R0710-01
- R0710-06
- R0710-06
- R0710-15
- R0710-16
- R0710-15
- R0710-15
- R0710-15
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 :
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[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
P003
(WHERE REQUIRED)
P008/P009/P010FN
01FB02
FN01
P004
GROUND LINE
OF B
LO
CK
OU
T
ME
AS
UR
ED A
T F
AC
E
825 ± 20
P003
P004
FN02
FN01
FN01
FB02
B004
B003
FB03
FB01
FB01
TRAF
FIC
2000
FN02
FB03
1
1
1
THRIE BEAM ASSEMBLYUSING STANDARD BLOCKOUTS
SCHEDULE OF COMPONENTS
QTYDESCRIPTIONITEM № - REF DRAWING
22100 STEEL POST FOR THRIE BEAMP003
2P004 550 BLOCKOUT PIECE FOR THRIE BEAM
1B003 4000 THRIE BEAM RAIL
1B004 300 THRIE BEAM STIFFENING PIECE
2FB01 M16 × 50 MUSHROOM HEAD BOLT - POST
4FB02 M16 × 30 HEXAGON BOLT - POST
12FB03 M16 × 32 MUSHROOM HEAD BOLT - SPLICE
6FN01 M16 NUT
12FN02 M16 OVERSIZED NUT (18 DEEP)
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-20
ISSUED DS2014_005966
1
/
NOTES
DIRECTION AS SHOWN IS ESSENTIAL.
1. RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC
- R0710-01
- R0710-01
- R0710-07
- R0710-07
- R0710-15
- R0710-15
- R0710-15
- R0710-15
- R0710-16
27/06/2017 SFRRail height corrected
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
APPLICATION
MEDIAN
P007
P003
FN01
FB02
FN01 P003
P006
GROUND LINE
OF B
LO
CK
OU
T
ME
AS
UR
ED A
T F
AC
E
885 ± 20
(WHERE REQUIRED)
P008/P009/P010
FN01
FB02
FN01
P006
FN02 B0
04
FB03
B003
FB01
FN02
FB03
FB01
2000
TRAF
FIC
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED THRIE BEAM ASSEMBLYUSING NOTCHED BLOCKOUTS
NOTES
885 mm AS AGAINST 825 mm FOR STANDARD BLOCKOUT
DIMENSION FROM GROUND LINE TO TOP OF BLOCKOUT IS
SCHEDULE OF COMPONENTS
QTY
2
DESCRIPTIONITEM № - REF DRAWING
2100 STEEL POST FOR THRIE BEAMP003- DS2014/005929
2
P006
THRIE BEAM (VERGE APPLICATION)
430 NOTCHED BLOCKOUT PIECE FOR
P007- DS2014/005930
OR
- DS2014/005930
THRIE BEAM (MEDIAN APPLICATION)
430 NOTCHED BLOCKOUT PIECE FOR
1B003- DS2014/005936 4000 THRIE BEAM RAIL
1B004- DS2014/005936 300 THRIE BEAM STIFFENING PIECE
2FB01- DS2014/005950 M16 × 50 MUSHROOM HEAD BOLT - POST
4FB02- DS2014/005951 M16 × 30 HEXAGON BOLT - POST
12FB03- DS2014/005950 M16 × 32 MUSHROOM HEAD BOLT - SPLICE
6FN01- DS2014/005950 M16 NUT
12FN02- DS2014/005950 M16 OVERSIZED NUT (18 DEEP)
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005967
DIRECTION AS SHOWN IS ESSENTIAL.
RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC1.
R0710-21 -
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
TRAF
FIC
FB01
B009
FB01
B009
2000
FB01
2000
FB01
B009
2000
FB01
2000
FB01B001
B002
FN01
P002
P001
FN01
P002
P001FN01
P002
OF B
LO
CK
OU
T
ME
AS
UR
ED A
T F
AC
E
730 ± 20
GROUND LINEP001
FN01
P001
P002
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
AASHT0 G4 W BEAMNESTED RAIL ASSEMBLY
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-22
ISSUED DS2014_005968
-
/
NOTES
RAIL CONNECTIONS NOT SHOWN ON THIS DRAWING.
2. FASTENERS FOR BLOCKOUT TO POST AND RAIL TO
SHOWN IS ESSENTIAL
IN RELATION TO TRAFFIC DIRECTION AS
1. RAIL LAP, POST AND BLOCKOUT ORIENTATION
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
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DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
FB01
B011
FN01
B011
FB01
2000
NEST
ED SE
CTIO
N
TRAF
FIC
P006
P003FN
01
P006
P003FN01
OF B
LO
CK
OU
T
ME
AS
UR
ED A
T F
AC
E
885 ± 20
GROUND LINE
P006
P003FN
01
P003
FB01
2000
FB01
B011
2000
FB01
2000
B003
FB01
B004
P003
AND BLOCKOUT
ALTERNATIVE POST
FN01
P004
OF B
LO
CK
OU
T
ME
AS
UR
ED A
T F
AC
E
825 ± 20
GROUND LINE
1
1
1
THRIE BEAMNESTED RAIL ASSEMBLY
885 mm AS AGAINST 825 mm FOR STANDARD BLOCKOUT
DIMENSION FROM GROUND LINE TO TOP OF BLOCKOUT IS
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-23
ISSUED DS2014_005969
1
/
NOTES
NOT SHOWN ON THIS DRAWING.
2. FASTENERS FOR BLOCKOUT TO POST AND RAIL TO RAIL CONNECTIONS
DIRECTION AS SHOWN IS ESSENTIAL.
1. RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC
9/10/17 SFRStandard blockout height changed to 825mm
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
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
P003
OR
P001
LIMIT
S O
F H
OLE
100
300
Ø 400
BASE O
F POS
T
TO DRIVING STEEL POST.
BACKFILL TO BE COMPACTED PRIOR
IN HARD GROUND
STEEL POST (P001/P003)
P013
Ø 600
Ø 400
LIMIT
S O
F H
OLE
100
POST (P013) - MELT
TIMBER BREAKAWAY LINE
BASE O
F POS
T
LIMIT
S O
F H
OLE
100
300
IS NOT D
RIVAB
LE
ONLY W
HEN PO
ST / T
UBE
Ø 400 H
OLE REQUI
RED
BASE O
F POS
T
P015
OR
P011
Ø 400
PP06
675
THAN 95% RELATIVE COMPACTION.
BACKFILL SHALL BE COMPACTED TO NOT LESS
CEMENT MAY BE ADDED TO THIS BACKFILL.
CLEAN, WELL GRADED, GRANULAR MATERIAL.
BACKFILL AROUND STEEL TUBES SHALL BE
NON-CEMENTITIOUS GRANULAR EXCAVATING THE POSTS HOLES.
BACKFILL AROUND POSTS SHALL BE CLEAN WELL GRADED,
TUBE/POST WITH SOIL PLATE - MELT AND TT
75
HOLE
Ø 600
HOLE
Ø 400
(PP06)
SOIL PLATE
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
W BEAM AND THRIE BEAM POST INSTALLATIONHARD GROUND AND TERMINALS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005970
R0710-24 -
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.
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DRAWING TO :
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DOCUMENT VER.
SCAN TO CHECK
R0710 SAFETY BARRIER SERIES - SEMI-RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
BATTER HINGE POINT
DIRECTION OF TRAFFIC
MIN
500
EDGE OF PAVEMENT / TRAFFIC LANE
MAXIMUM
10 : 1 SLOPE
1000
min
BATTER HINGE POINT
DIRECTION OF TRAFFIC
EDGE OF PAVEMENT / TRAFFIC LANE
MIN
500
1000
min
POINT OF REDIRECTION (MELT)
TO MANUFACTURERS SPECIFICATIONS
POINT OF REDIRECTION (WRSB) - REFER
TO MANUFACTURERS SPECIFICATIONS
POINT OF REDIRECTION (WRSB) - REFER
POINT OF REDIRECTION (TT)
TERMINAL RAIL (B026)
MODIFIED TT USING STRAIGHT
X
Y
X = DYNAMIC DEFLECTION OF WRSB
DESIGN GUIDE PART 6.
AUSTROADS GUIDE TO ROAD
FLARE IN ACCORDANCE WITH
DESIGN GUIDE PART 6.
AUSTROADS GUIDE TO ROAD
FLARE IN ACCORDANCE WITH
CONTINUOUS SAFETY BARRIER SYSTEM
EACH SYSTEM IS CRITICAL FOR MAINTAINING A
THE OVERLAP OF POINTS OF REDIRECTION FOR
WRSB ANCHOR BLOCK
WRSB ANCHOR BLOCK
INDICATIVE POST LOCATIONS
PLAN - W BEAM BARRIER TO WRSB TRANSITION
PLAN - WRSB TO W BEAM BARRIER TRANSITION
Y = DYNAMIC DEFLECTION OF W BEAM BARRIER
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
NOTES
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17 R0710-25
ISSUED DS2014_005982
-
/
3. REFER TO R0730-08 FOR TT DETAILS.
2. REFER TO R0730-06 FOR MELT DETAILS.
INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.
1. WIRE ROPE SAFETY BARRIER INCLUDING ANCHORAGE DETAIL SHALL BE
ONE WAY ROADSWIRE ROPE BARRIER TRANSITION TO W-BEAM BARRIER
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