b0500 - barrier and railing approved set · general notes 0 100 200 300 400 500mm 10050 copyright...

GENERAL NOTES

100 200 300 400 500mm0

10050

COPYRIGHT ROADS AND MARITIME SERVICES 2018

B0501

STANDARD DRAWING No

EDMS No

DS2018/001767DATE

APPROVED FOR USE STANDARD DRAWINGISSUE DATE

REVISION ISSUE

1

ISSUEDSTATUS

A1 STANDARD SHAPES

REGULAR PERFORMANCE LEVEL BARRIER

TRAFFIC BARRIERS

[email protected]

DRAWING TO:

SEND FEEDBACK ON THIS STANDARD DIRECTOR BRIDGES AND STRUCTURES

DEC 2018

ACCORDING TO URBAN DESIGN REQUIREMENTS, BUT NOT EXCEED 1 IN 10 (5.7°).

THE SLOPE OF THE CONCRETE AND STEEL POST EXTERNAL FACE IS TO BE DETERMINED

100µm.

WITH TWO PACK SURFACE TOLERANT EPOXY PAINT WITH A MINIMUM DRY FILM THICKNESS OF

THE UNDERSIDE OF THE BASE PLATES AND SIDE FACES OF SLOTTED HOLES SHALL BE PAINTED

OF FORMWORK.

CURING COMPOUNDS SHALL BE APPLIED TO THE SIDES OF THE GROUT PADS AFTER THE REMOVAL

THE FORMWORK FOR THE GROUT PADS SHALL REMAIN IN PLACE FOR A MINIMUM OF 3 DAYS AND

SIDE FACES OF GROUT PADS SHALL BE VERTICAL AND FLUSH WITH EDGES OF BASE PLATES.

FILLED AND THAT THERE ARE NO VOIDS UNDER THE BASE PLATES.

GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED RECESSES ARE COMPLETELY

MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.

SHRINKAGE COMPENSATED HIGH FLOW CEMENTITIOUS GROUT.

DENOTES THE GROUT USED TO CONSTRUCT MORTAR PADS AND FILL FORMED RECESSES SHALL BE

DENOTES NOMINAL VALUE.

DETERMINED BY THE DESIGNER.

REINFORCEMENT NOT SHOWN. THE SIZE AND SPACING OF REINFORCEMENT MUST BE

WELDING SYMBOLS COMPLY WITH AS 1101.3.

ROADS AND MARITIME SERVICES SPECIFICATION B201.

ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL REQUIREMENTS AS GIVEN IN

ALL WELDING SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1.

BOLTS NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH AS 1214.

ACCORDANCE WITH ROADS AND MARITIME SERVICES SPECIFICATION B201.

ALL STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN

STEEL WASHERS, LARGE SERIES, SHALL CONFORM TO AS 1237.1, PRODUCT GRADE A.

AS 5100.6.

BOLTING CATEGORY FOR HIGH STRENGTH STEEL BOLTS SHALL BE 8.8/S IN ACCORDANCE WITH

AS/NZS 1252.

HIGH STRENGTH STEEL NUTS FOR STRUCTURAL BOLTING SHALL BE PROPERTY CLASS 8 TO

AS/NZS 1252.

HIGH STRENGTH STEEL BOLTS FOR STRUCTURAL ENGINEERING SHALL BE PROPERTY CLASS 8.8 TO

QA SPECIFICATION B240.

ALL FASTENERS MUST CONFORM TO THE REQUIREMENTS OF ROADS AND MARITIME SERVICES

RECTANGULAR AND CIRCULAR HOLLOW SECTIONS SHALL CONFORM TO AS/NZS 1163 - C450LO.

STEEL PLATE SHALL CONFORM TO AS/NZS 3678 - 250.

10 x 10 CHAMFER SHALL BE USED AT TOP CORNERS OF CONCRETE PROFILE.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE: 40MPa

CONCRETE EXPOSURE CLASSIFICATION: B1

NOISEWALL PANELS AS REQUIRED.

POST SPACING TO SUIT PRECAST PARAPET UNITS, SAFETY SCREEN PANELS OR

MAXIMUM POST SPACING: 2 700mm.

DESIGN ASSUMPTIONS:

SCALE OR AS SHOWN.

W.Ariyaratne

21.12.2018

TYPE RCO

FINISHED DECK LEVEL

TYPE RBO

NCF

150 x 100 x 5 RHS

R40

NCF

WITH GROUT

RECESSES SHALL BE FILLED

60 x 60 x 20 DEEP FORMED

FINISHED DECK LEVEL

WASHER (TYP)

NUT AND 4 THICK PLATE

PROTRUSION) WITH NUT, THIN

STEEL BOLTS (75 NOM

M24 x 380 HIGH STRENGTH

TRAFFIC BARRIER TYPE RBI

VERTICAL FOR INNER

THIS FACE MUST BE

WASHER (TYP)



STEEL BOLTS (75 NOM


530

352 125

630

1 4

00

300

330

750

490

180

660

180

920

125200

396

80

108

15

5 F

ALL

80

GR

OU

T P

AD

20 T

HIC

K

53

71

(PROVISION FOR CYCLISTS)

INNER TRAFFIC BARRIER TYPE RBI SIMILAR

OUTER TRAFFIC BARRIER TYPE RBO SHOWN

90

TYP6

FINISHED DECK LEVEL

TYPE RAO

NCF

150 x 100 x 5 RHS

R40

WITH GROUT



WASHER (TYP)



STEEL BOLTS (75 NOM


TRAFFIC BARRIER TYPE RAI

VERTICAL FOR INNER

THIS FACE MUST BE

WASHER (TYP)



STEEL BOLTS (75 NOM


530

352 125

430

1 2

00

750

490

180

108

15

5 F

ALL

80

GR

OU

T P

AD

20 T

HIC

K

53

90

TYP6

430

CONCRETE BARRIER

TYPE RDO

NCF

FINISHED DECK LEVEL

660

180

920

125317

513

80

5 F

ALL

71

BARRIER TYPE RDI

VERTICAL FOR INNER TRAFFIC

THIS OUTER FACE MUST BE

163 155

1 4

00

(NO PROVISION FOR CYCLISTS)

INNER TRAFFIC BARRIER TYPE RAI SIMILAR

OUTER TRAFFIC BARRIER TYPE RAO SHOWN

460

NCF

71125

920

660

180

80

(NO PROVISION FOR CYCLISTS)

MEDIAN TRAFFIC BARRIER TYPE RCI

BARRIER TYPE RCI

MEDIAN TRAFFICG

RO

UT P

AD

20 T

HIC

K

WASHER (TYP)



STEEL BOLTS (65 NOM


WITH GROUT



75 x 10 FLAT, TOP RAIL

AT 130 CENTRES

Ø12 BALUSTRADE

75 x 10 FLAT, BOTTOM RAIL

(PROVISION FOR PEDESTRIANS AND CYCLISTS)

INNER TRAFFIC BARRIER TYPE RDI SIMILAR

OUTER TRAFFIC BARRIER TYPE RDO SHOWN

75 x 10 FLAT, TERMINAL

16 THICK VERTICAL PLATE - TYP

260 x 20 PLATE x 320

OR

BASE PLATE

FOR M20 BOLTS

WITH Ø24 HOLE AT CENTRE

2/60 x 4 PLATE x 60 WASHERS

FOR M24 BOLTS



LARGE SERIES WASHERS TO SUIT BOLT SIZES SHOWN MAY BE USED INSTEAD OF PLATE WASHERS

SLOTTED HOLES

2/Ø26 x 30 LONG

SLOTTED HOLES

2/Ø30 x 34 LONG

TYP TYP

320

100

120

100

290

260

5515055

15

15

20 20

0 100 200 300mm

100 50

220


B0502

STANDARD DRAWING No

EDMS No

DS2018/001768DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 TERMINATION - SHEET A


TRAFFIC BARRIERS

[email protected]

DRAWING TO:

SEND FEEDBACK ON THIS STANDARD

GENERAL NOTES

0

125250

250 500 750mm

FOR OTHER GENERAL NOTES RELATING TO THIS SHEET, SEE SHEET No B0505.

ACCORDANCE WITH AS 5100.

DENOTES BARRIER LENGTH AND FOOTING TO BE DETERMINED BY THE DESIGNER IN

OF THE PARAPET.

DENOTES THE MINIMUM DIMENSION BASED ON A 1 IN 10 SLOPE OF THE OUTER FACE

SCALE

DIRECTOR BRIDGES AND STRUCTURES

DEC 2018W.Ariyaratne

21.12.2018

920

660

260

150

71

GR

OU

T P

AD

20 N

OM T

HIC

K

SECTION 1

-

A

-

1

-

1

-

388

317

320

2 500 (CONCRETE TAPER) 250

530405

352

550

660

920

260

2 500 CONCRETE TAPER

490

180

80

125

53

6090

90

600

JOINT GAP

EXPANSION

750

50

780

50

4 080

21050

RMS DRAWING No B0509

BEAM ANCHOR ASSEMBLY, SEE

FOR DETAILS OF CAST-IN THRIE

FINISHED DECK/ROAD LEVEL

GROUT PAD

20 NOM THICK

150 x 100 x 5 RHS

ABUTMENT DECK

ROUNDED TO MATCH RAIL

END PLATE SHALL BE

DETAILS SEE RMS DRAWING No B0501

FOR INTERMEDIATE POST ASSEMBLY

THICK GROUT PAD BENEATH

BASE PLATE WITH NOM 20 MIN

OF THRIE BEAM

RECESS FOR ATTACHMENT

780 LONG x 660 HIGH x 90 DEEP

SEE RMS DRAWING No B0504

FOR EXPANSION JOINT DETAILS

1 IN 20

1 IN 20

SIZE 24 LARGE SERIES WASHERS MAY BE USED INSTEAD OF PLATE WASHERS

BARRIER TYPE RAO

ELEVATION

PLAN

1 2

00

750

450

VERTICAL END PLATE IN END POST

RAIL TAPERED BACK TO ALIGN WITH

500 MIN2502 500 CONCRETE TAPER

THIN NUT AND PLATE WASHER (TYP)

(80 AND 100 NOM PROTRUSION) WITH NUT,

M24 HIGH STRENGTH STEEL BOLTS

317

78 89

480

80 80

270

115

150

60

150

60

5

20

10

60

315

BA

SE P

LA

TE

20 T

HIC

K

0 100 200 300mm

100 50

250

1mm TO MATCH GRADE ON RAIL

150 x 16 PLATE x 320 CHAMFERED

SLOTTED HOLES

�30 x 34 LONG

AT CENTRE - TYP

WASHER WITH �26 HOLE

60 x 4 PLATE x 60

10 THICK PLATE

WITH GROUT

RECESS SHALL BE FILLED


VERTICAL PLATES FOR GALVANIZING

PROVIDE R40 CORNER CUT IN

�50 HOLES

150 x 16 PLATE x 250

480 x 20 PLATE x 270

3 SIDES

� OF DRAIN HOLES

END POST ASSEMBLY

PLAN

DETAIL A

-

GR

OU

T P

AD

NO

M 2

0 M

IN T

HIC

K

315

HOLE ON � OF RHS

PROVIDE �30 DRAIN

GALVANIZING

END PLATE AT RAIL CENTRES FOR

PROVIDE �50 AIR HOLES IN VERTICAL

363

R


B0503

STANDARD DRAWING No

EDMS No

DS2018/001769DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 TERMINATION - SHEET B


TRAFFIC BARRIERS

[email protected]

DRAWING TO:


GENERAL NOTES

0

125250

250 500 750mm


DENOTES BARRIER LENGTH AND FOOTING TO BE DETERMINED BY THE DESIGNER IN ACCORDANCE WITH AS 5100.

DENOTES THE MINIMUM DIMENSION BASED ON A 1 IN 10 SLOPE OF THE OUTER FACE OF THE PARAPET.

SCALE



21.12.2018

920

660

260

150

71

GR

OU

T P

AD

20 N

OM T

HIC

K

SECTION 1

-

A

-

1

-

1

-

TYP

388

317

340

2 500 (CONCRETE TAPER) 750

530405

354

550

660

920

260

2 500 CONCRETE TAPER

750

350

300

490

180

80

125

53

6090

90

600

JOINT GAP

EXPANSION

750

50

500 MIN2502 500 CONCRETE TAPER780

50

4 080

19050

RMS DRAWING No B0509

BEAM ANCHOR ASSEMBLY, SEE

FOR DETAILS OF CAST-IN THRIE


GROUT PAD

20 NOM THICK

150 x 100 x 5 RHS

ABUTMENT DECK

PLATE IN END POST

TO ALIGN WITH VERTICAL END

TOP RAIL TAPERED DOWN AND BACK

WITH VERTICAL END PLATE IN END POST

BOTTOM RAIL TAPERED BACK TO ALIGN


END PLATE SHALL BE

DETAILS SEE RMS DRAWING No B0501


THICK GROUT PAD BENEATH

BASE PLATE WITH NOM 20 MIN

OF THRIE BEAM

RECESS FOR ATTACHMENT

780 LONG x 660 HIGH x 90 DEEP

SEE RMS DRAWING No B0504


1 IN 20

1 IN 20


BARRIER TYPE RBO

ELEVATION

PLAN

1 4

00


(80 AND 100 NOM PROTRUSION) WITH NUT,

M24 HIGH STRENGTH STEEL BOLTS

317

78 89

3 SIDES

500

80 80

270

115

150

70

150

5

20

47

10

50

345

BA

SE P

LA

TE

20 T

HIC

K

0 100 200 300mm

100 50

315



SLOTTED HOLES

�30 x 34 LONG

AT CENTRE - TYP

WASHER WITH �26 HOLE

60 x 4 PLATE x 60

GALVANIZING

AT RAIL CENTRES FOR

IN VERTICAL END PLATE

PROVIDE �50 AIR HOLES

10 THICK PLATE

WITH GROUT

RECESS SHALL BE FILLED




�50 HOLES

150 x 16 PLATE x 320

500 x 20 PLATE x 270

3 SIDES

ON � OF RHS - TYP

PROVIDE �30 DRAIN HOLE

� OF DRAIN HOLES

END POST ASSEMBLY

PLANDETAIL A

-

GR

OU

T P

AD

NO

M 2

0 M

IN T

HIC

K

345

3 SIDES

366

R

6

50

GENERAL NOTES

THE LONGITUDINAL SEAM IN RHS MEMBERS SHALL BE ON THE UNDERSIDE OF THE RAILS.

CONNECTORS TO BE TRIAL FITTED BEFORE GALVANIZING TO ENSURE LOOSE FIT.

SEAM WELD INSIDE RHS TO BE GROUND OFF FOR 250mm MINIMUM FROM END OF RAIL.

SHALL BE UNFILLED, NOT LUBRICATED AND NOT DIMPLED.

PTFE SPACER SHALL BE 100% VIRGIN POLYTETRAFLUOROETHYLENE CONFORMING TO ISO 13000-1 GRADE 1 AND

CURVED BRIDGE.

DENOTES DIMENSION TO BE VERIFIED BY THE DESIGNER WHEN STRAIGHT RAILING PANELS ARE USED ON A

DENOTES DIMENSIONS TO BE VERIFIED BY THE DESIGNER.

RAILINGS AND CONNECTORS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.


MARITIME SERVICES SPECIFICATION B201.

ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL REQUIREMENTS AS GIVEN IN ROADS AND

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1

WITH AS 5100.6

BOLTING CATEGORY FOR HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE 8.8/S IN ACCORDANCE

HIGH STRENGTH STEEL NUTS FOR STRUCTURAL BOLTING SHALL BE PROPERTY CLASS 8 TO AS/NZS 1252.

THEM AS HIGH STRENGTH STEEL BOLTS.

PROPERTIES IN ACCORDANCE WITH AS/NZS 1252 AND SHALL BE MARKED DURING MANUFACTURE TO DESIGNATE

HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE PROPERTY CLASS 8.8 WITH MATERIAL AND MECHANICAL

DIMENSIONS AND SHAPE FOR CUP HEAD BOLTS SHALL BE IN ACCORDANCE WITH AS/NZS 1390.



RECTANGULAR HOLLOW SECTIONS SHALL CONFORM TO AS/NZS 1163-C450LO.

STEEL PLATE SHALL CONFORM TO AS/NZS 3678-250.

SCALE OR AS SHOWN0 100 200 300mm

100 50


B0504

STANDARD DRAWING No

EDMS No

DS2018/001770DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 RAILING JOINT


TRAFFIC BARRIERS

[email protected]

DRAWING TO:



21.12.2018

ELEVATION

REQUIRED

ELEVATION

REQUIRED

RAIL CONNECTOR

PLAN

JOINT DETAILS - TYPICAL JOINT

JOINT DETAILS - EXPANSION JOINT

CUP HEAD BOLTS NOT SHOWN


RAIL CONNECTOR

150 x 100 x 5 RHS RAIL

PLAN

RAIL CONNECTOR

150 x 100 x 5 RHS RAIL

PLAN

R10 TYP

R10 TYP

8 PLATE x 500 LONG - TYP

CUT AND BENT FROM


CUT AND BENT FROM

3 THICK

OF RAIL CONNECTOR

IN BOTTOM FACE

SLOTTED HOLES

4/Ø26 x 45 LONG

ASSEMBLY AT RAIL CONNECTION


2

-

2

-

1

-

1

-

4

-

4

-

3

-

3

-

7

-

7

-

6

-

6

-

5

-

5

-

VIEW 2

-

SECTION 3

-

VIEW 5

-

VIEW 1

-

PTFE SPACER

HOLES

4/Ø26 SLOTTED

86

500

135

78 86

7510015010075

==

135

76

680

100150180150100

95

==

135

76

68

135100

120

75

150

65150 15065

1006565100

75

150

45

Ø40 HOLE

IN TOP FACE OF RAIL CONNECTOR

4/26 x 45 LONG RECTANGULAR HOLES

RAIL CONNECTOR

OF EACH END OF RAIL

2/Ø26 HOLES IN BOTTOM FACE

FACE OF EACH END OF RAIL

2/26 x 26 SQUARE HOLES IN TOP

PTFE SPACER Ø40 HOLE

REGULAR 100 x 120 x 3

SECTION 6

-

HOLES

4/Ø26 SLOTTED

OF EACH END OF RAIL


FACE OF EACH END OF RAIL

2/26 x 26 SQUARE HOLES IN TOP

20 NOM GAP

50 GAP

IN TOP AND BOTTOM FACE

4/Ø26 x 95 LONG SLOTTED HOLES

HOLES

RECTANGULAR

HOLES

SLOTTED

8

8

8

8

1 REQUIRED PER BOLT



SQUARE COLLAR ON BOLT

SQUARE COLLAR ON BOLT

PTFE SPACER ´40 HOLE


0 20 40 60 80 100mm

1020

0 20 40 60 80 100mm

1020

SECTION 4

-

SECTION 7

-

4 ASSEMBLIES REQUIRED PER CONNECTION

STRENGTH STEEL NUT AND WASHER

BOLTS, THREAD LENGTH 60 WITH HIGH

M24 x 140 HIGH STRENGTH STEEL CUP HEAD





GENERAL NOTES

100 200 300 400 500mm0

100 50


B0505

STANDARD DRAWING No

EDMS No

DS2018/001771DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 STANDARD SHAPES

MEDIUM PERFORMANCE LEVEL BARRIER

TRAFFIC BARRIERS

[email protected]

DRAWING TO:


DESIGN REQUIREMENTS, BUT NOT EXCEED 1 IN 10 (5.7°).

THE SLOPE OF THE CONCRETE AND STEEL POST EXTERNAL FACE IS TO BE DETERMINED ACCORDING TO URBAN

SURFACE TOLERANT EPOXY PAINT WITH A MINIMUM DRY FILM THICKNESS OF 100µm.

THE UNDERSIDE OF THE BASE PLATES AND SIDE FACES OF SLOTTED HOLES SHALL BE PAINTED WITH TWO PACK

COMPOUNDS SHALL BE APPLIED TO THE SIDES OF THE GROUT PADS AFTER THE REMOVAL OF FORMWORK.

THE FORMWORK FOR THE GROUT PADS SHALL REMAIN IN PLACE FOR A MINIMUM OF 3 DAYS AND CURING

SIDE FACES OF GROUT PADS SHALL BE VERTICAL AND FLUSH WITH EDGES OF BASE PLATES.

THERE ARE NO VOIDS UNDER THE BASE PLATES.

GROUTING SHALL BE CARRIED OUT TO ENSURE THAT THE FORMED RECESSES ARE COMPLETELY FILLED AND THAT

MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 40MPa.

COMPENSATED HIGH FLOW CEMENTITIOUS GROUT.

DENOTES THE GROUT USED TO CONSTRUCT MORTAR PADS AND FILL FORMED RECESSES SHALL BE SHRINKAGE

BY THE DESIGNER.

REINFORCEMENT NOT SHOWN. THE SIZE AND SPACING OF REINFORCEMENT MUST BE DETERMINED



ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL REQUIREMENTS AS GIVEN IN ROADS AND

ALL WELDING SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1.

BOLTS NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH AS 1214.


ALL STEEL COMPONENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ROADS AND

STEEL WASHERS, LARGE SERIES, SHALL CONFORM TO AS 1237.1, PRODUCT GRADE A.

BOLTING CATEGORY FOR HIGH STRENGTH STEEL BOLTS SHALL BE 8.8/S IN ACCORDANCE WITH AS 5100.6.

HIGH STRENGTH STEEL NUTS FOR STRUCTURAL BOLTING SHALL BE PROPERTY CLASS 8 TO AS/NZS 1252.

HIGH STRENGTH STEEL BOLTS FOR STRUCTURAL ENGINEERING SHALL BE PROPERTY CLASS 8.8 TO AS/NZS 1252.



RECTANGULAR AND CIRCULAR HOLLOW SECTIONS SHALL CONFORM TO AS/NZS 1163 - C450LO.

STEEL PLATE SHALL CONFORM TO AS/NZS 3678 - 250.

10 x 10 CHAMFER SHALL BE USED AT TOP CORNERS OF CONCRETE PROFILE.

MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE: 40MPa

CONCRETE EXPOSURE CLASSIFICATION: B1

POST SPACING TO SUIT PRECAST PARAPET UNITS, SAFETY SCREEN PANELS OR NOISEWALL PANELS AS REQUIRED.

MAXIMUM POST SPACING: 2 700mm.

DESIGN ASSUMPTIONS:

SCALE OR AS SHOWN.



21.12.2018


270 x 25 PLATE x 330

ORFOR M20 BOLTS



FOR M30 BOLTS




SLOTTED HOLES

2/Ø26 x 30 LONG

SLOTTED HOLES

2/Ø36 x 40 LONG

TYP TYP

330

105

120

105

300

270

6015060

240

15

15

10 20

0 100 200 300mm

100 50


270 x 25 PLATE x 330

ORFOR M20 BOLTS



FOR M30 BOLTS




SLOTTED HOLES

2/Ø26 x 30 LONG

SLOTTED HOLES

2/Ø36 x 40 LONG

TYP TYP

330

105

120

105

300

270

6515055

24015

15

15 15

0 100 200 300mm

100 50

BASE PLATE TYPE MAO BASE PLATE TYPE MBO

TYPE MAO

FINISHED DECK LEVEL

NCF

150 x 100 x 8 RHS

FILLED WITH GROUT

RECESSES SHALL BE


WASHER (TYP)



STEEL BOLTS (75 NOM


TRAFFIC BARRIER TYPE MBI

BE VERTICAL FOR INNER

THIS OUTER FACE MUST

WASHER (TYP)



STEEL BOLTS (85 NOM


TYP6

352 125

630

300

330

1 4

00

750

490

180

103

15

90

53

5 F

ALL


INNER TRAFFIC BARRIER TYPE MAI SIMILAR

OUTER TRAFFIC BARRIER TYPE MAO SHOWN

80

GR

OU

T P

AD

20 N

OM

TYPE MBO

FINISHED DECK LEVEL

NCF

FILLED WITH GROUT

RECESSES SHALL BE


TRAFFIC BARRIER TYPE MAI

BE VERTICAL FOR INNER

THIS OUTER FACE MUST

WASHER (TYP)



STEEL BOLTS (85 NOM


1 4

00

920

180

5 F

ALL

80

GR

OU

T P

AD

20 N

OM

WASHER (TYP)



STEEL BOLTS (75 NOM


TYP6

15

90

R40

513

317 71 125

150 x 100 x 9 RHS

480

660

460

R40

530

NCF

1 2

00

940

180

80

125101200

FINISHED DECK LEVEL

1 2

00

940

180

80

101125

NCF

TYPE MCI

MEDIAN TRAFFIC BARRIER

380


INNER TRAFFIC BARRIER TYPE MBI SIMILAR

OUTER TRAFFIC BARRIER TYPE MBO SHOWN

106

GENERAL NOTES

0

125250

250 500 750mm


B0506

STANDARD DRAWING No

EDMS No

DS2018/001772DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 TERMINATION - SHEET A


TRAFFIC BARRIERS

[email protected]

DRAWING TO:





SCALE



21.12.2018

PLAN

1 IN 20

BARRIER TYPE MAO


ELEVATION

DECKABUTMENT

150 x 100 x 8 RHS



END PLATE SHALL BE

PLATE IN END POST

TO ALIGN WITH VERTICAL END

TOP RAIL TAPERED DOWN AND BACK

ALIGN WITH VERTICAL END PLATE IN END POST

BOTTOM RAIL SHALL BE TAPERED BACK TO

GROUT PAD BENEATH

WITH 20 NOM THICK

END POST ASSEMBLY

900

750

350

300

490

180

170

660

2 560

196

317

405

513

317

660

260

19

68

8080

19 53


(85 NOM PROTRUSION) WITH NUT,

M30 HIGH STRENGTH STEEL BOLT

1

-

1

-

SERVICES DRAWING No B0508

SEE ROADS AND MARITIME



DETAILS, SEE ROADS AND MARITIME


A

-

150 79

12571

125

71

530

125

GR

OU

T P

AD

20 N

OM T

HIC

K

GR

OU

T P

AD

NO

M 2

0 T

HIC

K

JOINT GAP

EXPANSION

SECTION 1

-

APPROACHES

BARRIER IN BRIDGE

REINFORCED CONCRETE

REGULAR PERFORMANCE

513

1 4

00

920

3 700

650 MIN2501 700 CONCRETE TAPER1 100

920

180

80

1 100 1 700 (CONCRETE TAPER) 900

490

STEEL CAST-IN DOWELS

GRADE 316 STAINLESS

3 SIDES

3 SIDES

150 x 20 PLATE x 315

500 x 25 PLATE x 270

WITH GROUT





DETAIL A

- END POST ASSEMBLY0 100 200 300mm

100 50

PLAN

Ø50 HOLES

GALVANIZING

AT RAIL CENTRES FOR

IN VERTICAL END PLATE

PROVIDE Ø50 AIR HOLES



BA

SE P

LA

TE

25 T

HIC

K

GR

OU

T P

AD

NO

M 2

0 T

HIC

K

345

315

80

500

345

270

150

115

35

5

20

CL OF DRAIN HOLES

ON CL OF RHS - TYP

PROVIDE Ø30 DRAIN HOLE

3 SIDES

12 THICK PLATE

6

SLOTTED HOLES

Ø36 x 40 LONG10

HOLE AT CENTRE - TYP

WASHER WITH Ø32

60 x 4 PLATE x 60

60

150

60

363

R


B0507

STANDARD DRAWING No

EDMS No

DS2018/001773DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 TERMINATION - SHEET B


TRAFFIC BARRIERS

[email protected]

DRAWING TO:


GENERAL NOTES

0

125250

250 500 750mm




SCALE



21.12.2018

PLAN

ELEVATION

1 IN 20

BARRIER TYPE MBOSIZE 30 LARGE SERIES WASHERS MAY BE USED INSTEAD OF PLATE WASHERS

DECKABUTMENT


150 x 100 x 9 RHS

80

BARRIER IN BRIDGE APPROACHES

TYPE F REINFORCED CONCRETE

2

-

2

-

END POST ASSEMBLY


DETAILS SEE ROADS AND MARITIME



(85 NOM PROTRUSION) WITH NUT,

M30 HIGH STRENGTH STEEL BOLT

250 650 MIN

1 4

00

180

513

125

388

920

660

180

80

71

GAP

EXPANSION JOINT

GR

OU

T P

AD

20 N

OM T

HIC

K

SECTION 2

-

2 560

A

-


SEE ROADS AND MARITIME


513

19

68 150 79


END PLATE SHALL BE

297

660

260

80

12571

GR

OU

T P

AD

20 N

OM T

HIC

K

493

WITH VERTICAL END PLATE IN END POST

RAIL SHALL BE TAPERED BACK TO ALIGN

317

196 7

1125

480

920

3 700

880

380

660

1 920

880 1 920 900

STEEL CAST-IN DOWELS

GRADE 316 STAINLESS

PLAN

FOR GALVANIZING

END PLATE AT RAIL CENTRE

PROVIDE Ø50 AIR HOLE IN



3 SIDES

150 x 20 PLATE x 235

480 x 25 PLATE x 270

FILLED WITH GROUT

FORMED RECESSES

80 x 80 x 20 DEEP

END POST ASSEMBLY

Ø50 HOLE

CL OF DRAIN HOLE

DETAIL A

-

0 100 200 300mm

100 50

270

115

150

315

480

5580

235

20

5

10

GR

OU

T P

AD

NO

M 2

0 T

HIC

K

PL

AT

E

25 T

HIC

K B

AS

E

12 THICK PLATE

HOLE ON CL OF RHS

PROVIDE Ø30 DRAIN

SLOTTED HOLES

Ø36 x 40 LONG

60

150

60

HOLE AT CENTRE - TYP

WASHER WITH Ø32

60 x 4 PLATE x 60

363

R

PLATES FOR GALVANIZING

CUTS IN VERTICAL

PROVIDE R40 CORNER

315

GENERAL NOTES

THE LONGITUDINAL SEAM IN RHS MEMBERS SHALL BE ON THE UNDERSIDE OF THE RAILS.

CONNECTORS TO BE TRIAL FITTED BEFORE GALVANIZING TO ENSURE LOOSE FIT.

SEAM WELD INSIDE RHS TO BE GROUND OFF FOR 250mm MINIMUM FROM END OF RAIL.

ISO 13000-1 GRADE 1 AND SHALL BE UNFILLED, NOT LUBRICATED AND NOT DIMPLED.

PTFE SPACER SHALL BE 100% VIRGIN POLYTETRAFLUOROETHYLENE CONFORMING TO

PANELS ARE USED ON CURVED BRIDGE.

DENOTES DIMENSION TO BE VERIFIED BY THE DESIGNER WHEN STRAIGHT RAILING

DENOTES DIMENSIONS TO BE VERIFIED BY THE DESIGNER.

RAILINGS AND CONNECTORS SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION.


AS GIVEN IN ROADS AND MARITIME SERVCIES SPECIFICATION B201.

ALL WELDING SHALL CONFORM TO AS/NZS 1554.1 WITH ADDITIONAL REQUIREMENTS

THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS/NZS 1554.1.

IN ACCORDANCE WITH AS 5100.6

BOLTING CATEGORY FOR HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE 8.8/S

HIGH STRENGTH STEEL BOLTS.

AND SHALL BE MARKED DURING MANUFACTURE TO DESIGNATE THEM AS

MATERIAL AND MECHANICAL PROPERTIES IN ACCORDANCE WITH AS/NZS 1252

HIGH STRENGTH STEEL CUP HEAD BOLTS SHALL BE PROPERTY CLASS 8.8 WITH

WITH AS/NZS 1390.

DIMENSIONS AND SHAPE FOR CUP HEAD BOLTS SHALL BE IN ACCORDANCE

MARITIME SERVICES QA SPECIFICATION B240.

ALL FASTENERS MUST CONFORM TO THE REQUIREMENTS OF ROADS AND

RECTANGULAR HOLLOW SECTIONS SHALL CONFORM TO AS/NZS 1163-C450LO.

STEEL PLATES SHALL CONFORM TO AS/NZS 3678-250.

SCALE OR AS SHOWN0 100 200 300mm

100 50


B0508

STANDARD DRAWING No

EDMS No

DS2018/001774DATE


REVISION ISSUE

1

ISSUEDSTATUS

A1 RAILING JOINT


TRAFFIC BARRIERS

[email protected]

DRAWING TO:



21.12.2018

ELEVATION

REQUIRED

20 NOM GAP

REQUIRED

RAIL CONNECTOR

PLAN

JOINT DETAILS - TYPICAL JOINT

JOINT DETAILS - EXPANSION JOINT

50 GAP

Ø40 HOLE

RAIL CONNECTORCUP HEAD BOLTS NOT SHOWN


PLAN

PLAN

OF EACH END OF RAIL


TOP FACE OF EACH END OF RAIL

3/26 x 26 SQUARE HOLES IN

R10 TYP


CUT AND BENT FROM

R10 TYP


CUT AND BENT FROM

3 THICK



SLOTTED HOLES

RAIL CONNECTOR

OF EACH END OF RAIL


TOP FACE OF EACH END OF RAIL

3/26 x 26 SQUARE HOLES IN

PTFE SPACER

SECTION 6

-

VIEW 5

-

VIEW 1

-

VIEW 2

-

6

-

6

-

5

-

5

-

7

-

7

-

3

-

3

-

4

-

4

-

2

-

2

-

1

-

1

-

10

10

700

77

126

67 77

65100100 10010065

75

150

7510010015010010075

126

==

OF RAIL CONNECTOR

HOLES IN BOTTOM FACE

6/Ø26 x 45 LONG SLOTTED

RAIL CONNECTOR

HOLES

RECTANGULAR

SLOTTED HOLES

71

95

980

69

65150150 15015065

75

150

100150150180150150100

==

126

126

59

69

100

100

10

10

SECTION 3

-

IN TOP AND BOTTOM FACES

6/Ø26 x 95 LONG SLOTTED HOLES

1 REQUIRED PER BOLT



REQUIRED

OF RAIL CONNECTOR

HOLES IN TOP FACE

6/Ø26 x 71 LONG SLOTTED 150 x 100 RHS RAIL

ELEVATION

150 x 100 RHS RAIL









ON BOLT

SQUARE COLLAR

ON BOLT

SQUARE COLLAR

0 20 40 60 80 100mm

1020

0 20 40 60 80 100mm

1020

SECTION 4

-

SECTION 7

-

Ø40 HOLE

PTFE SPACER WITH


2

-

0

50

150mm10050

25


CAST-IN ANCHOR

THRIE BEAM

TRAFFIC BARRIERS

B0509

STANDARD DRAWING No

EDMS No

DS2017/002822DATE


REVISION ISSUE

2

ISSUEDSTATUS

A1

[email protected]

DRAWING TO:


DIMENSION SHALL BE MEASURED ALONG THE REFERENCE LINE AS SHOWN IN VIEW .

DENOTES TYPICAL DIMENSION FOR ALL CASES. WHERE STRUCTURES ARE CONSTRUCTED ON A GRADE, THIS

ZINC-RICH PRIMER.

AFTER ASSEMBLY, DAMAGED GALVANIZED SURFACES SHALL BE RENOVATED WITH TWO PACK ORGANIC

FERRULES ONLY SHALL BE HOT-DIP GALVANIZED.

WELDING SYMBOLS CONFORM TO AS 1101 PART 3.

WITH ADDITIONAL REQUIREMENTS AS GIVEN IN ROADS AND MARITIME SERVICES SPECIFICATION B204.

ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF AS/NZS 1554 PART 1

WELD CATEGORY SHALL BE GP IN ACCORDANCE WITH AS/NZS 1554 PART 1.

REINFORCING BAR SHALL CONFORM TO AS/NZS 4671-D500N.

STEEL PLATE SHALL CONFORM TO AS/NZS 3678-250.

SCALE OR AS SHOWN.

GENERAL NOTES

DEC 2018


W.Ariyaratne

21.12.2018

ANCHOR ASSEMBLY

TY

P

35

TYP6

190

190

200

55

95

95

55

TYP

20

100 88

GALVANIZED BOLT - TYP

WITH �24 HOLE TAPPED TO SUIT

GRADE 250R TO AS/NZS 3679.1

�45 x 100 LONG STEEL BAR

FERRULES:

450 x 8 PLATE x 65

300 x 8 PLATE x 65

REINFORCEMENT BAR

N12 x 300 LONG

ELEVATION

VIEW 1

-

1

-

1

-

100 200 300 400 500mm0

10050

RECESSED FACE

SET FLUSH WITH

ANCHOR TO BE

RECESSED FACE

DECK LEVEL

LINE

RECESS REFERENCE

BARRIER

END OF CONCRETE

BARRIER

END OF CONCRETE

VIEW 2

-

ELEVATION

VIEW 3

-

FIXING DETAILS

2

-

2

-

3

-

3

-

AND BOLTS

� OF FERRULES

AND BOLTS

� OF FERRULES

� OF CAST-IN ANCHOR

TYP

65

90

65

DEEP RECESS

780 LONG x 90 NOM

DEEP RECESS

780 LONG x 90 NOM

550

550

90°

� OF CAST-IN ANCHOR

b0500 - barrier and railing approved set · general notes 0 100 200 300 400 500mm 10050 copyright...

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