standard drawing r0720-01...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
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
JANUARY 2017
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
[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.........................................
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
STANDARD DRAWINGROAD DESIGN ENGINEERING
ORIGINAL ISSUE DATE
JANUARY 2017
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 :
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.........................................
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 -
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