standard drawing r0710-01 · standard drawing no. rev date amendment / revision description wvr no....
TRANSCRIPT
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.
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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
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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
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 :
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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
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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 :
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[email protected] SHEET OF
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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
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REV.
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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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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
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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REV.
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DOCUMENT VER.
SCAN TO CHECK
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
30
30 140 800 140
4 50-150
4 50-150
6 mm BMT PLATE
100
60 125
125
155
560
180
100
W - 20 112
4 50-150
4 50-150
6 mm BMT PLATE
100
60 125
125
155
560
180
100
140 400 400 140
15X40 SLOTTED HOLES
980
W = WIDTH OF TOP TYPE F BARRIER
1080
R 12
b
b
STIFFENER
EQUAL ANGLE
50 X 50 X 6
AT OPENING FOR POWER SUPPLY PIT
TYPE F BARRIER - GALVANISED COVER ASSEMBLY (B023)
ELEVATION
STIFFENER
EQUAL ANGLE
50 X 50 X 6
Ø 20 LIFTING HOLES
BARRIER
END ELEVATION - SINGLE SIDED
BARRIER
END ELEVATION - MEDIAN
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPE 'F' CONCRETE BARRIER GALVANISEDCOVER ASSEMBLY 1100 mm OPENINGS
OCCUPATIONAL HEALTH AND SAFETY NOTE
NOTES
MIN TWO PERSON LIFT IS RECOMMENDED.
SINGLE SIDED BARRIER UNIT (W = 230) - 56 kg
SINGLE SIDED BARRIER UNIT (W = 150) - 52 kg
MEDIAN BARRIER UNIT - 51 kg
APPROXIMATE MASS OF THESE UNITS ARE:
b
b
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005946
STEEL ANGLE ATTACHED TO THE TYPE 'F' CONCRETE BARRIER.
TO BS 4168 PT.6, REQUIRED FOR FASTENING COVER ASSEMBLY TO
6 "UNBRAKO" M12X40 BUTTON HEAD SOCKET SCREWS, OR EQUIVALENT,5.
SEE DS2014/005960 FOR ASSEMBLY DETAILS.4.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.
WELDING SHALL BE TO AS 1554.1. WELDING SYMBOLS TO AS 1101.32.
AS 4680.
AS 3679.1 AND HOT DIPPED GALVANISED TO THICKNESS OF Z600 TO
COVER ASSEMBLY FROM 6.0 BMT GRADE 250 STEEL TO AS 3678 AND
BENDS.
COVER PLATES SHALL BE BENT FROM ONE PLATE WITH R12 MIN AT1.
R0720-01 -
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
R 250
125
180
840
80
1100
660
230 90
150
150
SPLIT CARRIAGEWAY
600
R 250
125
150
150
80
180
560
820
##
23060 60
STRANDS
2/Ø 12.7
*
STRANDS
2/Ø 12.7
*
R 250
##
125
180
660
80
920
620
230
150
150
STRANDS
2/Ø 12.7
*
MEDIAN - TL4MEDIAN - TL3 MEDIAN - TL5 "TALL WALL"
180
80
##
R 250
80
180
R 250
125
150
150
125
60 230
MIN
60 - 105
*
STRANDS
2/Ø 12.7
84°
*
560 - 990
820 - 1250
MA
X. SPLIT 150 **
600 - 675
560 - 840
70
1
1
2
1
TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITU
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
ISSUED
R0720-02
DS2014_005956/
2
SECTIONS AND PROFILES - MEDIAN
NOTES
SFRDetails amended24/11/17
DIMENSION NOTES
**
*
SPECIFIED IN AS5100
& TO RESIST THE LATERAL LOADS
DESIGNED TO ACT AS A RETAINING WALL
SPILTS GREATER THAN 150mm MUST BE
TO ALLOW FOR FUTURE OVERLAYS.
MAXIMUM UPSTAND DIMENSION SHALL BE 80
DEPTH DEPENDENT ON PAVEMENT DESIGN
MINIMUM DIMENSION DEPTH OF 80,##
ASSESSING SAFETY HARDWARE (MASH).
9. TEST LEVELS (TL) NOTED ARE IN ACCORDANCE WITH THE MANUAL FOR
FACE.
8. CONTRACTION JOINTS SHALL BE SAW CUT 50 mm DEEP INTO THE BARRIER
7. ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT AS SHOWN.
SHALL BE 50.
AS 1311. MINIMUM COVER AT OPENINGS, EXPANSION JOINTS AND ENDS
6. LONGITUDINAL REINFOCEMENT:- 2/12.7 DIA SUPER GRADE STRANDS TO
JOINTS AT 4.5 m.
WITH JOINTS IN THE ADJOINING BASE. OTHERWISE PROVIDE CONTRACTION
5. CONCRETE PAVEMENT JOINTS WILL BE COMPATABLE WITH AND COINCIDE
4. MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa.
3. TERMINAL TREATMENTS VARY WITH SPEED ZONE.
Ø 28 DOWELS (240 LONG).
OR BE DOWELLED TO A RIGID PAVEMENT AT 1000 C/C USING
2. BARRIER SHALL HAVE A MINIMUM EMBEDMENT DEPTH OF 80
1. MINIMUM OFFSET FROM TYPE F BASE TO EDGE LINE - 500.
Adoption of MASH heights / QR Code Removed SML14/6/19
14.6.19
SML
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
TO ROAD DESIGN - PART 6: ROADSIDE DESIGN, SAFETY AND BARRIERS.
FOR APPROPRIATE VALUE REFER TO AUSTROADS GUIDE
"Y" = WORKING WIDTH WHICH VARIES WITH CROSSFALL, SPEED AND DESIGN VEHICLE.
BRID
GE PIE
R O
R R
ET
AININ
G W
ALL
"Y"
1000
MINIMUM MEDIAN WIDTH 1650
500
EDGE LINE
800
650 500
250
R 50
290
5
50
EDGE LINE
150
150
150
150
75
240180
25
TYPE 'VCB' AGAINST WALLS/PIERS
TYPE 'VCB' VERTICAL SAFETY BARRIER
STRANDS
5/Ø 12.7
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPE 'VCB' VERTICAL CONCRETE SAFETY BARRIERCAST-IN-SITU SECTION
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005958
AS SHOWN.
ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT6.
ENDS SHALL BE 50.
TO AS 1311. MINIMUM COVER AT OPENINGS, EXPANSION JOINTS AND
LONGITUDINAL REINFORCEMENT:- 5/12.7 DIA SUPER GRADE STRANDS5.
ADJOINING BASE. OTHERWISE PROVIDE JOINTS AT 4.5 m.
JOINTS WILL BE COMPATABLE WITH AND COINCIDE WITH JOINTS IN THE
COVER TO REINFORCEMENT SHALL BE 50. ON CONCRETE PAVEMENT
MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa. CLEAR4.
TERMINAL TREATMENTS VARY WITH SPEED ZONE.3.
SHOWN.
BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION AS2.
MINIMUM OFFSET FROM TOE OF BARRIER TO EDGE LINE - 500.1.
R0720-03 -
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
SECTION
--
2
100 dia PVC conduits.
Tack weld M12 nut to angleTack weld M12 nut to angle
100
250
250
100
100
50
100
63
25
40
25
40
820
40
60
6
;
.
.
`
.
.O
O.
..
.
.
.'
'
, `
`,,
-
,
.
\'
.
6675
`.
. .
.O
O.
..
.
.
.'
'
, `
`,,
-
,
.
\'
.
;
15
60
40
1100
740
14 ø hole
100 x 100 x 6 equal rolled steel angle
anchor.
approved chemical
14 ø holes for M12
100 x 100 x 6 equal rolled steel angle
centrally in opening
Cable pit to be located
Extruded or precast barrier.
Finished surface at concrete barrier
concrete barrier.
and finish flush with longitudinal edges of
1:3 cement mortar infill to extend all around pit
embedment.
anchor. 100mm minimum
M12 approved chemical
rolled steel angle
100 x 100 x 6 equal
fibrous-cement sheet
1080x700x15 compressed
Socket Screw
M12x40 Button Head
rolled steel angle
100 x 100 x 6 equal
see R0720-01 for details
Cover Assembly (B023)
Socket Screw
M12x40 Button Head
ELEVATION
SINGLE SIDED BARRIER
SECTION
--
3
SECTION
--
1
2
-2
-
1
--
--
1
1
1
1
TYPE F CONCRETE BARRIER. DETAIL OF POWERSUPPLY OPENING. 1100 WIDE OPENING
NOTES
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED /DS2014_005960
1R0720-04
to AS 4680.
and hot-dipped galvanised to thickness Z600
3. Steel angle shall be grade 250 to AS 3679.1
galvanised to AS1214.
Nuts and washers shall be hot dipped
2. Nuts to AS 1112. Washers to AS 1237.
to the barrier.
pavement so that cover plates can fit square
normal to the longitudinal grade of the
1. Barrier ends at openings shall be finished
SFRMedian Barrier detail removed24/11/17
ProjectWiseQRCodeLayer
STANDARD DRAWING No.
REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL
A3
SCALES ON A3 SIZE DRAWING
05
10
15
20
25
30
35
40
45
50m
m O
N A
3 SIZ
E O
RIGIN
AL
THIS D
RA
WIN
G M
AY B
E P
REP
AR
ED IN C
OLO
UR A
ND M
AY B
E IN
CO
MPLETE IF C
OPIE
D
PREPARED BY
© Roads and Maritime Services
ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN
QR CODE
REV.
CONTACT DETAILS
DRAWING TO :
SEND FEEDBACK ON THIS STANDARD
[email protected] SHEET OF
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
R 250
125
80
180
##
23085 60
500
"Y"
250 MIN
BA
CKFIL
L
CO
MP
AC
TE
D
ROADSIDE DESIGN, SAFETY AND BARRIERS.
AUSTROADS GUIDE TO ROAD DESIGN - PART 6:
FOR APPROPRIATE VALUE REFER TO
CROSSFALL, SPEED AND DESIGN VEHICLE.
"Y" = WORKING WIDTH WHICH VARIES WITH
NOTES
150
150
2/ Ø 12.7 STRANDS
125
180
840
80
1100
565
230 90
150
150
505
R 250
125
150
150
80
180
560
820
##
23060 60
STRANDS
2/Ø 12.7
*
STRANDS
2/Ø 12.7
*
##
125
180
660
80
920
525
230
150
150
STRANDS
2/Ø 12.7
*
VERGE - TL4VERGE - TL3 VERGE - TL5 "TALL WALL"
70
HINGE POINT
BACKFILL
COMPACTED
250 MIN
HINGE POINT
BACKFILL
COMPACTED
250 MIN
HINGE POINT
BACKFILL
COMPACTED
250 MIN
MIN 500 MIN 500 MIN 500
AB
OVE G
RO
UN
D O
BSTR
UC
TIO
N
SINGLE SIDED BARRIER WITH WORKING WIDTH
560 - 840
820 - 1100
1
1
2
1
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
ISSUED
R0720-05
DS2014_005962/
2
NOTES
SFRNote relating to barriers on top of retaining walls amended24/11/17
EXTENT OF IMPACT
NOTE: A RISK ASSESSMENT MAY BE REQURIED TO DETERMINE THE
LOAD HEIGHT SPECIFIED IN AS5100
SHALL BE DESIGNED TO RESIST THE LATERAL LOADS & EFFECTIVE
LOCATED ON A BRIDGE APPROACH�
IDENTIFIED AS A BRIDGE BARRIER�
LOCATED AT, OR ADJACENT TO, THE TOP OF RETAINING WALLS �
BARRIERS THAT ARE:
TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITUSECTIONS AND PROFILES - VERGE
ASSESSING SAFETY HARDWARE (MASH).
9. TEST LEVELS (TL) NOTED ARE IN ACCORDANCE WITH THE MANUAL FOR
FACE.
8. CONTRACTION JOINTS SHALL BE SAW CUT 50 mm DEEP INTO THE BARRIER
7. ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT AS SHOWN.
SHALL BE 50.
AS 1311. MINIMUM COVER AT OPENINGS, EXPANSION JOINTS AND ENDS
6. LONGITUDINAL REINFOCEMENT:- 2/12.7 DIA SUPER GRADE STRANDS TO
JOINTS AT 4.5 m.
WITH JOINTS IN THE ADJOINING BASE. OTHERWISE PROVIDE CONTRACTION
5. CONCRETE PAVEMENT JOINTS WILL BE COMPATABLE WITH AND COINCIDE
4. MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa. CLEAR
3. TERMINAL TREATMENTS VARY WITH SPEED ZONE.
Ø 28 DOWELS (240 LONG).
SHOWN OR DOWELLED TO A RIGID PAVEMENT AT 1000 C/C USING
2. BARRIER SHALL BE PLACED IN FRONT OF COMPACTED BACKFILL AS
1. MINIMUM OFFSET FROM TYPE F BASE TO EDGE LINE - 500.
Adoption of MASH heights / QR Code Removed SML14/6/19
SML
14.6.19
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
200
125
70
100 100
200
150
125
20070
150
125
BLACK
ANODISED
BLACK
ANODISED
BLACK
ANODISED
BLACK
ANODISED
/GREE
N REF
LECTI
VE M
ATERIAL.
DIA
MOND G
RAD
E FL
UORES
CEN
T YE
LLO
W
"SLA
SH"
/GREEN REFLEC
TIVE MATER
IAL.
DIAM
OND G
RAD
E FLUORESC
ENT YELLO
W
"SLASH"
125
R 20R 20R 20 R 20
SECTION
NOT TO SCALE --
3SECTION
NOT TO SCALE --
2
1.6
SECTION
NOT TO SCALE --
1
2
-
3
-
2
-
3
-
75
45
45
15
15
75
1
-
20
100
HOLES
EXTRUDE
EPOXY
10 DIA.
60
60
20
100
1
- PLAN
HOLES
EXTRUDE
EPOXY
10 DIA.
("SLASH" FRONT AND BACK, SEE NOTE 2)
NARROW MEDIAN APPLICATION
("SLASH" APPROACH SIDE ONLY, SEE NOTE 3)
VERGE APPLICATION
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CONCRETE BARRIERDELINEATION UNIT
LANE - TWO WAY SITUATIONS.
VERGE APPLICATION WILL REQUIRE SLASH ON BOTH SIDES IN TWO3.
WIDE MEDIAN APPLICATION REQUIRES SLASH ON APPROACH SIDE ONLY.2.
R132.
FOR MATERIAL AND SPACING REQUIREMENTS REFER TO SPECIFICATION1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005964
R0720-06 -
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
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DOCUMENT VER.
SCAN TO CHECK
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
B003
TRAFFIC
P006
ALL POSTS P003 - ALL BLOCKOUT PIECES P004
B012
P003
P004
P003
P004
BLOCKOUT PIECE (P004)
B006 POST (P003)
STANDARD POST SPACING
P003
5 SPACES @ 1 000
TWO SECTIONS OF 2.7BMT THRIE BEAM NESTED
SINGLE SECTION OF 3.5BMT THRIE BEAM OR
OR B027
B012 (NESTED)
/ TYPE F BARRIER
END OF BRIDGE WINGWALL
2 SPACES @ 500
BARRIER / PARAPET
TYPE F CONCRETE
TWO SECTIONS OF 2.7BMT THRIE BEAM NESTED (ONE SET INSIDE THE OTHER)
SINGLE SECTION OF 3.5BMT THRIE BEAM OR
EXTENT OF TRANSITION FOR SCHEDULE OF QUANTITY PURPOSES INCLS RAIL COMPONENTS B012 (3 OFF) / B027-B012 AND B006.
1
--
1
--
SECTION
NOT TO SCALE --
1
STANDARD DRAWINGS
REFER TO BRIDGE
PLAN - THRIE BEAM TRANSITION
ELEVATION - THRIE BEAM TRANSITION
2
1
1
THRIE BEAM CONNECTION TO TYPE F BARRIER ORPARAPET ON CONCRETE BRIDGES
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
ISSUED
R0720-07
DS2014_005979/
1
TRANSITION.
NOTCHED BLOCKOUT PIECE P006/P007 NOT TO BE USED IN THIS2.
STRENGTH TO ACCEPT FULL IMPACT LOADING.
BRIDGE PARAPETS / TYPE F BARRIER MUST BE OF ADEQUATE1.
NOTES
14.6.19 SMLTransition Post Updated (Sheet 2) / QR Code Removed SML
14.6.19
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES
B001
P002
P001
TRAFFIC ALL POSTS P003 - ALL BLOCKOUT PIECES P004
P005 P004
B007
BLOCKOUT PIECE (P004)
B006 POST (P003)
STANDARD POST SPACING 5 SPACES @ 1 000
OR B027
B012 (NESTED)
EXTENT OF TRANSITION FOR SCHEDULE OF QUANTITY PURPOSES INCLS RAIL COMPONENTS B007, B012 (2 OFF)/B027 AND B006.
TWO SECTIONS OF 2.7BMT THRIE BEAM NESTED (ONE SET INSIDE THE OTHER)
SINGLE SECTION OF 3.5BMT THRIE BEAM OR
2 SPACES @ 500
/ CONCRETE TYPE F BARRIER
END OF BRIDGE WINGWALL
BARRIER / PARAPET.
TYPE F CONCRETE
TWO SECTIONS OF 2.7BMT THRIE BEAM NESTED
SINGLE SECTION OF 3.5BMT THRIE BEAM OR
SECTION
NOT TO SCALE --
1
1
--
1
--
STANDARD DRAWINGS
REFER TO BRIDGE
PLAN - W BEAM TRANSITION
ELEVATION - W BEAM TRANSITION
P003P001
2
1
2
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
ISSUED DS2014_005979/
1
TRANSITION.
NOTCHED BLOCKOUT PIECE P006/P007 NOT TO BE USED IN THIS2.
STRENGTH TO ACCEPT FULL IMPACT LOADING.
BRIDGE PARAPETS / TYPE F BARRIER MUST BE OF ADEQUATE1.
NOTES
THRIE BEAM CONNECTION TO TYPE F BARRIER ORPARAPET ON CONCRETE BRIDGES
1R0720-07R0720-07
14.6.19 SMLTransition Post Updated / QR Code Removed SML
14.6.19
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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STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
385
80
180
#
230
100
30
#
70 160
500
125
R 250
80
180
560
#
230 60
250 MIN
BACKFILL
COMPACTED
TYPE 'F' SHAPE
SECTION A
# DEPTH DEPENDENT ON PAVEMENT TYPE. MIN 80 mm
SECTION A
EDGE OF P
AVEMENT TY
PE "S
F" KE
RB
1340
5500 MINIM
UM AP
PROAC
H TR
ANSITI
ON LE
NGTH
'SF' KERB SHAPE
TYPE "F" S
HAPE
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPE 'F' CONCRETE SAFETY BARRIERTRANSITION TO TYPE 'SF'
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED
R0720-08
DS2014_005980/
-
NOTES
4. ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT WHERE SHOWN.
R0730-09.
TO REINFORCEMENT SHALL BE 50. REINFORCEMENT AS SHOWN IN
3. MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa. CLEAR COVER
ZONES AT OR BELOW 70 km/h.
2. THIS TYPE OF TERMINAL TREATMENT IS ONLY SUITABLE WITH SPEED
1. MINIMUM OFFSET FROM KERB/BARRIER BASE TO EDGE LINE IS 500.
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
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DOCUMENT VER.
SCAN TO CHECK
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
80
180
#
350
600
125 125
100
140
30
270
125
R 250
80
180
560
#
600
60230400 MIN
350 MIN
250 MIN
TYPE 'F' SHAPE
SECTION A
# DEPTH DEPENDENT ON PAVEMENT TYPE. MIN 80 mm
ELSHOLZ KERB SHAPE
TYPE "F" S
HAPE
NARROW MEDIAN
ALTERNATE TRANSITION
SECTION A
1340
ELSH
OLZ KE
RB
NARROW
MEDIAN
SECTION A
5500 MINIM
UM AP
PROAC
H TR
ANSITI
ON LE
NGTH
600
600
600
1340
ELSH
OLZ KE
RB
EDGE OF P
AVEMENT
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED
R0720-09
DS2014_005981/
-
NOTES
4. ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT WHERE SHOWN.
CLEAR COVER TO REINFORCEMENT SHALL BE 50.
3. MIN. CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa.
ZONES AT OR BELOW 70 km/h.
2. THIS TYPE OF TERMINAL TREATMENT IS ONLY SUITABLE WITH SPEED
1. MINIMUM OFFSET FROM KERB/BARRIER BASE TO EDGE LINE IS 500.
TYPE 'F' CONCRETE SAFETY BARRIER MEDIAN TRANSITI
TO ELSHOLZ REDIRECTIVE KERB
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
R0720 SAFETY BARRIER SERIES - RIGID
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
180
230
320 MIN.
15030 30
150
710
40
125
R 250
180
230
250 MIN
5500 MINIM
UM AP
PROAC
H TR
ANSITI
ON LE
NGTH
1340
TYPE 'S
A' KE
RB
500
WITH G
UTTE
R
TYPE 'F' S
HAPE
8%
8%
8%
8%
8%
500
40
125
80
120
25 EXPANSION JOINT
EDGE OF P
AVEMENT
500 500
40
80
120
COMPACTED BACKFILL
500
400
250
210
175
3/16 DIA. GALVANISED DOWELS
F72 MESH
@ 500 C/C
16 DIA. STEEL BARS
660
180
410
125
R 250
180
230
500
40
125
80
120
600 500
40
80
120
500
400
250
210
175
3/16 DIA. GALVANISED DOWELS
F72 MESH
@ 500 C/C
16 DIA. STEEL BARS
2/12.7 DIA. STRANDS @ 150 C/C.
F72 MESH
3/16 DIA. GALVANISED DOWELS
16 DIA. STEEL BARS @ 500 C/C.
EXISTING KERB & GUTTER
560
560
60 60
385
30
IS USED BARS TO BE DOWELLED AT CONSTRUCTION JOINT)
16 DIA. STEEL BARS @ 500 C/C (WHEN EXISTING TYPE SA GUTTER
SECTION A
ISOMETRIC
SECTION B
'SA' KERB SHAPE
(HALF TYPE "F' KERB) (FULL TYPE 'F' KERB)
SECTION B
(FULL TYPE 'F' KERB)
(HALF TYPE "F' KERB)
SECTION A
IN SPEED ZONES IN EXCESS OF 70 km/h.
THIS KERB TRANSITION IS NOT TO BE USED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
TYPE 'F' CONCRETE SAFETY BARRIER TRANSITIONTO TYPE 'SA' KERB AND GUTTER
CLEAR COVER TO REINFORCEMENT SHALL BE 50.6.
MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPA.5.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.4.
12.7 DIA. STRANDS SHALL BE SUPER GRADE TO AS 1311.3.
F72 WELDED WIRE REINFORCING FABRIC TO AS 1304.2.
THE ADJOINING BASE.
TERMINALS) WILL BE COMPATIBLE WITH AND COINCIDE WITH JOINTS IN
JOINTS IN CONCRETE SAFETY BARRIERS (INCLUDING SLOPED END1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005984
NOTES
R0720-10 -
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
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ORIGINAL ISSUE DATE
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DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1500
150 200
Ø 22 HOLE
25
150
400
38
1740
2065
18
1800
140
25
50
100
260
50
180
390 440
1075
5
600
300
50
400
400
260
5
140 50
60.3
(END POST ONLY)
185
+0/-3
600
225 150 225
150(NOM) 200(NOM)
MANUFACTURER'S DISCRETION.
ALTERNATE LOCATION AT
DRAIN HOLE 25 RAD / 25 CHAMFER
+0/-3
135
Ø 18 HOLES
Ø 21 HOLE FOR SLEEVE
Ø 61 HOLE
BREAKAWAY POST (P012)
SHORT TIMBER
STEEL PLATE
6 THICK
Ø 22 HOLE
SOIL PLATE (PP06)
POST SLEEVE (FW06)
BREAKAWAY TERMINAL
STRUT AND YOKE ASSEMBLY (P014)
RECTANGULAR STEEL TUBE
150 X 50 X 5.0
WASHERS (FW01).
WITH M20 NUT (FN04) AND 2 Ø 20
M20X240 HEX. BOLTS (FB06)
Ø 22 HOLE
BREAKAWAY POST (P011)
FOR SHORT TIMBER
RECTANGULAR STEEL TUBE
AS 4680 AFTER FABRICATION.
HOT DIP GALVANSED TO
FABRICATED STEEL TUBE
200 X 150 X 6.0
STRUT DETAILS
STEEL TUBE
150 X 50 X 5.0
HOLES
Ø 18
Ø 85 HOLES
LINE POST (P013)
TIMBER BREAKAWAY
YOKE DETAILS
RAD.
8 MAX
HOLE
SLOTTED
22 X 50
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CONDITIONS) TO AS 1604.
PRESERVATIVE TREATED TO HAZARD LEVEL H4 (H5 IN EXTREME WET
ALL TIMBER POSTS TO BE GRADE F8 AUSTRALIAN SLASH PINE3.
GRADE 250 IN ACCORDANCE WITH AS/NZS 1594.
STEEL TUBES AND SOIL PLATES SHALL BE FABRICATED FROM STEEL2.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT1.
1
NOTES
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005931
R0730-01 -
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)POST, TUBE AND YOKE DETAILS
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
1350
108
108
SETOUT DIMENSIONS ON ANCHOR RAIL BEFORE CURVING
465
100 100
100
R. 60002000
STRAIGHT
2000
R. 40 000
SLOTTED HOLES FOR POST BOLTS ARE OPTIONAL IN THIS RAIL
4318
159
159
159
DETAIL
NOT TO SCALE
A
--
TERMINAL RAIL 1 - ANCHOR RAIL (B016)
ELEVATION
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE19 WIDE X 64 LONG
FOR POST BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
SEE DETAILA
--
PLAN
TERMINAL RAIL 2 (B017)
ELEVATION
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
19 WIDE X 64 LONG
FOR POST BOLT
SLOTTED HOLE
19 WIDE X 64 LONG
FOR SPLICE BOLT
SLOTTED HOLE
23 WIDE X 29 LONG
FOR SPLICE BOLTS
8 SLOTTED HOLES
PLAN
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MELT AND TT TERMINALS - W BEAM RAILTERMINAL RAIL DETAIL
FOR SECTION DIMENSIONS SEE DRAWING DS2014/005935.3.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT2.
BMT = BASE METAL THICKNESS.
IS NOT PERMITTED. RAIL TO BE STAMPED 350/2.7 BMT (OR SIMILAR)
GALVANISED TO AS 4680 AFTER FABRICATION. FLAME CUTTING TO RAIL
RAIL IS FROM 2.7 BMT GRADE HA350 STEEL TO AS 1594 AND HOT DIPPED1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005943
R0730-02 -
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
20
27
50
30
5
30
6 RAD.
60
10 R. (TYPICAL)
100
90
202
100
25
18°
275 R.
60
45°
90 160
100
198
77
50
275 R. (BEFORE BENDING)
DIAPHRAGM PLATE (B018)
2
--
2
--
1
--
1
--SLOTTED HOLES
2 / 23 X 100
Ø 150 HOLE
Ø 4/20 HOLE
23 x 100 SLOTTED HOLE
SECTION
NOT TO SCALE --
1 SECTION
NOT TO SCALE --
2
HOLE (VERTICAL)
23X29 SLOTTED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.
DIP GALVANISED TO AS 4680 AFTER FABRICATION.
DIAPHRAGM FROM 3.0 BMT GRADE HA250 STEEL TO AS 1594 AND HOT1.
DIAPHRAGM PLATE DETAILS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005944
R0730-03 -
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
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DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
TIMBER POST (P012) STEEL END POST (P015)
2 DIAPHRAGM PLATES (B018)
M16 BOLT (FB07)
45°
275 R.
141°
710
277
100
100
M16 BOLT (FB07)
141°
710
277
45°
275 R.
25
80
40
520
690
400
30
140
440
135
135
216 216
990
160
160
160
160
216
160
50
190
55
2230
2450
110 110
12 OFF
SPLICE BOLTS (FB03)
Ø 19 HOLE
23 X 29
2 SLOTTED HOLES
23 X 70
6 SLOTTED HOLES23 X 29
4 SLOTTED HOLES
R. 6000
W BEAM RAIL
R. 6000
W BEAM RAIL
2
--
2
--
2
--
2
--
1
--
1
--
1
--
1
--
PLATES
DIAPHRAGM
NO
4 OFF
SPLICE BOLTS (FB03)
ASSEMBLED END - MELT
ELEVATION
(FB03)
SPLICE BOLT(FB03)
SPLICE BOLT
190
R28
220 R
EF
53°
53°
SECTION
NOT TO SCALE --
2
2 SLOTTED HOLES
2 SLOTTED HOLES
190
R28
SECTION
NOT TO SCALE --
1
MELT AND TRAILING TERMINAL
BUFFERED END SECTION (B019)
PLAN - MELT PLAN - TRAILING TERMINAL
ASSEMBLED END - TRAILING TERMINAL
ELEVATION
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
BUFFERED END SECTION DETAILS
BOLTS / NUTS SHALL BE SNUG TIGHT TO AS 4100.3.
EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.
AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
BUFFERED END SECTION FROM 2.7 BMT GRADE HA350 STEEL TO1.
MELT AND TRAILING TERMINAL
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005945
R0730-04 -
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
36
26
50
M24 STUD THREADED ENTIRE LENGTH
WITH NUTS FULLY WOUND
SWAGED FITTING MAX Ø 40 TO GIVE BREAKING STRENGTH OF 200 kN
2000 ± 10
180 ± 5 180 ± 5
CABLE ASSEMBLY (FC01)
(FN05)
CABLE ASSEMBLY
M24 NUT FOR
WASHER (FW05)
Ø 24 GALV. ROUND
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
CABLE ASSEMBLEY AND FASTENERS
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.5.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT4.
AS 1214.
BE HOT DIP GALVANISED IN ACCORDANCE WITH THE REQUIREMENTS OF
AS 1237. NUTS AND WASHERS TO BE TREATED TO AS 1627 AND SHALL
GALVANISED THREAD. BLACK STEEL WASHERS , LARGE SERIES TO
HEXAGON NUTS TO AS 1112 (GRADE 5). NUTS SHALL BE TAPPED TO SUIT3.
GALVANISED STEEL NUTS AND TWO 5 THICK GAL. STEEL WASHERS.
CABLE SHALL BE SUPPLIED WITH TWO 36 THICK M24 HEXAGON2.
AS 3569.
INDEPENDENT WIRE ROPE CORE, GALVANISED, RIGHT REGULAR LAY TO
CABLE TO BE MINIMUM Ø 20 6X19 OR 6X25 WIRE STRAND CORE OR1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005949
MELT AND TRAILING TERMINAL
R0730-05 -
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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ORIGINAL ISSUE DATE
JANUARY 2017
DOCUMENT VER.
SCAN TO CHECK
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
STEEL TUBE (P011)
(TIMBER POST NO. #1)
SOIL PLATE (PP06)
STEEL TUBE (P011)
SOIL PLATE (PP06)
2000
BOLT
STRUT
STRAIGHT
2000 3 @ 1333 SPACING
TIMBER BREAKAWAY LINE POSTS
RAIL (B016) RAIL (B017)
BOLT
2000 2000
STIFFENER
RAIL (B001)
3 000 MIN T
O HIN
GE P
OIN
T
1 250
665
MAXIMUM
10 : 1 SLOPE POINT
BATTER HINGE
400
245
135
65
1000
MIN.
STANDARD POST SECTIONS
15
1000
MIN.
SLOPE 4:1 OR FLATTER
TAPER
5:1
1
--
1
--
2
--
2
--
TIMBER POST BLOCKOUTS IN THE STANDARD POST SECTION.
TANGENT LINE PROJECTED FROM THE FACE OF THE LAST TWO
3
--
3
--PLAN
POST NO.
FOR ASSEMBLY DETAIL
SEE DS2014/005972
#1
ANGLE
SHELF
#2
ANGLE
SHELF
#3
ANGLE
SHELF
#4
ANGLE
SHELF
#5
ANGLE
SHELF
#6
POSTS
STEEL
OF RAIL
MEASURED AT BACK6 m RADIUS 40 m RADIUS
NO BOLTS THROUGH RAIL TO POST
ELEVATION
(CURVED ON SITE)
R100 m
SECTION
NOT TO SCALE --
1
(TIMBER POST NO.#2)
SECTION
NOT TO SCALE --
2 SECTION
NOT TO SCALE --
3
(TIMBER POSTS NO.S #3, #4, #5 & #6)
SECTION
BUFFERED END
730 ± 20
HEAD AND NUT.
RECTANGULAR WASHERS UNDER
THROUGH TIMBER POST & RAIL
BOLT (FB07) SHALL EXTEND
AWAY POST (P012)
SHORT TIMBER BREAK-
ANGLE
SHELF
W BEAM BLOCKOUT PIECE (P002) TO BE BOLTED TO THE TIMBER POST
AWAY POST (P012)
SHORT TIMBER BREAK-
ANGLE
SHELF LINE POST (P013)
TIMBER BREAKAWAY
TO ADJACENT UNSHIELDED ROADSIDE AREAS.
IF A CLEAR RUNOUT PATH IS NOT POSSIBLE, THIS AREA SHOULD BE SIMILAR IN CHARACTER
SHALL BE TRAVERSABLE AND FREE FROM FIXED OBJECT HAZARDS TO THE EXTENT PRACTICABLE.
THIS IS GATING TERMINAL. AN AREA 18.0 m x 6.0 m BEHIND AND BEYOND THE TERMINAL
ROAD POLICY, SPECIFICATIONS AND
11
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)GENERAL ARRANGEMENT
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005971
A LENGTH OF 8 METRES.
AND PAYMENT THE MELT SYSTEM EXTENDS FROM POST #1 TO POST #6,
4. TOTAL LENGTH OF MELT IS 12 m HOWEVER FOR SCHEDULES OF QUANTITY
FLAME CUTTING OF GALVANIZED POSTS AND RAIL IS NOT PERMITTED.3.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.2.
CONDITIONS) TO AS 1604.
PRESERVATIVE TREATED TO HAZARD LEVEL H4 (H5 IN EXTREME WET
ALL TIMBER POSTS SHALL BE GRADE F8 AUSTRALIAN SLASH PINE1.
NOTES
R0730-06 -
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 40
125
190
125
200
BUFFERED END & ANCHORAGE ASSEMBLY
SOIL PLATE (PP06)
200
100
(B019)
STRUT AND YOKE ASSEMBLY
RAIL (B016)
BUFFERED END SECTION
ANCHOR PLATE (B015)
TOP OF TUBE
GROUND LINE 50
DIAPHRAGM (B018)
STEEL TUBE (P011)
D
--
BREAKAWAY POSTS (P012)
SHORT TIMBER
PLAN
TUBE (P011)
RECTANGULAR STEEL
(FP01)
BEARING PLATE
POST (P012)
SHORT TIMBER
(FC01)
CABLE ASSEMBLY
Ø 21 HOLE
POST SLEEVE (FW06)
BREAKAWAY TERMINAL
END POST
DETAIL
NOT TO SCALE
A
--
(FC01)
CABLE ASSEMBLY
(B015)
ANCHOR PLATE
DETAIL
NOT TO SCALE
B
--
RECTANGULAR WASHERS (FW03)
WITH M16 NUT (FN01) AND 2
M16X250 HEX HEAD BOLT (FB07)
A
--
AND 2 Ø 20 WASHERS (FW01)
(FB08) WITH M20 NUT (FN04)
M20X200 HEX. HEAD BOLT
ELEVATION
Ø 64 HOLE
B
--
C
--
(PL08)
SHELF ANGLE
ASSEMBLY (P014)
STRUT AND YOKE
DETAIL
NOT TO SCALE
C
--
POSTS #2 TO #6
SHELF ANGLE & BLOCK ASSEMBLY
DETAIL
NOT TO SCALE
D
--
BUFFERED END SECTION
SPLICE BOLTS (FB03) 12 OFF
R. 6000
W BEAM RAIL
SHELF ANGLE (FP02)
19 X 25
SLOT
STEEL PLATE
6 THICK
BEARING PLATE (FP01)
Ø 28 HOLE
PLATE
16 THICK
P013
P012 OR
P002
FB07
FN01
FP02
FB01
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
MODIFIED ECCENTRIC LOADER TERMINAL (MELT)BUFFERED END AND ANCHORAGE DETAIL
THIS DRAWING TO BE READ IN CONJUNCTION WITH DS2014/005971.4.
REFER TO DS2014/005971 FOR POST INSTALLATION3.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.2.
WHERE ALLOWABLE TOLERANCES ARE NOMINATED.
DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES EXCEPT1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005972
R0730-07 -
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
2000 2000
STRAIGHT
2000
6000 mm RADIUS
180
SLOT 64X18
SOIL PLATE
DIRECTION OF TRAFFIC
600
(MIN)
635
BATTER HINGE POINT
(B019). NO DIAPHRAGM
BUFFERED END SECTION
ANCHOR PLATE (B015)
STIFFENER
TERMINAL RAIL 1 (B016)
325
1350
LAST TWO BLOCKOUTS
FROM THE FACE OF THE
TANGENT LINE PROJECTED
UNDER BOLT HEAD.
RECTANGULAR WASHER (FW03)
(FB02) AND NUT (FN01)
M16X50 MUSH HEAD BOLT
BEARING PLATEASSEMBLY
CABLE
AND FREE FROM FIXED OBJECT HAZARDS
BATTER SLOPE TO BE REASONABLY TRAVERSABLE
EXTENT OF TT FOR SCHEDULE OF QUANTITY PURPOSES
Ø 22 HOLES
(FN04) 2 REQ'D
(FB09) WITH NUTS
M20X40 HEX BOLTS
375
150
1800
Ø 50 HOLE
BEARING PLATE
(FC01)
ASSEMBLY
CABLE
(PP06)
SOIL PLATE
(FP01)
BACK OF RAIL
MEASURED AT
DETAIL
NOT TO SCALE
A
--
SECTION
NOT TO SCALE --
1
A
--
1
--
1
--
PLAN
ELEVATION
ROAD POLICY, SPECIFICATIONS AND
REFER TO DS2014/005970 FOR END POST INSTALLATION.4.
TO AS 1594, AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.
END POSTS (P015) ARE FROM 4.3 BMT PLATE GRADE HA300 STEEL3.
FLAME CUTTING OF GALVANISED POST AND RAIL IS NOT PERMITTED.2.
ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.1.
TT NOT TO BE USED WITHIN CLEAR ZONE OF OPPOSING TRAFFIC.
TT TO BE USED ON DEPARTURE END OF SAFETY BARRIER ONLY.
11
ENGINEERING SERVICES
AND TECHNOLOGY
TRAILING TERMINAL (TT) GENERAL ARRANGEMENTSPOST AND ANCHORAGE DETAILS
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005973
NOTES
R0730-08 -
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
APPROVED CRASH CUSHION SHALL BE USED IN SUCH LOCATIONS.
IN SPEED ZONES IN EXCESS OF 70 km/h. AN APPROPRIATE,
THIS END UNIT IS NOT TO BE USED AS AN APPROACH TERMINAL
F72
600
350
PAVEMENT
LEVEL
125 125
600
180
80
200
MIN.
PAVEMENT 80
180
560
820
#
LEVEL
R 250
230
350
125
F72
280 PAVEMENT LEVEL
3000
FOOTING
F72
SLOPE 1 IN 7.4
175
210
250
560
180
##
150
5500 500 25 EXPANSION JOINT
ELEVATION
SLOPED END TERMINAL
TYPE 'F' CONCRETE SAFETY BARRIER
1
--
1
--
(WHERE REQUIRED)
Ø 28 DOWELS AT 1000 C/C 2
--
2
--
3/Ø 16 GALV DOWELS
@ 150 C/C
2/Ø 12.7 STRANDS
SECTION
NOT TO SCALE --
1
SECTION
NOT TO SCALE --
2
## DEPTH MIN 160 UP TO 280 DEPENDENT ON PAVEMENT DESIGN.
MIN (80mm)
# DEPTH DEPENDENT ON PAVEMENT DEPTHS.
FACE
SLOPED
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
ISSUED
R0730-09
DS2014_005976/
-
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES
F72 WELDED WIRE REINFORCING FABRIC TO AS 1304.
Ø 12.7 STRANDS SHALL BE SUPER GRADE TO AS 1311.
6. STEEL BARS (DOWELS) SHALL BE GRADE 250R TO AS 1302.
IN THE ADJOINING BASE.
TERMINALS) WILL BE COMPATABLE WITH AND COINCIDE WITH JOINTS
5. JOINTS IN CONCRETE SAFETY BARRIERS (INCLUDING SLOPED END
CLEAR COVER TO REINFORCEMENT SHALL BE 50.
4. MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa.
(240 LONG).
DOWELLED TO A FOUNDATION AT 1000 C/C USING Ø 28 DOWELS
3. BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION OR
2. MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.
PAVEMENT OVERLAYS.
1. THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT
NOTES
TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITUSLOPED END TERMINAL FOR PERMANENT INSTALLATION
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
R0730 SAFETY BARRIER SERIES - TERMINALS
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
SHALL BE USED IN SUCH LOCATIONS.
AN APPROPRIATE, APPROVED CRASH CUSHION
TERMINAL IN SPEED ZONES IN EXCESS OF 70 km/h.
THIS END UNIT IS NOT TO BE USED AS AN APPROACH
200
650
290
PAVEMENT
LEVEL250
5745
200
PAVEMENT
LEVEL
290
650
250
5745
F72
R 50
1000
240
SLOPED FACE
240180
25
F72
SLOPE 1 IN 7.3
PAVEMENT LEVEL
500 25 EXPANSION JOINT5500
ELEVATION
SLOPED END TERMINAL
TYPE 'VCB' VERTICAL CONCRETE SAFETY BARRIER
@ 150 C/C
5/Ø12 STRANDS
@ 150 C/C.
4/Ø16 GALV DOWELS
2
--
2
--
1
--
1
--
SECTION
NOT TO SCALE --
1 SECTION
NOT TO SCALE --
2
1
ROAD POLICY, SPECIFICATIONS AND
1
COVER AT OPENINGS, EXPANSION JOINTS AND ENDS SHALL BE 50.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES. MINIMUM
F72 WELDED WIRE REINFORCING FABRIC TO AS 1304.
12.7 DIA STRANDS SHALL BE SUPER GRADE TO AS 1311.
STEEL BARS SHALL BE GRADE 250R TO AS 1302.5.
IN THE ADJOINING BASE.
TERMINALS) SHALL BE COMPATABLE WITH AND COINCIDE WITH JOINTS
JOINTS IN CONCRETE SAFETY BARRIERS (INCLUDING SLOPED END
CLEAR COVER TO REINFORCEMENT SHALL BE 50.
MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32 MPa.4.
BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION.3.
MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.2.
PAVEMENT OVERLAYS.
THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/
R0730-10 -
DS2014_005977
NOTES
SLOPED END TERMINAL FOR PERMANENT INSTALLATIONS
TYPE VCB CONCRETE SAFETY BARRIER - CAST-IN-SITU
ProjectWiseQRCodeLayer
Under Review – please contact
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
R0740 SAFETY BARRIER SERIES - REDIRECTIVE KERB
EDMS No.STATUS
ISSUED
........................................................................................................
........................................................................................................
DATE.........................................
100 3
0140
75
25
270 ##
450175
150
800
550
600
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175
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ELSHOLZ - NEARSIDE INSTALLATION
300 C/C
U1-12 @
BRIDGE DECK OR CONCRETE PAVEMENT DESIGN.
DIMENSIONS OF U1-12 BARS DEPENDENT ON
(CONC. PAVEMENT & BRIDGE DECKS)
ELSHOLZ - NARROW MEDIAN
(FLEXIBLE PAVEMENT)
ELSHOLZ - TYPICAL MEDIAN INSTALLATION
ELSHOLZ KERB PROFILE
AGAINST THE KERB.
NO PAVEMENT LAYER BUILDUP DIRECTLY
CRITICAL FOR THIS BARRIER'S PERFORMANCE.
VERTICAL DIMENSIONS AS SHOWN ARE##
ELSHOLZ
TYPE SA
TYPE SE
TYPE SF
DIAGRAM SHOWING KERB ALIGNMENT
FOR SPEED ZONES 70 km/h OR LESS
THIS IS A REDIRECTION KERB SUITABLE
SEE NOTE 2 FOR DOWEL REQUIREMENTS
1
ROAD POLICY, SPECIFICATIONS AND
1
ENGINEERING SERVICES
AND TECHNOLOGY
'ELSHOLZ' CONCRETE KERB MEDIAN AND NEARSIDEINSTALLATION SECTIONS / PROFILES
ALL EDGES SHALL BE ROUNDED WITH A 25 R EXCEPT AS SHOWN.6.
BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES.
STEEL BARS (U1-12) SHALL BE GRADE 250R TO AS 1302.5.
ADJOINING BASE. OTHERWISE PROVIDE JOINTS AT 4.5 m.
JOINTS WILL BE COMPATABLE WITH AND COINCIDE WITH JOINTS IN THE
COVER TO REINFORCEMENT SHALL BE 50. ON CONCRETE PAVEMENT
MINIMUM CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa. CLEAR4.
GUTTER SHAPE IN NEARSIDE APPLICATIONS.
MOUNTABLE KERB IN THE MEDIAN AND TO THE TYPICAL KERB AND
TERMINAL TREATMENT - THE BARRIER SHALL BE TRANSITIONED TO A3.
Ø 28 DOWELS (240 LONG).
SHOWN OR DOWELLED TO CONCRETE PAVEMENT AT 1000 C/C USING
BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION AS2.
DESIRABLE MINIMUM OFFSET TO EDGE LINE - 500.1.
ISSUED
SFR
MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY
20.01.17
/DS2014_005957
R0740-01 -
NOTES
ProjectWiseQRCodeLayer