STANDARD DRAWING R0720-01...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

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© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

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[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0720 SAFETY BARRIER SERIES - RIGID

EDMS No.STATUS

ISSUED

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

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

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

30

30 140 800 140

4 50-150

4 50-150

6 mm BMT PLATE

100

60 125

125

155

560

180

100

W - 20 112

4 50-150

4 50-150

6 mm BMT PLATE

100

60 125

125

155

560

180

100

140 400 400 140

15X40 SLOTTED HOLES

980

W = WIDTH OF TOP TYPE F BARRIER

1080

R 12

b

b

STIFFENER

EQUAL ANGLE

50 X 50 X 6

AT OPENING FOR POWER SUPPLY PIT

TYPE F BARRIER - GALVANISED COVER ASSEMBLY (B023)

ELEVATION

STIFFENER

EQUAL ANGLE

50 X 50 X 6

Ø 20 LIFTING HOLES

BARRIER

END ELEVATION - SINGLE SIDED

BARRIER

END ELEVATION - MEDIAN

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

TYPE 'F' CONCRETE BARRIER GALVANISEDCOVER ASSEMBLY 1100 mm OPENINGS

OCCUPATIONAL HEALTH AND SAFETY NOTE

NOTES

MIN TWO PERSON LIFT IS RECOMMENDED.

SINGLE SIDED BARRIER UNIT (W = 230) - 56 kg

SINGLE SIDED BARRIER UNIT (W = 150) - 52 kg

MEDIAN BARRIER UNIT - 51 kg

APPROXIMATE MASS OF THESE UNITS ARE:

b

b

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005946

STEEL ANGLE ATTACHED TO THE TYPE 'F' CONCRETE BARRIER.

TO BS 4168 PT.6, REQUIRED FOR FASTENING COVER ASSEMBLY TO

6 "UNBRAKO" M12X40 BUTTON HEAD SOCKET SCREWS, OR EQUIVALENT,5.

SEE DS2014/005960 FOR ASSEMBLY DETAILS.4.

WHERE ALLOWABLE TOLERANCES ARE NOMINATED.

DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT3.

WELDING SHALL BE TO AS 1554.1. WELDING SYMBOLS TO AS 1101.32.

AS 4680.

AS 3679.1 AND HOT DIPPED GALVANISED TO THICKNESS OF Z600 TO

COVER ASSEMBLY FROM 6.0 BMT GRADE 250 STEEL TO AS 3678 AND

BENDS.

COVER PLATES SHALL BE BENT FROM ONE PLATE WITH R12 MIN AT1.

R0720-01 -

ProjectWiseQRCodeLayer



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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK


EDMS No.STATUS

ISSUED

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

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

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

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

R 250

125

180

840

80

1100

660

230 90

150

150

SPLIT CARRIAGEWAY

600

R 250

125

150

150

80

180

560

820

##

23060 60

STRANDS

2/Ø 12.7

*

STRANDS

2/Ø 12.7

*

R 250

##

125

180

660

80

920

620

230

150

150

STRANDS

2/Ø 12.7

*

MEDIAN - TL4MEDIAN - TL3 MEDIAN - TL5 "TALL WALL"

180

80

##

R 250

80

180

R 250

125

150

150

125

60 230

MIN

60 - 105

*

STRANDS

2/Ø 12.7

84°

*

560 - 990

820 - 1250

MA

X. SPLIT 150 **

600 - 675

560 - 840

70

1

1

2

1

TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITU


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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DRAWING TO :




ORIGINAL ISSUE DATE

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DOCUMENT VER.

SCAN TO CHECK


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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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

JANUARY 2017

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.

Ø 28 DOWELS (240 LONG).

SHOWN OR DOWELLED TO A RIGID PAVEMENT AT 1000 C/C USING

2. BARRIER SHALL BE PLACED IN FRONT OF COMPACTED BACKFILL AS

1. MINIMUM OFFSET FROM TYPE F BASE TO EDGE LINE - 500.

Adoption of MASH heights / QR Code Removed SML14/6/19

SML

14.6.19



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CONTACT DETAILS

DRAWING TO :




ORIGINAL ISSUE DATE

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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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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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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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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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




A3


05

10

15

20

25

30

35

40

45

50m

m O

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WIN

G M

AY B

E P

REP

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ED IN 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.........................................

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 -


STANDARD DRAWING R0720-01...standard drawing no. rev date amendment / revision description wvr no....

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