public domain technical manual (pdtm)public domain technical manual (pdtm) standard drawings - all...

STATUS AND REVISION DESCRIPTION

DATE

SHEET No. REV.

APPROVED

FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\5-KERB AND GUTTER.dwg - PRINTED: 11:42:26 AM 19/12/17

CHECKED

PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)

STANDARD DRAWINGS -

All drawings are owned by Sutherland

Shire Council. Issue of AutoCAD

drawings must be authorised by

Manager of Design Services.

This sheet to be read in conjunction with

Sheet 00 of each respective Series.

- PDTM ORIGINAL ISSUE S. CHAPMAN 15/12/2017G. LUCAS

FOR INFORMATION

SERIES No.CHAPTER No.

PART C

- KERB & GUTTER

COVER SHEET

05 00 -

PAVEMENT LEVEL

Ø90mm PVC STORMWATER

OUTLET WHERE REQUIRED

150

130

40

110

450175

25

150

130

280

40

840

130

150

40

10

300

30

500

9

0

°

ROLL KERB ROOF WATER OUTLET

REFER SSC-03-03-1

NOMINAL FACE OF KERB

150 180

150 450

160

100

130

40

260

R

3

0

0

R

300

600

90

10

270

40

150

40

= =

600mm OR 900mm AS SPECIFIED

25

171

150

40

450175

40

200

150

350

150

PAVEMENT LEVEL

NOTES

1. ALL CONCRETE SHALL BE 25MPa CONCRETE WITH A MAXIMUM

AGGREGATE SIZE OF 20mm.

2. ALL EXPOSED EDGES TO BE ROUNDED TO 10mm RADIUS UNLESS

IN SHOPPING CENTRE LOCATION. IN THESE LOCATIONS, BACK OF

KERB IS TO BE ROUNDED TO 5mm RADIUS.


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 KERB ONLY - 150mm HIGH x 150mm WIDEDetail - Scale 1:5

STANDARD KERB & GUTTER (150mm HIGH x 150mm WIDE KERB)Detail - Scale 1:10

WIDE KERB & GUTTER (150mm HIGH x 300mm WIDE KERB)Detail - Scale 1:10

2

3

4 HIGH KERB AND GUTTER (200mm HIGH x 150mm WIDE KERB)Detail - Scale 1:10

DISH GUTTERDetail - Scale 1:10

ROLL KERB (90mm HIGH)Detail - Scale 1:10

5

6

7 MOUNTABLE KERBDetail - Scale 1:5

TYPES OF KERB

05 01 -

- KERB & GUTTER

INVERT OF GUTTER

LIP OF GUTTER

CROSSING NOT TO EXTEND BEYOND CORNER OF WINGS

LAYBACK WIDTH VARIES (STANDARD 3500mm)

700*700*

450

450

450

25

450

25

KERB KERB

1010

10mm THICK EXPANSION JOINT OF

APPROVED MATERIAL

A

10

0

A

TOP OF 25mm STEP

TOP OF KERB


APPROVED MATERIAL

MESH INVERT OF GUTTER

ANY EXCAVATION IN THIS AREA

TO BE FILLED WITH CONCRETE

OR FULLY COMPACTED

GRANULAR FILL

VARIES. STANDARD HEIGHT 100MM.

VARIATIONS FROM THIS HEIGHT MAY

OCCUR ONLY WHEN APPROVED BY

SSC DESIGN MANAGER

MESH 50mm FROM BOTTOM

OF CONCRETE WITH MINIMUM

40mm COVERAGE

R

2

0

R

2

0

VA

RIE

S. R

EF

ER

T

O N

OT

E 2

R

1

0

25

R

1

.

5

DOWEL JOINT

EXPANSION JOINT TO BE 10mm

THICK.

FA

LL

A

LONGITUDINAL FALL OF ROAD

SHAPE TO AVOID PONDING

R

0

.

6

EXPANSION JOINT TO BE 10mm

THICK.

CONTINUOUS INVERT 40mm

BELOW LIP

A

2 x SL82 MESH, PLACED AT TOP

AND BOTTOM

900

450 450

20

0

40

40

R

1

0

R

1

0

75

B

90

0

B


APPROVED MATERIAL. DOWEL

JOINTS TO BE Ø20mm x 1000mm

LONG HOT DIPPED GALVANISED

ROUND BAR FIXED TO MESH.

1000

DOWEL RODS

2 x SL82 MESH, PLACED AT TOP

AND BOTTOM

900

120 220 220 220 120

DOWEL ROD

NOTES

1. LAYBACK HEIGHT:

· STANDARD HEIGHT IS 100mm. VARIATIONS FROM THIS HEIGHT OCCUR ONLY WHEN INDICATED ON CONSTRUCTION DRAWINGS.

2. MINIMUM LAYBACK THICKNESS:

· SINGLE RESIDENTIAL DWELLING - 150mm THICK, 32MPa CONCRETE AND SL82 MESH.

· MEDIUM DENSITY/UNITS/COMMERCIAL - 150mm THICK,32MPa CONCRETE AND SL82 MESH.

· INDUSTRIAL - 200mm THICK, 32MPa CONCRETE AND SL82 MESH.

3. MINIMUM CROSSING THICKNESS:

· SINGLE RESIDENTIAL DWELLING - 100mm THICK, 32MPa CONCRETE AND SL72 MESH ON 50mm THICK SAND. SEE NOTE 4 FOR VARIATIONS.

· MEDIUM DENSITY/UNITS/COMMERCIAL - 150mm THICK, 32MPa CONCRETE AND SL82 MESH ON 50mm THICK SAND

INDUSTRIAL - 200mm THICK, 32MPa CONCRETE AND SL82 MESH TOP AND BOTTOM ON 50mm THICK SAND.

4. ALL CONCRETE WORKS WITHIN ONE KILOMETRE OF THE COASTLINE ARE TO BE 40Mpa WITH A 65mm BOTTOM COVER, 45mm TOP COVER

AND MINIMUM THICKNESS OF 120mm

5. DETAILS ARE FOR KERB AND GUTTER POURED BY HAND OR WHERE SPECIFIED ON DRAWING.

6. THIS DRAWING TO BE READ IN CONJUNCTION WITH DRAWING SSC-05-03 AND SSC-05-04.


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

STANDARD LAYBACK, 150mm HIGH KERB AND GUTTERTypical Details - Scale As Shown1

SECTION A-A SCALE 1:10

SECTION ALONG GUTTER INVERT SCALE 1:20

PLAN SCALE NTS

STANDARD DISH CROSSINGTypical Details - Scale As Shown2

PLAN SCALE 1:20


DOWEL JOINT - PLAN SCALE 1:20

DOWEL JOINT SECTION B-B SCALE 1:10

LAYBACK AND ACCESS DETAIL SHEET 1

05 02 -

- KERB & GUTTER

AutoCAD SHX Text

*

AutoCAD SHX Text

*

LIP OF GUTTER

INVERT OF GUTTER


APPROVED MATERIAL

LAYBACK WIDTH VARIES (STANDARD WIDTH 3500mm)

700700

KERB KERB

A

A


APPROVED MATERIAL

GUTTER INVERT

TOP OF KERB

1:8

180

150 450

16

05

5

13

0

40

21

5

600

90

10

420



150

130

40

110

450175

40

25

130

155

A

A


APPROVED MATERIAL

GUTTER INVERT

TOP OF KERB

LIP OF GUTTER

INVERT OF GUTTER

LAYBACK WIDTH VARIES (STANDARD 3500mm)

12001200

KERB KERB


APPROVED MATERIAL

1. DETAILS ARE FOR KERB AND GUTTER POURED BY MACHINE.

2. NOT TO BE USED FOR LOW SIDE PROPERTIES UNLESS APPROVED BY DESIGN MANAGER.

3. THIS DETAIL TO BE READ IN CONJUNCTION WITH STANDARD DRAWING SSC-05-02 AND SSC-05-04.

1. DETAILS ARE FOR KERB AND GUTTER POURED BY MACHINE.

2. NOT TO BE USED FOR LOW SIDE PROPERTIES UNLESS APPROVED BY DESIGN MANAGER.

3. THIS DETAIL TO BE READ IN CONJUNCTION WITH STANDARD DRAWING SSC-05-02 AND SSC-05-04.


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

MODIFIED LAYBACK, 90mm HIGH ROLL KERBTypical Details - Scale As Shown1



PLAN SCALE 1:20

MODIFIED LAYBACK, 150mm HIGH KERB AND GUTTERTypical Details - Scale As Shown2



PLAN SCALE 1:20

NOTES: NOTES:

LAYBACK AND ACCESS DETAIL SHEET 2

05 03 -

- KERB & GUTTER

WING*

TOP OF

KERB

INVERT OF

GUTTER

AS SL72 MESH

10

0

25

S

TE

P

450 450

700

WING*

700

LAYBACK WIDTH VARIES (STANDARD WIDTH 3500mm)

TOP OF

KERB

INVERT OF

GUTTER

DRIVEWAY APRON

NOT TO EXTEND

BEYOND CORNER

OF WINGS

DRIVEWAY APRON

LAYBACK WIDTH TO BE DETERMINED

BY COUNCIL OFFICER

GUTTER

INVERT OF GUTTER

BACK OF LAYBACK 100 ABOVE INVERT OF GUTTER

EXPANSION

JOINT

EXPANSION

JOINT

EXPANSION

JOINT

Section A

-A

Section A

-A

450

450

450

450

150 40

40

13

0

150

13

0

10R

SEE

NOTE 4

BREAKER LINE CONCRETE

SURFACE TO BE CLEAN AND FREE

FROM MUD, OIL, MORTAR OR ANY

MATERIAL WHICH WOULD

PREVENT BONDING AND COATED

WITH CEMSTIC OR SIMILAR.

GUTTER TO BE

RETAINED

400mm LONG N12 BARS

@ 400 CTS

NOTES

1. KERB IS TO BE SAWCUT 5mm UP FROM INVERT, BROKEN OUT AND REPLACED IN ACCORDANCE WITH

THIS PLAN.

2. WHERE AN EXISTING LAYBACK IS TO BE REPLACED WITH KERB AND GUTTER, A SAWCUT IS TO BE

MADE 15mm UP FROM INVERT, WINGS REMOVED AND KERB POURED AS INDICATED IN KERBAND

GUTTER DETAIL ABOVE.

3. THIS DRAWING IS ONLY TO BE USED WHERE THE GUTTER IS IN GOOD CONDITION. IF THE GUTTER IS

DAMAGED PRIOR TO OR DURING CONSTRUCTION, THEN FULL WIDTH 150mm KERB AND GUTTER

MUST BE USED.

4. THIS DIMENSION IS TO BE 200mm WHERE 200mm KERB EXISTS.

450

100

25 S

TE

P

13

0

40

AS SL82 MESH 50mm

FROM BOTTOM OF CONCRETE

ANY EXCAVATION IN THIS AREA TO BE

BACKFILLED WITH CONCRETE OR FULLY

COMPACTED GRANULAR FILL

10R

20R

GUTTER TO BE

RETAINED

400mm LONG N12 BARS

@ 400 CTS


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

LAYBACK DETAILS FOR SINGLE DWELLINGSTypical Details - Scale As Shown1

PLAN SCALE 1:20

ELEVATION SCALE 1:20

KERB AND GUTTER (GUTTER TO BE RETAINED) SCALE 1:10

LAYBACK AND ACCESS DETAILS SHEET 3

05 04 -

- KERB & GUTTER

LAYBACK DETAIL SECTION A-A SCALE 1:10

9

0

°

DIRECTION OF TRAVEL

9

0

°

MIN

. 1000m

m

MIN

. 1000m

m

PROJECTION LINE BETWEEN KERBS

RETURN TANGENT POINTS

PROJECTION LINE BETWEEN KERB

RETURN TANGENT POINTS

FOOTPATH

9

0

°

MIN

. 1200m

m

MIN

. 1000m

m

DIRECTION OF TRAVEL

1

I

N

8

O

R

M

A

X

1

5

0

0

m

m

45° IDEAL, BUT MAY VARY

MAX. 1200mm

WHEN FOOTPATH AREA IS PAVED

FULL WIDTH, KERB RAMPS

SHOULD ALIGN WITH BOUNDARY

LINE WHERE POSSIBLE.

SEE GENERAL NOTES ON THIS

SHEET

1

2

0

0

m

m

D

E

S

I

R

A

B

L

E

;

4

0

0

m

m

M

I

N

I

M

U

M

NOTE

SEPARATE KERB RAMPS MUST BE

USED FOR ADJACENT CROSSINGS

AT INTERSECTIONS

DIRECTION OF TRAVEL

DIR

EC

TIO

N O

F

TR

AV

EL

NOTES

1. THESE NOTES ARE TO BE READ IN CONJUNCTION WITH SHEET

SSC-04.

2. ALL KERB RAMPS ARE TO BE ALIGNED WITH THE DESIRED

DIRECTION OF TRAVEL AND BE A MINIMUM OF 1200mm WIDE.

3. AT PEDESTRIAN CROSSINGS AND MARKED FOOT CROSSINGS,

RAMPS MUST LINE UP WITH CROSSING AND CORRESPONDING RAMP

ON OTHER SIDE OF ROAD.

4. FOR LOW LEVEL FOOTPATHS, THE RAMP MUST REGAIN KERB

HEIGHT AND A LANDING PROVIDED BEFORE GRADING TO THE

FOOTPATH WHEREVER POSSIBLE. CONSIDERATION TO BE GIVEN TO

THE DEPTH OF STORMWATER FLOW IF KERB RAMP IS NOT TO

REGAIN KERB HEIGHT.

5. FINISH FOR ALL KERB RAMPS SHALL BE FINE BROOM FINISH

LONGITUDINAL TO THE ROADWAY.

6. THE WIDTH OF KERB RAMPS AT SIGNALISED INTERSECTIONS AND

MARKED PEDESTRIAN CROSSINGS IS TO BE AS SHOWN IN THE

APPROVED DRAWINGS.


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 TYPICAL ACUTE/OBTUSE INTERSECTIONDetail - NTS

2 ADJACENT CROSSINGPlan - Scale NTS

KERB RAMPS LOCATIONS

05 05 -

- KERB & GUTTER

MIN.1200mmMIN. 800mm

OR WIDTH OF

APPROACHING PATH

UNLESS NOTED OTHERWISE

MAX.1500mm

MAX.1500mm

MA

X. 1520m

m

NOMINAL KERB LINE

10mm EXPANSION JOINT OF

APPROVED MATERIAL


APPROVED MATERIAL

90mm ROLL KERB90mm ROLL KERB

INVERT OF GUTTER

LIP OF GUTTER

9

0

°

9

0

°

NOMINAL KERB LINE

CONSTRUCT JOINT LINE ON

CONCRETE FOLD AS SHOWN

PROVIDE LANDING, MINIMUM

WIDTH OF 1500mm, AT +/-4%

MINIMUM GRADE DIRECTLY

BEHIND KERB RAMP

MIN

. 1500m

m

MIN. 800mm

13

0

10

0

90

1200 800800

A

A

EXPANSION JOINT

TOP OF KERB

GUTTER INVERT

10

50

MAX. 1520mm

10

0

1700

180

13

0

40

90

10mm FILLER BOARD

1:8 FALL

150 180270

INVERT OF ROLL KERB

SL82 MESH WITH 50mm

COVER FROM BOTTOM

NOTE

REFER SSC-05-04 FOR GENERAL

KERB RAMP NOTES


APPROVED MATERIAL

150mm HIGH CONCRETE KERB

AND GUTTER

INVERT OF GUTTER

LIP OF GUTTER

10mm EXPANSION

JOINT OF APPROVED

MATERIAL

150mm HIGH CONCRETE

KERB AND GUTTER

9

0

°

9

0

°

CONSTRUCT JOINT LINE ON

CONCRETE FOLD AS SHOWN

PROVIDE LANDING, MINIMUM

WIDTH OF 1500MM, AT +/-4%

MINIMUM GRADE DIRECTLY

BEHIND KERB RAMP

MIN. 1200MIN. 1200 MIN. 1200

MAX.1500mmMAX.1500mm

MA

X. 1520m

m

OR WIDTH OF

APPROACHING PATH

UNLESS NOTED OTHERWISE

MAX.1500mmMAX.1500mm

13

0

15

0

40

1200 12001200

A

A

EXPANSION JOINT

TOP OF KERB

GUTTER INVERT

150

40

150

450MAX. 1520mm

40

40

MA

X. 190m

m

100

1:8 F

ALL

COVER FROM BOTTOM,

EXTENDS

CONTINUOUSLY INTO

GUTTER SECTION

SL82 MESH WITH 50mm

150

40

150

450MAX. 1520mm

40

40

MA

X. 190m

m

100

1:8 F

ALL

SL82 MESH WITH 50mm

COVER FROM BOTTOM

FILLER BOARD


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

STANDARD CONCRETE KERB RAMP FOR 90mm ROLL KERBTypical Details - Scale As Shown1

SECTION A-A SEPARATE KERB RAMP (BY MACHINE) SCALE 1:10

SECTION ALONG GUTTER INVERT (INTEGRAL STYLE RAMP) SCALE 1:20

PLAN (INTEGRAL STYLE RAMP) SCALE 1:20

SECTION A-A (SEPARATE KERB RAMP) (BY MACHINE) SCALE 1:10

SECTION A-A (INTEGRAL KERB RAMP (BY HAND) SCALE 1:10

SECTION ALONG GUTTER INVERT SEPARATE RAMP) SCALE 1:20

PLAN (SEPARATE STYLE RAMP SHOWN) SCALE 1:20

STANDARD CONCRETE KERB RAMP FOR 150mm KERB AND GUTTERTypical Details - Scale As Shown2

KERB RAMP TYPES

05 06 -

- KERB & GUTTER

public domain technical manual (pdtm)public domain technical manual (pdtm) standard drawings - all...

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