TYPICAL VOLUME TYPICAL VOLUME TYPE PROFILE AND … · 2017-11-27 · typical islands traffic kerb...

STANDARD DRAWING No.

REV DATE AMENDMENT / REVISION DESCRIPTION WVR No. APPROVAL

A3

SCALES ON A3 SIZE DRAWING

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PREPARED BY

© Roads and Maritime Services

ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN

QR CODE

REV.

CONTACT DETAILS

DRAWING TO :

SEND FEEDBACK ON THIS STANDARD

[email protected] SHEET OF

STANDARD DRAWINGROAD DESIGN ENGINEERING

ORIGINAL ISSUE DATE

JANUARY 2017

DOCUMENT VER.

SCAN TO CHECK

R0300 KERB AND CHANNEL SERIES

EDMS No.STATUS

ISSUED

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

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

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

AND TECHNOLOGYROAD POLICY, SPECIFICATIONSENGINEERING SERVICES

0.154SA

TYPEm³ / m

VOLUMEPROFILE AND DIMENSIONS

SB

0.170

MINIMUM

VARIABLE

SE 0.098

0.043

0.092

0.102SL

m³ / m

VOLUME

0.043

TYPE PROFILE AND DIMENSIONS

SO

0.200

MINIMUM

VARIABLE

RT 0.138

F 0.294

SK

0.276

MINIMUM

VARIABLE

SF

SFM

SM

*

*

*

*

USE

TYPICAL

CROSSING

DISHED

ISLANDS

TRAFFIC

MEDIANS AND

RAISED

ISLANDS

TRAFFIC

MEDIANS AND

RAISED

MOWING STRIP

ISLANDS WITH

TRAFFIC

MEDIANS AND

RAISED

USE

TYPICAL

ISLANDS

TRAFFIC

KERB AT

BARRIER

ISLANDS

TRAFFIC

KERB AT

BARRIER

WATERWAY

INCREASED

CROSSING,

DISHED

PARKING

/ FOOTWAY

VERGE /

ALLOWS

URBAN,

BARRIER

MEDIAN * FOOTWAY

ADJACENT TO

CHANNEL

AND

BARRIER KERB

CUTTINGS

SHOULDERS IN

ADJACENT TO

CHANNEL

PRODUCT LIST

ACCEPTED

BARRIER

SAFETY

SERVICES

MARITIME

ROADS AND

REFER TO

BARRIERS

FOR APPROVED

30016070

540

150

100

250

150

1 000

500500

600600

1 200

150

520

300

150

80

500500

1 000

MIN

230 125

MA

X

80

500

MIN

170

110

MIN

150

760

300

R

300

R

250R

MIN

150

100

250R

MIN

180MIN

255

MIN

150

120

200

230

MIN

150

360340

150

320

300

150

150

180

180

820

30 30

40

40

20 10

60

30

1050

3030

15

30 30 10

210

20 70 160 10

80

30

100

20 160 10

80

30

100

300

MIN

210

2

1

NOTES

RECESS AT BASE OF KERB MAY BE REQUIRED FOR SUBBASE LAYER.

AND MARITIME SERVICES RIGID PAVEMENT STANDARD DRAWINGS.

FOR KERB CONSTRUCTED ON CONCRETE PAVEMENT, REFER TO ROADS3.

EDGES OF TYPE F BARRIER TO BE ROUNDED TO 25mm RADIUS.2.

5 mm RADIUS MAXIMUM.

ALL EXPOSED EDGES, EXCEPT TYPE F BARRIER, TO BE ROUNDED TO1.

1

1

ISSUED

SFR

MANAGER ROAD POLICY, SPECIFICATIONS & TECHNOLOGY

20.01.17

/DS2014_005889

R0300-01 2

2.2.2017 SFRDimension errors corrected

Dimension lines of SF and SFM kerbs amended SFRSFR24/11/17

STANDARD KERB AND CHANNEL SHAPES

ProjectWiseQRCodeLayer



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

1

-

ROAD POLICY, SPECIFICATIONS AND

1

ENGINEERING SERVICES

AND TECHNOLOGY

DISHED CROSSING FOR MINOR STREET JUNCTIONS AND ACCESS ROADS

PLAN

DETAIL

NOT TO SCALE

A

--

A

--

TYPE SB DISHED CROSSING

TYPE SA KERB

TYPE SA KERB

ROAD

MINOR

TYPE SB DISHED CROSSING

1

ISSUED

SFR


20.01.17

/DS2014_005892

R0300-02 -

NOTES

SEE R0300-01

1. FOR DETAILS OF KERB AND CHANNEL SHAPES AND DIMENSIONS




A3


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

1


1


AND TECHNOLOGY /

-

CYCLEWAY MEDIAN NOSE TREATMENT

DS2014_005893

R0300-03

NOTES

1. All dimensions are in millimetres.

2. Drawing not to scale.

3. Location as indicated on plans.

CYCLEWAY

EXPANSION JOINT

and variable

500 min

EXPANSION JOINT

R 0.3

R 0.3

TRAFFIC

600

150

50 50

PLAN

SECTION

NOT TO SCALE --

1

1

--

1

--

SFR


20.01.17

ISSUED




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


1


AND TECHNOLOGY

STANDARD VEHICULAR CHANNEL CROSSING FORUSE WITH TYPE SA KERB CHANNEL

DESIRABLE MAX. 4%

DESIRABLE MIN. 2%

MAX. 6 TO 1

EASE

TRAFFIC FLOW

DIRECTION OF

PR

OPE

RT

Y LIN

E

DESIRABLE MAX. 4%

DESIRABLE MIN. 2%

MAX. 6 TO 1

FOOTWAY

EQUAL

150

FO

OT

WA

Y

PROPERTY ENTRANCE

500500

6 TO 1

150

20

LINE

700 400

PROPERTY ENTRANCE

400 700

LINE

FO

OT

WA

Y

500

150

FOOTWAY CROSSFALL

EXPANSION JOINT

KERB

EXPANSION JOINT

FOOTWAY CROSSFALL

CHANNEL

LOW LEVEL

HIGH LEVEL

(SEE TYPICAL LOCATIONS)

WIDTH

1

--

2

--

2

--

3

--

3

--

1

--

GENERAL

PLAN

SECTION

NOT TO SCALE --

2SECTION

NOT TO SCALE --

1SECTION

NOT TO SCALE --

3

4 m

PRIVATE PREMISES

TYPICAL LOCATIONS

PLAN

BUSINESS AND COMMERCIAL PREMISES

TYPICAL TREATMENTS

12 m MAXIMUM

1

ISSUED

SFR


20.01.17

/DS2014_005894

R0300-04 -

NOTES

SPECIFICATION R53.

CONCRETE GRADE STRENGTH SHALL BE IN ACCORDANCE WITH RMS3.

FOR DETAIL OF KERB AND CHANNEL SEE R0300-012.

ALL RADII TO BE 20mm.1.




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


1


AND TECHNOLOGY

KERB TRANSITION TYPE SA KERB TO TYPE SF KERB

SA KERB

LINE OF PAVEMENT

150

150

150

INVERT OF KERB

TOP OF KERB

SF KERB

FACE OF KERB

& PAVEMENT LEVEL

70

160

100

30

LIP OF CHANNEL

SA KERB

TOP OF KERB

SF KERB

ELEVATION

PLAN

TRANSITION 3.0 m

OF KERB TRANSITION

ISOMETRIC VIEW

1

INVERT OF CHANNEL

INVERT OF CHANNEL

ISSUED

SFR


20.01.17

/DS2014_005895

R0300-05 -




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

1

-


1


AND TECHNOLOGY

KERB TRANSITION TYPE SA KERB TO TYPE SM KERB

SA KERB

LINE OF PAVEMENT

SM KERB

150

TOP OF KERB

150

LIP OF CHANNEL

150

150

SA KERB

TOP OF KERB

80

150

SM KERB

INVERT OF KERB

ELEVATION

TRANSITION 3.0 m

PLAN

OF KERB TRANSITION

ISOMETRIC VIEW

1

INVERT OF CHANNEL

INVERT OF CHANNEL

ISSUED

SFR


20.01.17

/DS2014_005896

R0300-06 -




A3


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

1

-


1


AND TECHNOLOGY

KERB TRANSITION TYPE SE TO TYPE SK

BASE OF KERB

INVERT OF KERB

LIP OF KERB

5000

5000

2500

3

--

3

--

2

--

2

--

1

--

1

--

SK

TYPE

KERB

SK

TYPE

KERB

TYPE SE

KERB

TYPE SE

KERB

PLAN

ELEVATION

SECTION

NOT TO SCALE --

2 SECTION

NOT TO SCALE --

3SECTION

NOT TO SCALE --

1

1

(KERB TYPE SK SEE DS2014/005889 FOR DETAILS)

KERBOFBACKORTOP

LIP OF KERB

INVERT OF KERB

KERB

OFBACK

ORTOP

ISSUED

SFR


20.01.17

/DS2014_005897

R0300-07 -

(KERB TYPE SE SEE R0300-01 FOR DETAILS)




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

1

-


1


AND TECHNOLOGY

KERB TRANSITION TYPE SE TO CONCRETE PAVEMENT

CONCRETE

PAVING

BASE OF KERB

KERB TYPE SE

KERB TRANSITION

LIP OF KERB

LIP

CONCRETE

PAVING

OF KERB

KERB TYPE SE

1000

4500

1000 1000 1500

PLAN

ELEVATION

SECTION

NOT TO SCALE --

5

1

--

1

--

2

--

2

--

3

--

3

--

4

--

4

--

5

--

5

--

SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

2 SECTION

NOT TO SCALE --

3 SECTION

NOT TO SCALE --

4

1

ISSUED

SFR


20.01.17

/DS2014_005898

R0300-08 -

FOR DETAILS OF KERB AND CHANNEL SEE R0300-01




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


1


AND TECHNOLOGY

KERB TRANSITION TYPE SK TO TYPE SA

TYPE SK KERB

INVERT OF KERB

TOP OR BACK OF KERB

LIP OF KERB

TYPE SA KERB

KERB TRANSITION

TYPE SK KERB

TYPE SA KERB

4500

1000 1000 1000 1500

PLAN

ELEVATION

SECTION

NOT TO SCALE --

1 SECTION

NOT TO SCALE --

2 SECTION

NOT TO SCALE --

3 SECTION

NOT TO SCALE --

4 SECTION

NOT TO SCALE --

5

1

--

1

--

2

--

2

--

3

--

3

-- 4

--

4

--

5

--

5

--

1

INVERT OF CHANNEL

ISSUED

SFR


20.01.17

/DS2014_005899

R0300-09 -

FOR DETAILS OF KERB AND CHANNEL SEE R0300-01




A3


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20

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


1


AND TECHNOLOGY

KERB TRANSITION TYPE SM TO TYPE SF

TYPE SM KERB

150

FACE OF KERB

TYPE SF KERB

PAVEMENT LEVEL

150 INVERT OF KERB

70

160

30

100

SM KERB SF KERB3000

ELEVATION

PLAN

OF TRANSITION

ISOMETRIC VIEW

1

ISSUED

SFR


20.01.17

/DS2014_005900

R0300-10 -

NOTES

R0300-01

1. FOR DETAILS OF KERB AND CHANNEL SHAPES AND DIMENSIONS SEE




A3


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10

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


1

KERB RAMPS

LIP LINE

BACK OF KERB

1200 MIN

LIP LINE

FACE OF KERB

BACK OF KERB

EXPANSION JOINT/CONSTRUCTION JOINT

125

TOP OF KERB

FACE OF KERB

ROADWAY

CROSSFALL

FOOTWAY

CONSTRUCTION JOINT

EXPANSION JOINT/

1

--

1

--

SECTION

NOT TO SCALE --

1WITH SL82 MESH

CONCRETE REINFORCED

MINIMUM 125 mm THICKNESS OF

WITH NON SLIP FINISH

RAMP SURFACE TO BE PROVIDED

8 TO 1 MAXIMUM

TRANSITION

SHARP

NOTES

3

1

NOT TO SCALE

ISSUED

SFR


20.01.17

/DS2014_005985

R0300-11 1

SHARP TRANSITION

SHARP TRANSITION

PLANSTANDARD KERB RAMP

45° (#)

REDUCED TO 30°

# WHERE CONSTRAINTS DICTATE THE ANGLE MAY BE

PRINCIPAL ROAD DESIGNER ENGINEER.

KERB RAMPS WIDER THAN 6000 mm REQUIRE APPROVAL FROM 9.

INSTALLING THE SILICONE SEALANT.

PREPARED IN ACCORDANCE WITH THE SPECIFICATION BEFORE

FORMED AND EXISTING JOINT FACES AND ARRISES MUST BE8.

JOINTS AND DOWELS MUST BE PROVIDED AS SHOWN.7.

RAMPS.

OF PEDESTRIAN TRAVEL AND PROVIDE 1.0 m CLEARANCE BETWEEN

SEPARATE KERB RAMPS MUST BE CONSTRUCTED FOR EACH DIRECTION6.

TO THE CORRESPONDING RAMP ON THE OPPOSITE SIDE OF THE ROAD.

PEDESTRIAN TRAVEL. THE DIRECTION OF A KERB RAMP MUST BE ALIGNED

5. KERB RAMPS ARE TO BE ALIGNED WITH THE DESIRED DIRECTION OF

TRANSITION BETWEEN TWO EDGES.

IT IS CRITICAL THAT THE CHANGE IN GRADE IS DEFINED BY A SHARP4.

COVER TO REINFORCEMENT MUST BE MINIMUM OF 50 mm.3.

THE CONCRETE RAMP WILL BE THE SAME AS THE ADJACENT PAVEMENT.

AND MARITIME SERVICES SPECIFICATION R15. THE COMPACTION UNDER

PREPARATION UNDER THE RAMP TO BE IN ACCORDANCE WITH ROADS2.

KERB HEIGHT AT INTERSECTIONS IS 150.

FOR DETAIL OF STANDARD KERB AND SHAPES, SEE R0300-01. STANDARD 1.

1200 min

SFR9/10/17 Amendments to annotations on Plan




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


3

1

1

2

KERB RAMP INSTALLATION

BACK OF KERB

FACE OF KERB

FACE OF KERB

BACK OF KERB

LIP LINE

LIP LINE

BACK OF KERB

FACE OF KERB

BACK OF KERB

FACE OF KERB

3

1

ISSUED

SFR


20.01.17

/DS2014_005985

R0300-11 1

PLAN

3600

LIP LINE

FACE OF KERB

BACK OF KERB

PLAN

BACK OF KERB

FACE OF KERB

LIP LINE

NOT TO SCALE

DESIGN GUIDE)

(REFER TO TRAFFIC SIGNAL

PEDESTRIAN CROSSING LINE

DESIGN GUIDE)

(REFER TO TRAFFIC SIGNAL

TRAFFIC SIGNAL POST

NOT TO SCALE

3600

TRAFFIC SIGNAL CROSSING WIDTH

PEDESTRIAN CROSSING (ZEBRA) WIDTH

9/10/17 SFRAmendments to annotations on Plan (Sheet 1)9/10/17 SFRAmendments to annotations on Plan (Sheet 1)



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


3

BACK OF KERB

FACE OF KERB

LIP LINE

OBTUSE INTERSECTION

KERB RAMP FOR

DIRECTION OF TRAVEL

PARALLEL LINE TO

(DESIRE LINE)

DIRECTION OF TRAVEL

AT INTERSECTIONTYPICAL APPLICATION OF KERB RAMPS

3

1

ISSUED

SFR


20.01.17

/DS2014_005985

R0300-11 1

(AS SHOWN)

PARALLEL TO FACE OF KERB LINE

BACK OF KERB RAMP TO BE

(8 TO 1 MAX)

EVEN GRADE

8 TO 1 SLOPE

45° (#)

REDUCED TO 30°

WHERE CONSTRAINTS DICTATE THE ANGLE MAY BE #

BACK OF KERB

FACE OF KERB

LIP LINE

DESIRE LINE

EDGE OF

APEX

INNER RAMP

DESIRE LINE

EDGE OF

1000

MINMIN

POIN

T (TP)

KE

RB R

ET

UR

NS T

AN

GE

NT

PR

OJE

CTIO

N LIN

E B

ET

WEE

N

BACK OF KERB

FACE OF KERB

LIP LINE

LIP LINE

BA

CK O

F K

ER

B

FA

CE O

F K

ER

B

LIP LIN

E

POINT (TP)

TANGENT

POINT (TP)

TANGENT

POINT (TP)

TANGENT

POINT (TP)

TANGENT

POINT (TP)

TANGENT

POINT (TP)

TANGENT

1200 DES

APEX

INNER RAMP

DESIRE LINE

EDGE OF

70° min

110° max

OBTUSE INTERSECTION

SEE KERB RAMP FOR

ADJACENT CROSSINGS

KERB RAMPS WITH

ALIGNED KERB RAMPS

1200

MIN600

MIN600

1000 MIN

9/10/17 SFRAmendments to annotations on Plan (Sheet 1)

TYPICAL VOLUME TYPICAL VOLUME TYPE PROFILE AND … · 2017-11-27 · typical islands traffic kerb...

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