standard drawing r0730-01 - transport for nsw

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

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0730 SAFETY BARRIER SERIES - TERMINALS

EDMS No.STATUS

ISSUED

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

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

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

1500

150 200

Ø 22 HOLE

25

150

400

38

1740

2065

18

1800

140

25

50

100

260

50

180

390 440

1075

5

600

300

50

400

400

260

5

140 50

60.3

(END POST ONLY)

185

+0/-3

600

225 150 225

150(NOM) 200(NOM)

MANUFACTURER'S DISCRETION.

ALTERNATE LOCATION AT

DRAIN HOLE 25 RAD / 25 CHAMFER

+0/-3

135

Ø 18 HOLES

Ø 21 HOLE FOR SLEEVE

Ø 61 HOLE

BREAKAWAY POST (P012)

SHORT TIMBER

STEEL PLATE

6 THICK

Ø 22 HOLE

SOIL PLATE (PP06)

POST SLEEVE (FW06)

BREAKAWAY TERMINAL

STRUT AND YOKE ASSEMBLY (P014)

RECTANGULAR STEEL TUBE

150 X 50 X 5.0

WASHERS (FW01).

WITH M20 NUT (FN04) AND 2 Ø 20

M20X240 HEX. BOLTS (FB06)

Ø 22 HOLE

BREAKAWAY POST (P011)

FOR SHORT TIMBER

RECTANGULAR STEEL TUBE

AS 4680 AFTER FABRICATION.

HOT DIP GALVANSED TO

FABRICATED STEEL TUBE

200 X 150 X 6.0

STRUT DETAILS

STEEL TUBE

150 X 50 X 5.0

HOLES

Ø 18

Ø 85 HOLES

LINE POST (P013)

TIMBER BREAKAWAY

YOKE DETAILS

RAD.

8 MAX

HOLE

SLOTTED

22 X 50

1

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

CONDITIONS) TO AS 1604.

PRESERVATIVE TREATED TO HAZARD LEVEL H4 (H5 IN EXTREME WET

ALL TIMBER POSTS TO BE GRADE F8 AUSTRALIAN SLASH PINE3.

GRADE 250 IN ACCORDANCE WITH AS/NZS 1594.

STEEL TUBES AND SOIL PLATES SHALL BE FABRICATED FROM STEEL2.

WHERE ALLOWABLE TOLERANCES ARE NOMINATED.

DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES EXCEPT1.

1

NOTES

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005931

R0730-01 -

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

ProjectWiseQRCodeLayer



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

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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PREPARED BY



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)

EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.

DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.

DIP GALVANISED TO AS 4680 AFTER FABRICATION.

DIAPHRAGM FROM 3.0 BMT GRADE HA250 STEEL TO AS 1594 AND HOT1.

DIAPHRAGM PLATE DETAILS

ISSUED

SFR


20.01.17

/DS2014_005944

R0730-03 -

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

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.

EXCEPT WHERE ALLOWABLE TOLERANCES ARE NOMINATED.

DIMENSIONS ARE SUBJECT TO MANUFACTURER'S TOLERANCES2.

AS 1594 AND HOT DIP GALVANISED TO AS 4680 AFTER FABRICATION.

BUFFERED END SECTION FROM 2.7 BMT GRADE HA350 STEEL TO1.


ISSUED

SFR


20.01.17

/DS2014_005945

R0730-04 -

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

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

2000 2000

STRAIGHT

2000

6000 mm RADIUS

180

SLOT 64X18

SOIL PLATE

DIRECTION OF TRAFFIC

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

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

CLEAR COVER TO REINFORCEMENT SHALL BE 50.

4. MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32MPa.

(240 LONG).

DOWELLED TO A FOUNDATION AT 1000 C/C USING Ø 28 DOWELS

3. BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION OR

2. MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.

PAVEMENT OVERLAYS.

1. THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT

NOTES

TYPE 'F' CONCRETE SAFETY BARRIER CAST-IN-SITUSLOPED END TERMINAL FOR PERMANENT INSTALLATION




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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

CLEAR COVER TO REINFORCEMENT SHALL BE 50.

MIN CONCRETE STRENGTH AT 28 DAYS SHALL BE 32 MPa.4.

BARRIER SHALL BE SET IN A CONTINUOUS KEYED FOUNDATION.3.

MINIMUM OFFSET FROM SLOPED END UNIT BASE TO EDGE LINE IS 500.2.

PAVEMENT OVERLAYS.

THE MAXIMUM BASE DIMENSION OF 80 IS TO ALLOW FOR SUBSEQUENT1.

ISSUED

SFR


20.01.17

/

R0730-10 -

DS2014_005977

NOTES

SLOPED END TERMINAL FOR PERMANENT INSTALLATIONS

TYPE VCB CONCRETE SAFETY BARRIER - CAST-IN-SITU


standard drawing r0730-01 - transport for nsw

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