STANDARD DRAWING R0710-01...STANDARD DRAWING No. REV DATE AMENDMENT / REVISION DESCRIPTION WVR No....

25
STANDARD DRAWING No. REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL A3 SCALES ON A3 SIZE DRAWING 0 5 10 15 20 25 30 35 40 45 50 mm ONA 3S ZEORGNA L T H I SD R A WI NG MAYB EP R E P A R E D I N C OL OU R AND MAYB EI N C OMP LETEI FC OP I E 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 DRAWING ROAD 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 OS TP 001- W B E A M AND T R AN S I T I ON ) 180 550 115 80 (DIMENSIONS FOR TRANSITION BLOCKOUT P005 SHOWN IN BRACKETS) 260 145 ( 95T R AN S ) ( 65T R AN S ) 2100( P OS TP 003- T H R I EB E A M) 190 ( 90T R AN S ) ( 450T R AN S ) 8 110 150 180 115 80 SLOT 12X8 110 145 ( 95T R AN S ) ( 65T R AN S ) 150 110 50 130 ( P 001 ) 110 150 360 180 SLOT 12X8 20 80 80 20 260 145 ( P 003 ) 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 ± 1.5 R = 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 BARRIERS POST AND BLOCKOUT COMPONENTS WHERE ALLOWABLE TOLERANCES ARE NOMINATED. DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT 3. BMT = BASE METAL THICKNESS 2. FABRICATION. STEEL TO AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER POSTS AND BLOCKOUT PIECES ARE FROM 4.3 BMT PLATE GRADE HA300 1. 1 NOTES ISSUED SFR MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY 20.01.17 / DS2014_005929 R0710-01 - ProjectWiseQRCodeLayer

Transcript of STANDARD DRAWING R0710-01...STANDARD DRAWING No. REV DATE AMENDMENT / REVISION DESCRIPTION WVR No....

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

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.........................................

25

18

20

80

360

FB12FW04

FN03

DELINEATION UNIT

6

125

82.5

1010 80

R 20 R 20

100

20

DELINEATION UNIT (P008, P009, P010)

ELEVATION

P010 (SINGLE YELLOW RETROREFLECTOR ONLY)

P009 (SINGLE RED RETROREFLECTOR ONLY)

P008 (RED/WHITE RETROREFLECTORS)

HOLES

MOUNTING

Ø 8

(3 - 5 THICK)

MOUNTING PLATE

TO AS/NZS 1906.2

80 X 125

SHEETING TYPE RETROREFLECTOR

OR

TO AS/NZS 1906.2

TYPE RETROREFLECTOR

DISCRETE DEVICE

PIECE

BLOCKOUT

(OPTIONAL)

REAR SPACER

PLATE OR SEPARATE

EITHER MOULDED WITH

SPACER 4 THICK

TO BLOCKOUT PIECE

DELINEATION UNIT CONNECTION

M6 NUT (FN03)

WASHER (FW04) AND

M6X25 BOLT (FB12),

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

W BEAM AND THRIE BEAM SAFETY BARRIERDELINEATION UNIT

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005963

REQUIREMENTS OF AS 1214.

AS 1627 AND HOT DIP GALVANIZING IN ACCORDANCE WITH THE

NORMAL SERIES TO AS 1237. BOLTS, NUTS AND WASHERS TREATED TO

TAPPED TO SUIT GALVANISED THREADS. BLACK STEEL WASHERS,

(GRADE 4.6). HEXAGON NUTS TO AS 1112 (GRADE 5). NUTS SHALL BE

OR AN APPROVED FASTENING SYSTEM. HEXAGONAL BOLTS TO AS 1111

(OR POSTS) USING M6X25 HEXAGONAL BOLT WITH NUT AND WASHER,

MOUNTING PLATES SHALL BE ATTACHED TO THE INSIDE OF BLOCKOUTS4.

ATTACHED FOR OFFSIDE INSTALLATION (P010).

INSTALLATION (P009). A YELLOW RETROREFLECTOR SHALL BE

A RED RETROREFLECTOR SHALL BE ATTACHED FOR NEARSIDE

RETROREFLECTOR ATTACHED TO ONE SIDE ONLY.

ON ONE-WAY CARRIAGEWAYS THE MOUNTING PLATE SHALL HAVE THE

AND WHITE RETROREFLECTORS ATTACHED ON OPPOSITE SIDES (P008).

ON TWO-WAY CARRIAGEWAYS THE MOUNTING PLATE SHALL HAVE RED3.

-ACRYLONITRILE POLY-CARBONATE [ASA/PC]).

ULTRA VIOLET STABLE MATERIAL (SUCH AS ACRYLATE-STYRENE-

THE MATERIAL USED FOR MOUNTING PLATES MUST BE A HIGH IMPACT,2.

LIGHTING EXISTS.

DELINEATION UNITS ARE USUALLY NOT REQUIRED WHERE STREET 1.

R0710-18 -

NOTES

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

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.........................................

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 :

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.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

P003

(WHERE REQUIRED)

P008/P009/P010FN

01FB02

FN01

P004

GROUND LINE

OF B

LO

CK

OU

T

ME

AS

UR

ED A

T F

AC

E

825 ± 20

P003

P004

FN02

FN01

FN01

FB02

B004

B003

FB03

FB01

FB01

TRAF

FIC

2000

FN02

FB03

1

1

1

THRIE BEAM ASSEMBLYUSING STANDARD BLOCKOUTS

SCHEDULE OF COMPONENTS

QTYDESCRIPTIONITEM № - REF DRAWING

22100 STEEL POST FOR THRIE BEAMP003

2P004 550 BLOCKOUT PIECE FOR THRIE BEAM

1B003 4000 THRIE BEAM RAIL

1B004 300 THRIE BEAM STIFFENING PIECE

2FB01 M16 × 50 MUSHROOM HEAD BOLT - POST

4FB02 M16 × 30 HEXAGON BOLT - POST

12FB03 M16 × 32 MUSHROOM HEAD BOLT - SPLICE

6FN01 M16 NUT

12FN02 M16 OVERSIZED NUT (18 DEEP)

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17 R0710-20

ISSUED DS2014_005966

1

/

NOTES

DIRECTION AS SHOWN IS ESSENTIAL.

1. RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC

- R0710-01

- R0710-01

- R0710-07

- R0710-07

- R0710-15

- R0710-15

- R0710-15

- R0710-15

- R0710-16

27/06/2017 SFRRail height corrected

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0710 SAFETY BARRIER SERIES - SEMI-RIGID

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

APPLICATION

MEDIAN

P007

P003

FN01

FB02

FN01 P003

P006

GROUND LINE

OF B

LO

CK

OU

T

ME

AS

UR

ED A

T F

AC

E

885 ± 20

(WHERE REQUIRED)

P008/P009/P010

FN01

FB02

FN01

P006

FN02 B0

04

FB03

B003

FB01

FN02

FB03

FB01

2000

TRAF

FIC

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

MODIFIED THRIE BEAM ASSEMBLYUSING NOTCHED BLOCKOUTS

NOTES

885 mm AS AGAINST 825 mm FOR STANDARD BLOCKOUT

DIMENSION FROM GROUND LINE TO TOP OF BLOCKOUT IS

SCHEDULE OF COMPONENTS

QTY

2

DESCRIPTIONITEM № - REF DRAWING

2100 STEEL POST FOR THRIE BEAMP003- DS2014/005929

2

P006

THRIE BEAM (VERGE APPLICATION)

430 NOTCHED BLOCKOUT PIECE FOR

P007- DS2014/005930

OR

- DS2014/005930

THRIE BEAM (MEDIAN APPLICATION)

430 NOTCHED BLOCKOUT PIECE FOR

1B003- DS2014/005936 4000 THRIE BEAM RAIL

1B004- DS2014/005936 300 THRIE BEAM STIFFENING PIECE

2FB01- DS2014/005950 M16 × 50 MUSHROOM HEAD BOLT - POST

4FB02- DS2014/005951 M16 × 30 HEXAGON BOLT - POST

12FB03- DS2014/005950 M16 × 32 MUSHROOM HEAD BOLT - SPLICE

6FN01- DS2014/005950 M16 NUT

12FN02- DS2014/005950 M16 OVERSIZED NUT (18 DEEP)

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005967

DIRECTION AS SHOWN IS ESSENTIAL.

RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC1.

R0710-21 -

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0710 SAFETY BARRIER SERIES - SEMI-RIGID

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

TRAF

FIC

FB01

B009

FB01

B009

2000

FB01

2000

FB01

B009

2000

FB01

2000

FB01B001

B002

FN01

P002

P001

FN01

P002

P001FN01

P002

OF B

LO

CK

OU

T

ME

AS

UR

ED A

T F

AC

E

730 ± 20

GROUND LINEP001

FN01

P001

P002

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

AASHT0 G4 W BEAMNESTED RAIL ASSEMBLY

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17 R0710-22

ISSUED DS2014_005968

-

/

NOTES

RAIL CONNECTIONS NOT SHOWN ON THIS DRAWING.

2. FASTENERS FOR BLOCKOUT TO POST AND RAIL TO

SHOWN IS ESSENTIAL

IN RELATION TO TRAFFIC DIRECTION AS

1. RAIL LAP, POST AND BLOCKOUT ORIENTATION

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0710 SAFETY BARRIER SERIES - SEMI-RIGID

EDMS No.STATUS

ISSUED

........................................................................................................

........................................................................................................

DATE.........................................

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

FB01

B011

FN01

B011

FB01

2000

NEST

ED SE

CTIO

N

TRAF

FIC

P006

P003FN

01

P006

P003FN01

OF B

LO

CK

OU

T

ME

AS

UR

ED A

T F

AC

E

885 ± 20

GROUND LINE

P006

P003FN

01

P003

FB01

2000

FB01

B011

2000

FB01

2000

B003

FB01

B004

P003

AND BLOCKOUT

ALTERNATIVE POST

FN01

P004

OF B

LO

CK

OU

T

ME

AS

UR

ED A

T F

AC

E

825 ± 20

GROUND LINE

1

1

1

THRIE BEAMNESTED RAIL ASSEMBLY

885 mm AS AGAINST 825 mm FOR STANDARD BLOCKOUT

DIMENSION FROM GROUND LINE TO TOP OF BLOCKOUT IS

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17 R0710-23

ISSUED DS2014_005969

1

/

NOTES

NOT SHOWN ON THIS DRAWING.

2. FASTENERS FOR BLOCKOUT TO POST AND RAIL TO RAIL CONNECTIONS

DIRECTION AS SHOWN IS ESSENTIAL.

1. RAIL LAP, POST AND BLOCKOUT ORIENTATION IN RELATION TO TRAFFIC

9/10/17 SFRStandard blockout height changed to 825mm

ProjectWiseQRCodeLayer

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

05

10

15

20

25

30

35

40

45

50m

m O

N A

3 SIZ

E O

RIGIN

AL

THIS D

RA

WIN

G M

AY B

E P

REP

AR

ED IN C

OLO

UR A

ND M

AY B

E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

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.........................................

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.

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.........................................

BATTER HINGE POINT

DIRECTION OF TRAFFIC

MIN

500

EDGE OF PAVEMENT / TRAFFIC LANE

MAXIMUM

10 : 1 SLOPE

1000

min

BATTER HINGE POINT

DIRECTION OF TRAFFIC

EDGE OF PAVEMENT / TRAFFIC LANE

MIN

500

1000

min

POINT OF REDIRECTION (MELT)

TO MANUFACTURERS SPECIFICATIONS

POINT OF REDIRECTION (WRSB) - REFER

TO MANUFACTURERS SPECIFICATIONS

POINT OF REDIRECTION (WRSB) - REFER

POINT OF REDIRECTION (TT)

TERMINAL RAIL (B026)

MODIFIED TT USING STRAIGHT

X

Y

X = DYNAMIC DEFLECTION OF WRSB

DESIGN GUIDE PART 6.

AUSTROADS GUIDE TO ROAD

FLARE IN ACCORDANCE WITH

DESIGN GUIDE PART 6.

AUSTROADS GUIDE TO ROAD

FLARE IN ACCORDANCE WITH

CONTINUOUS SAFETY BARRIER SYSTEM

EACH SYSTEM IS CRITICAL FOR MAINTAINING A

THE OVERLAP OF POINTS OF REDIRECTION FOR

WRSB ANCHOR BLOCK

WRSB ANCHOR BLOCK

INDICATIVE POST LOCATIONS

PLAN - W BEAM BARRIER TO WRSB TRANSITION

PLAN - WRSB TO W BEAM BARRIER TRANSITION

Y = DYNAMIC DEFLECTION OF W BEAM BARRIER

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

NOTES

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17 R0710-25

ISSUED DS2014_005982

-

/

3. REFER TO R0730-08 FOR TT DETAILS.

2. REFER TO R0730-06 FOR MELT DETAILS.

INSTALLED AS PER MANUFACTURERS SPECIFICATIONS.

1. WIRE ROPE SAFETY BARRIER INCLUDING ANCHORAGE DETAIL SHALL BE

ONE WAY ROADSWIRE ROPE BARRIER TRANSITION TO W-BEAM BARRIER

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