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

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SCALES ON A3 SIZE DRAWING

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© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

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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



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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

MODIFIED THRIE BEAM SAFETY BARRIERNOTCHED BLOCKOUT


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


20.01.17

/DS2014_005930

R0710-02 -




A3


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PREPARED BY



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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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



BOLT CONFIGURATION

MEDIAN - BACK TO BACK

1


1


AND TECHNOLOGY

W BEAM AND THRIE BEAM SAFETY BARRIERPOST ON BASE PLATE

SFR


20.01.17

ISSUED DS2014_005932

-R0710-03

/

NOTES



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.




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PREPARED BY



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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

W BEAM AND THRIE BEAM SAFETY BARRIERPOST ON SLIP BASE PLATE

SFR


20.01.17 R0710-04


-

/


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




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

OS = OFFSIDE

NS = NEARSIDE4.




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


20.01.17

/DS2014_005934

R0710-05 -




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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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°


1


AND TECHNOLOGY

W BEAM RAIL AND STIFFENINGPIECE CONNECTION 1




350/2.7 BMT (OR SIMILAR)

FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL TO BE STAMPED

FABRICATION.


RAIL AND RAIL STIFFENING PIECES ARE FROM 2.7 BMT GRADE HA3501.

NOTES

ISSUED

SFR


20.01.17

/DS2014_005935

R0710-06 -




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CO

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OPIE

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PREPARED BY



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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

N

EU

TR

AL A

XIS


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


FOR POST BOLT

19 X 64 SLOTTED HOLEFOR POST BOLT


FOR SPLICE BOLTS


(3.5BMT - B028)

(2.7BMT - B003)

RAIL


1


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.




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


20.01.17

/DS2014_005936

R0710-07 -




A3


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ED IN C

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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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)


1


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.


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


20.01.17

/DS2014_005937

R0710-08 -




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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


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.


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


20.01.17

/DS2014_005938

R0710-09 -




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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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°


1


AND TECHNOLOGY

W BEAM NESTING RAIL ANDHALF LENGTH RAIL

NOTES




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


20.01.17

/DS2014_005939

R0710-10 -




A3


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CO

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OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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.


FOR POST BOLT

19X64 SLOTTED HOLE

FOR SPLICE BOLTS

23X29 SLOTTED HOLES

(B029 - 3.5BMT)

(B010 - 2.7BMT)

THRIE BEAM HALF LENGTH RAIL


1


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.




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


20.01.17

/DS2014_005940

R0710-11 -




A3


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UR A

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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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


FOR SPLICE BOLT.


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


1


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.


STAMPED 350/3.5 (OR SIMILAR).

FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL B027 TO BE


RAIL B027 FROM 3.5BMT. RAIL SHALL BE GRADE HA350 STEEL TO 1.

ISSUED

SFR


20.01.17

/DS2014_005941

R0710-12 -




A3


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CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

W-BEAM RAIL TERMINALCOMPONENT ANCHOR BRACKET

NOTES

1


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


20.01.17

/DS2014_005942

R0710-13 -




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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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


10°

FOR SPLICE BOLT.

23X29 SLOTTED HOLE

BOLT.

HOLE FOR POST

19X64 SLOTTED

1


1


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.



STAMPED 350/2.7 BMT (OR SIMILAR) BMT = BASE METAL THICKNESS.

FABRICATION. FLAME CUTTING TO RAIL IS NOT PERMITTED. RAIL TO BE


RAIL AND RAIL STIFFENING PIECES ARE FROM 2.7 BMT GRADE HA3501.

ISSUED

SFR


20.01.17

/DS2014_005948

R0710-14 -

NOTES




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CO

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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

M16 BOLTS & NUTS - RAIL



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.


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


20.01.17

/DS2014_005950

W BEAM / THRIE BEAM RAIL FASTENER COMPONENTS

R0710-15 -

NOTES




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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

HEXAGON HEAD BOLTS AND NUTS



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


HEXAGONAL BOLTS TO AS 1111 (GRADE 4.6). HEXAGON NUTS TO AS 11121.

ISSUED

SFR


20.01.17

/DS2014_005951

W BEAM / THRIE BEAM RAIL FASTENER COMPONENTS

R0710-16 -

NOTES




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E IN

CO

MPLETE IF C

OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

W BEAM AND THRIE BEAM - POSTS BASE PLATE ANDSLIP BASE PLATE HEXAGON HEAD BOLTS AND NUTS



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


HEXAGONAL BOLTS TO AS 1111 (GRADE 4.6). HEXAGON NUTS TO AS 11121.

ISSUED

SFR


20.01.17

/DS2014_005952

R0710-17 -

NOTES




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OPIE

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

W BEAM AND THRIE BEAM SAFETY BARRIERDELINEATION UNIT

ISSUED

SFR


20.01.17

/DS2014_005963


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




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OPIE

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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


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


20.01.17 R0710-19


-

/

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




A3


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E IN

CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


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


20.01.17 R0710-20


1

/

NOTES



- R0710-01

- R0710-01

- R0710-07

- R0710-07

- R0710-15

- R0710-15

- R0710-15

- R0710-15

- R0710-16

27/06/2017 SFRRail height corrected




A3


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CO

MPLETE IF C

OPIE

D

PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


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


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


20.01.17

/DS2014_005967


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

R0710-21 -




A3


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3 SIZ

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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


1


AND TECHNOLOGY

AASHT0 G4 W BEAMNESTED RAIL ASSEMBLY

SFR


20.01.17 R0710-22


-

/

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




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DOCUMENT VER.

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EDMS No.STATUS

ISSUED

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

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

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


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


20.01.17 R0710-23


1

/

NOTES

NOT SHOWN ON THIS DRAWING.

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



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




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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


1


AND TECHNOLOGY

W BEAM AND THRIE BEAM POST INSTALLATIONHARD GROUND AND TERMINALS

ISSUED

SFR


20.01.17

/DS2014_005970

R0710-24 -




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EDMS No.STATUS

ISSUED

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

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

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

BATTER HINGE POINT


MIN

500

EDGE OF PAVEMENT / TRAFFIC LANE

MAXIMUM

10 : 1 SLOPE

1000

min

BATTER HINGE POINT


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


1


AND TECHNOLOGY

NOTES

SFR


20.01.17 R0710-25


-

/

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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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


1


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


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.



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 -




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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


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



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DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

TYPE 'VCB' VERTICAL CONCRETE SAFETY BARRIERCAST-IN-SITU SECTION

NOTES

ISSUED

SFR


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 -




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EDMS No.STATUS

ISSUED

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

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

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


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


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




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ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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


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.


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



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JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


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


20.01.17

/DS2014_005964

R0720-06 -

NOTES




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m O

N A

3 SIZ

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MPLETE IF C

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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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)


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


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



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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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


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)


2 SPACES @ 500

/ CONCRETE TYPE F BARRIER

END OF BRIDGE WINGWALL

BARRIER / PARAPET.

TYPE F CONCRETE

TWO SECTIONS OF 2.7BMT THRIE BEAM NESTED


SECTION

NOT TO SCALE --

1

1

--

1

--

STANDARD DRAWINGS

REFER TO BRIDGE

PLAN - W BEAM TRANSITION

ELEVATION - W BEAM TRANSITION

P003P001

2

1

2


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



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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

TYPE 'F' CONCRETE SAFETY BARRIERTRANSITION TO TYPE 'SF'

SFR


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.




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

SFR


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




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


F72 MESH

@ 500 C/C

16 DIA. STEEL BARS

2/12.7 DIA. STRANDS @ 150 C/C.

F72 MESH


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


1


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


20.01.17

/DS2014_005984

NOTES

R0720-10 -




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REV.

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DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

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


1


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.



1

NOTES

ISSUED

SFR


20.01.17

/DS2014_005931

R0730-01 -

MODIFIED ECCENTRIC LOADER TERMINAL (MELT)POST, TUBE AND YOKE DETAILS




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REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

MELT AND TT TERMINALS - W BEAM RAILTERMINAL RAIL DETAIL

FOR SECTION DIMENSIONS SEE DRAWING DS2014/005935.3.



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


20.01.17

/DS2014_005943

R0730-02 -

NOTES




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

MODIFIED ECCENTRIC LOADER TERMINAL (MELT)


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


20.01.17

/DS2014_005944

R0730-03 -

NOTES




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

BUFFERED END SECTION DETAILS

BOLTS / NUTS SHALL BE SNUG TIGHT TO AS 4100.3.


DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.


BUFFERED END SECTION FROM 2.7 BMT GRADE HA350 STEEL TO1.


ISSUED

SFR


20.01.17

/DS2014_005945

R0730-04 -

NOTES




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QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

CABLE ASSEMBLEY AND FASTENERS

ALL NUTS SHALL BE SNUG TIGHT TO AS 4100.5.



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


20.01.17

/DS2014_005949


R0730-05 -

NOTES




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PREPARED BY



QR CODE

REV.

CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


11


AND TECHNOLOGY

MODIFIED ECCENTRIC LOADER TERMINAL (MELT)GENERAL ARRANGEMENT

ISSUED

SFR


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.


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 -




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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

--


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


1


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.



DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES EXCEPT1.

ISSUED

SFR


20.01.17

/DS2014_005972

R0730-07 -

NOTES




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

2000 2000

STRAIGHT

2000

6000 mm RADIUS

180

SLOT 64X18

SOIL PLATE


600

(MIN)

635

BATTER HINGE POINT

(B019). NO DIAPHRAGM


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


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.


TT NOT TO BE USED WITHIN CLEAR ZONE OF OPPOSING TRAFFIC.

TT TO BE USED ON DEPARTURE END OF SAFETY BARRIER ONLY.

11


AND TECHNOLOGY

TRAILING TERMINAL (TT) GENERAL ARRANGEMENTSPOST AND ANCHORAGE DETAILS

ISSUED

SFR


20.01.17

/DS2014_005973

NOTES

R0730-08 -




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DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


1


AND TECHNOLOGY

SFR


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


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




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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


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


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


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


20.01.17

/

R0730-10 -

DS2014_005977

NOTES

SLOPED END TERMINAL FOR PERMANENT INSTALLATIONS

TYPE VCB CONCRETE SAFETY BARRIER - CAST-IN-SITU


Under Review – please contact

[email protected]



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DRAWING TO :




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

100 30

175

140

`

,|.

.O.

...

..

,

`

``

,

,

\

|

/. .

O.

. ..

...

.'

`,,

-

-.

.

..

,

O.

. .'

,

-

-

..

O

.

.. .

.

.

'`

,

-

.

..

.

.

.

O

O

OO

O

O

..

.

.

.. .

..

.

..

.

. ..

..

.

.

.

.

'

'

`

`

`

`

`

,

,,

-

-

-

-

\|

|

/

'

.;

\

.

.

.

O.

..

.

.

. ..

`

`

`

,

-/

'

.;

\

.

ED

GE LIN

E

500 DES.

100

420 75

140

30

200

765150

,`

.

`` /|

..

.O

O

O

.

.

..

.

.

..

.

.

.

'`

,

,

,

.-

-

,

.

\

|

`` /O. |

..

.

O

O

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..

.

.

... .

.

.

.

.

'

,

`

`

`

`

,

,,

,-

-

,

.

\'

.

\

.

O.

..

O

.

.

.

...

.

.'

,

`

`

`

,

,

-

-

'

.

;

195

8%

350

250

30

140

ED

GE LIN

E

100

CO

MM

ON

ALIG

NM

EN

T

ALIG

NM

EN

TC

OM

MO

N

25

50040400 MIN. 500 DESIRABLE

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


1


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.


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


20.01.17

/DS2014_005957

R0740-01 -

NOTES


STANDARD DRAWING R0710-01 · standard drawing no. rev date amendment / revision description wvr no....

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