public domain technical manual (pdtm)

STATUS AND REVISION DESCRIPTION

DATE

SHEET No. REV.

APPROVED

FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 4:43:40 PM 24/04/19

CHECKED

PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)

LOCALITY 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 A. URIO S. CHAPMAN 15/12/2017

FOR INFORMATION

SERIES No.CHAPTER No.

PART B

COVER SHEET

MI 00 A

MIRANDA

A REVISED PAVER SCHEDULE & ADDITIONAL PAVER SUPPLY NOTES A. URIO 24/04/2019K. RATNAS

PAVEMENT DESIGN TBC

0.9

1

MI.06

1

MI.02

1

MI.07

2

MI.02

TREE IN FOOTPATH -

ROOT CELL

08.04

08.05

2

MI.07

1

MI.05

2

MI.05

3

MI.03

1.8

1

.

5

2.4

B

S

2.7

NOMINAL 1.5m WIDE OF

BLACK COLOUR PAVER FOR

TGSIs CONTRAST

ROOT CELL MAY EXTEND UNDER

ROAD PAVEMENT IN

CONJUNCTION WITH NEW WORKS

GE

GE

GE

GE

GE

GE

GE

GE

GE

GE

B

B

B B

B B

B

S

B

S

B

BBBBBBBB

PEDESTRIAN

LANE/ARCADE

SPECIAL AREA

B

S

2.4

M

in

1.5

M

in

VA

RY

Va

ry

10

10

BDY BDYBDY

15

0

150 150

15

0

ES

15

01

50

15

0

150 150

150

1

5

0

150

150

150

AC

TIV

E F

RO

NT

AG

E

SHARED ZONE IN LANEWAY

WITH COMMERCIAL

FRONTAGE/ WELL USED

PEDESTRIAN CONNECTION

R3 OR OTHER DEVELOPMENT WITH

NO COMMERCIAL FRONTAGE

PROVIDE 2.7m Min

FOOTPATH ADJACENT TO

ANGLE PARKING

PLAIN CONCRETE RAMP

FOR STANDARD

FOOTPATH/LOCAL AREA

STANDARD

LAYBACK

PRAM RAMP

TREE IN TURF

LARGE OR SMALL TREE TO SUIT SITE

CONSTRAINT APPROVED BY

LANDSCAPE ARCHITECT ACCORDING

TO SS NATIVE PLANT SELECTOR

CORNER LAYOUT -

ACUTE

CORNER LAYOUT -

OBTUSE

TREE IN MASS

PLANTING BED

TREE IN BLISTER -

ROOT CELL

IN LANEWAYS WITH NO

ACTIVE FRONTAGE

PROVIDE 1.2 FOOTPATH

MINIMUM IN STANDARD

FOOTPATH

LARGE TREE AS APPROVED BY

LANDSCAPE ARCHITECT

CORNER

LAYOUT - 90°

PEDESTRIAN PAVEMENT

FLEXIBLE - UNIT PAVERS

PLAN SCALE 1:200

B

B

2.4

M

in

1.5

M

in

VA

RY

B

B

B

B

B

B

B

OH

/

\

OH

/

\

OH

/

\

FOR DEFINITION OF USER

ZONE REFER TO

PDTM-PART B, SHEET 01

R4 FRONTAGE

R4 FRONTAGE

COMMERCIAL FRONTAGE

COMMERCIAL FRONTAGE

COMMERCIAL FRONTAGE

R

4

F

R

O

N

T

A

G

E

CO

MM

ER

CIA

L F

RO

NT

AG

E

CO

MM

ER

CIA

L F

RO

NT

AG

E

R

4

F

R

O

N

T

A

G

E

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

O

H

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

PR

IM

AR

YS

TR

EE

T

PRIMARY STREET SECONDARY STREET

S

E

C

O

N

D

A

R

Y

S

T

R

E

E

T

LOCAL STREET

S

E

C

O

N

D

A

R

Y

S

T

R

E

E

T

LOCAL

STREET

B S

B

B

B

B

B

B

VEHICLE PAVEMENT RIGID -

STANDARD/HEAVY DUTY

RAISED THRESHOLD

- TYPE 1

FOOTPATH -

PRIMARY

FOOTPATH

SECONDARY- FULL

FOOTPATH

SECONDARY - 1.8m

FOOTPATH

SECONDARY - 2.5m

OR TYPICALLY 2.7m

ADJACENT TO REAR

TO KERB PARKING

1

07.01

3/4

06.01

2

06.01

5

08.01

1

05.02

1

05.05

6

08.01

FOOTPATH

SECONDARY - 1.5m

TE

TE

TE

TE

TE

TE

ADJUST TIMBER EDGE

TO SUIT EXISTING

TREE CONDITION.

MULCH SURROUND

TE

TE

TE

TE

TE

T

E

T

E

TE

TE

B

S

BU

BUILDING FACE BUILDING FACE

SMALL TREE AS APPROVED

BY LANDSCAPE ARCHITECT

X

XX.XX

GE

TURF AS DETAILED

MASS PLANTING BED

AS DETAILED

EXISTING TREE RETAINED

TREE GUARD & GRATE,

SS-TG-01a & SS-TS-01

LEGEND

GE

TURF AS DETAILED

MASS PLANTING BED

AS DETAILED


TREE GUARD & GRATE,


LEGEND

GE

TURF AS DETAILED

MASS PLANTING BED

AS DETAILED

150mm KERB AND GUTTER


TREE GUARD & GRATE,


SEAT SS-SE-01a

B S

NEW TREE - LARGE/SMALL

BUILDING FEATURE/

DOORWAY

RAISED EDGE

SS-GE-01a

LEGEND

BOUNDARY LINE

GE

2

05.01

BDY

1

08.01

3

08.01

05

09.08

06.06

09.01

TE

TIMBER EDGE AS DETAILED

3

08.02

150

TREE PIT - ROOT CELL

EXTENT

LEGEND

GE

OVERHEAD UTILITIES

LIGHT POLE

SIGN POST

WARNING TGSIs, REFER

FURNITURE & FIXTURES

SCHEDULE

OVERHEAD UTILITIES

LIGHT POLE

SIGN POST



SCHEDULE

BOLLARD SS-BD-01a

BIN SS-BS-01a

BIKE RACK SS-BR-01a

OH

/

\

OVERHEAD UTILITIES

B

LIGHT POLE

SIGN POST



SCHEDULE

01

09.05

09.02

09.03

DRINKING STATION

SS-BU-01 OR 02

09.04

1.5m WIDE OF SINGLE COLOUR

PAVER FOR TGSIs CONTRAST

BU

FOOTPATH - VEHICLE -

TYPE 3

FOOTPATH - PEDESTRIAN -

TYPE 4


TYPE 1 & 3*


TYPE 1


TYPE 1

FOOTPATH - PERMEABLE -

TYPE 1

FOOTPATH PAVEMENT ON

FLEXIBLE SYSTEM

ROAD PAVEMENT TO

ENGINEER'S DESIGN &

SPECIFICATION, TYPICAL


TYPE 3


TYPE 4


TYPE 1 & 3*


TYPE 1


TYPE 1


TYPE 1


FLEXIBLE SYSTEM

ROAD PAVEMENT TO

ENGINEER'S DESIGN &



TYPE 3


TYPE 4


TYPE 1


TYPE 1


TYPE 1


TYPE 1


FLEXIBLE SYSTEM

ROAD PAVEMENT TO

ENGINEER'S DESIGN &


NOTE:

· REFER TO PDTM PART B, SHEET 01 FOR

STREETSCAPE DESIGN GUIDELINES

· REFER TO DRAWING 00 OF THIS SERIES FOR

PAVER AND FURNITURE TYPE & APPLICATION

CRITERIA INFORMATION

· REFER TO TYPICAL FOOTPATH LAYOUT

DRAWINGS SHEET 02 & 03 OF THIS SERIES FOR

PAVEMENT APPLICATION

1

06.03

2

06.01


DATE

SHEET No. REV.

APPROVED

FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\LOCALITIES-MI.dwg - PRINTED: 9:31:09 AM 19/12/17

CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

MIRANDA

TYPICAL FOOTPATH HIERARCHY & PAVEMENT GUIDELINES

MI 01 -

VA

RY

VARY

1770 MAX.

LB

200

TS

M1

M1

750 M

IN

.

2400 C

LE

AR

PA

TH

O

F T

RA

VE

L

1200 MIN.

1200 MIN.

LB

LB

DRIVEWAY

EDGE

DR

IV

EW

AY

ED

GE

FOR SPACING REFER NOTES

900 M

IN

.

1330 N

OM

.

1800 S

TA

ND

AR

D F

OO

TP

AT

H

2500 M

IN

. S

HA

RE

D Z

ON

E

IJIJ

IJIJ

IJ

IJ IJ

TS

M1

B S

1330 MIN.

M1

TS

SJ

EJ

SJ

SJ

SJ

SJ

EJ

150

SJ

SJ

EJE

J

1330 N

OM

.

150 MIN.

PRIMARY FOOTPATH NOTES:

1. REFER TO SCHEDULES FOR MATERIAL

DESCRIPTION.

2. PAVERS TO BE LAID IN CONTINUOUS

STRETCHER BOND PATTERN, PERPENDICULAR

TO THE LINE OF BEST FIT (LB).

3. LINE OF BEST FIT TO BE DETERMINED FROM

DOMINANT BOUNDARY ALIGNMENT, eg.

BUILDING FACE OR PROPERTY BOUNDARY.

4. M(No.) REFERS TO MODULE REFERENCE.

REFER DETAIL FOR PAVER TYPE, PATTERN

AND QUANTITY.

5. MINIMUM PAVER SIZE IS 110mm IN LENGTH AND

LESS THAN HALF SIZE IN WIDTH. WHEN PAVER

IS LESS THAN MINIMUM SIZE, CUT SHALL BE

MADE OVER TWO ROWS OR MORE TO MEET

THE REQUIREMENT. ENSURE NEW JOINT DOES

NOT LINE UP WITH ADJACENT ROWS (MAINTAIN

STRETCHER BOND PATTERN).

7. ALIGN SUBSTRATE JOINT WITH UNIT PAVING

ABOVE WHERE EVER POSSIBLE. ALL SURFACE

JOINTS TYPE MUST BE ALIGNED WITH JOINTS

BELOW (SUBSTRATE).

8. ALL STREET TREE IN PRIMARY AREAS SHALL

BE CONSTRUCTED WITH ROOT CELL TREE PIT

SYSTEM.

9. TAKING ACCOUNT OF REQUIRED MINIMUM

CLEARANCES, STREET TREE MAXIMUM

SPACING ON FOOTPATH SHALL BE:

- SMALL TREES: 6m ±1

- MEDIUM TREES: 9m ±1

- LARGE TREES: 12m ±1

9. CONSIDER CLEARANCES/ TRAFFIC

REQUIREMENT WHEN POSITIONINGNEAR

CROSSINGS OR TRAFFIC LIGHT

10. ALL AERATION/WATERING VENT IN PAVED

AREAS SHALL BE IN STAINLESS STEEL,

ALTERNATIVELY BLACK UV RESISTANT PLASTIC

FOR INSTALLATION IN GARDEN BED.

11. EXTENT AGGREGATE TREE SURROUND TO BE

DESIGNED TO SUIT PAVEMENT JOINT. MAINTAIN

CONSISTENT DIMENSION OF TREE SURROUND

IN THE SAME FOOTPATH WHEREVER POSSIBLE.

12. AVOID PLACEMENT OF VENT IN THE FEATURE

PAVER ROW, AND MAINTAIN TIDY &

CONSISTENT VENTS PLACEMENT IN THE

FOOTPATH AREA, ie. VENTS TO BE INSTALLED

IN STRAIGHT LINE WITH EACH OTHER ALONG

THE LENGTH OF FOOTPATH.

13. SHARED PATHWAY (CYCLEWAY & PEDESTRIAN)

REQUIRES 2.5m MINIMUM CLEAR PATH OF

TRAVEL

2

05.01

PROVIDE SETOUT POINT

TO IDENTIFY START OF

PAVER MODULE

SS-TI-01 ON NON A.S. PRAM

RAMP ONLY

BIN -

POSSUM MOTIF

PROJECTED MATURE

TREE CANOPY TO CLEAR

VERTICAL STREET

ELEMENTS SUCH AS

AWNING OR LIGHT POLE

ALLOW 1200mm WIDE AREA

BLACK PAVERS ONLY ADJACENT

TO DRIVEWAY, TYPICAL.

FOLD LINE/CUT LINE

ACROSS PAVERS AND

GRADE EVENLY ACROSS

TO SUIT LAYBACK WING

1

MI.03

1

06.01

STANDARD PRAM RAMP

(WITH UNIT PAVING SS-FP-01a)

HEADER AROUND PRAM

RAMP SS-FP-01b

2

06.04

LINE OF BEST FIT TYPICALLY 110mm

FROM PROPERTY BOUNDARY/

DOMINANT BUILDING LINE

1

06.04

08.04

08.05

1

09.05

5

06.04

SS-PP-01

3/4

06.01

1

05.02

FOR EXISTING TIMBER POLE,

INSTALL COLD MIX SURROUND

TO THE BASE OF POLE

1

06.02

VENT IN

PAVEMENT

SS-FV-01a

1

09.01

1

06.03

CONSIDER CLEARANCES/ TRAFFIC

REQUIREMENT WHEN NEAR


FOR TREE PIT EXTENT,

REFER TO SOIL VOLUME

CALCULATION AS SPECIFIED

STANDARD

KERB & GUTTER

EXPANSION

JOINT

ISOLATION

JOINT

3

06.04

CRACK CONTROL

JOINT

RESIN BONDED

AGGREGATE

SEAT

PEDESTRIAN PAVEMENT

RIGID - UNIT PAVERS

TRIP STOP JOINT

PAVER & CONCRETE

JUNCTION

VEHICLE PAVEMENT

RIGID - UNIT PAVERS

STANDARD LAYBACK

& ACCESS

TREE IN

PAVEMENT

MODULE

NUMBER

1

05.05

PEDESTRIAN PAVEMENT

RIGID - UNIT PAVING

VARIES

150

EQ.

615 1200 NOM.

EQ.

1200 NOM.

TRIP STOP

AS DETAILED

IJ

IJ

4555 MIN.

D

R

IV

E

W

A

Y

E

D

G

E

615

TYP.

VARY

EQ.EQ.EQ.EQ.

700-1200 700-1200

EQ.

DR

IV

EW

AY

ED

GE

TS

TS

TS

B S

IJ IJ

1330 NOM.

1410 N

OM

.

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

IJ IJ

2285

TS

TS

TS

TS

TS

TS

150

3805

1800 M

IN

.

RB RB

RB

SECONDARY FOOTPATH NOTES:

1. REFER TO SCHEDULES FOR MATERIAL

DESCRIPTION.

2. PAVERS TO BE LAID IN CONTINUOUS

STRETCHER BOND PATTERN.

3. WHERE REQUIRED USE LINE OF BEST FIT

PRINCIPLE TO CREATE FIXED PAVER

STRING LINE ON THE BOUNDARY SIDE

(REFER PRIMARY FOOTPATH NOTE #2).

4. M(No.) REFERS TO MODULE REFERENCE.

REFER DETAIL FOR PAVER PATTERN AND

QUANTITY.

5. MINIMUM PAVER SIZE IS 110mm IN LENGTH

AND LESS THAN HALF SIZE IN WIDTH.

WHEN PAVER IS LESS THAN MINIMUM

SIZE, CUT SHALL BE MADE OVER TWO

ROWS OR MORE TO MEET THE

REQUIREMENT. ENSURE NEW JOINT DOES

NOT LINE UP WITH ADJACENT ROWS

(MAINTAIN STRETCHER BOND PATTERN).

6. SPACE JOINTS EQUALLY BETWEEN

BOOKENDS AREAS (TYPICALLY DRIVEWAY

OR ARCHITECTURAL FEATURE AREAS).

7. JOINT SPACING TYPICALLY TO FORM

SQUARE PAVEMENT PANELS (±500mm) OR

MAXIMUM 1.5x WIDTH OF PATH UP TO 3.5m

WIDE.

8. FEATURE AREA IS TYPICALLY ACCENTED.

IT APPLIES TO SHOP FRONT, PEDESTRIAN

CROSSING POINTS (PRAM RAMPS), BUS

STOPS/SHELTER AREA, FOOTPATH

CORNERS & PROMINENT PEDESTRIAN

INTERFACES.

9. PAVER BANDING -WIDE, IS A NON

ACCENTED VERSION OF FEATURE AREA,

TYPICALLY APPLIES TO PRIVATE

PROPERTY ENTRANCES AND TREE IN

FOOTPATH.

10. PAVER BANDING - NARROW TO BE

APPLIED IN CONSISTENT RHYTHM IN

SECONDARY FOOTPATH AREA AND TO

HIGHLIGHT VEHICLE CROSSING.

11. SPACE JOINTS EVENLY AND WITHIN

TOLERANCES ACROSS CONCRETE

PAVEMENT TO SUIT AVAILABLE SPACE

BETWEEN FEATURE AREAS OR PAVER

BANDING.

12. ALL STREET TREE POSITIONED IN THE

FEATURE PAVEMENT AREA SHALL BE

CONSTRUCTED WITH ROOT CELL TREE PIT

SYSTEM.

8. TAKING ACCOUNT OF REQUIRED MINIMUM

CLEARANCES, STREET TREE MAXIMUM

SPACING ON FOOTPATH SHALL BE:

- SMALL TREES: 6m ±1

- MEDIUM TREES: 9m ±1

- LARGE TREES: 12m ±1

9. CONSIDER CLEARANCES/ TRAFFIC

REQUIREMENT WHEN POSITIONINGNEAR


10. ALL AERATION/WATERING VENT IN PAVED

AREAS SHALL BE IN STAINLESS STEEL,

ALTERNATIVELY BLACK UV RESISTANT

PLASTIC FOR INSTALLATION IN GARDEN

BED.

11. MAINTAIN TIDY AND CONSISTENT VENTS

FIXTURE PLACEMENT IN THE FOOTPATH

AREA, ie. VENTS TO BE INSTALLED IN

STRAIGHT LINE WITH EACH OTHER ALONG

THE LENGTH OF FOOTPATH.

12. SHARED CYCLEWAY & PEDESTRIAN

PATHWAY REQUIRES 2.5m MINIMUM

CLEAR PATH OF TRAVEL.

UNIT PAVER INLAY

(PAVER BANDING -

NARROW, REFER NOTES)

ALLOW 1200mm WIDE

AREA ADJACENT TO

DRIVEWAY, TYPICAL

1

05.05

4

06.05


TO IDENTIFY CENTRE OF

PAVER MODULE

1

06.05

08.04

08.05

6

06.01

1

06.02

2/3

06.02

FEATURE PAVEMENT AREA.

REFER NOTES

PAVER BANDING - WIDE,

REFER NOTES

TREE IN FOOTPATH, POSITION

TREE OFF CENTRE TO AVOID

POWER LINES AND SELECT

APPROPRIATE SPECIES,

REFER NOTES

2

MI.04

09.01

VENT IN

PAVEMENT

FOR TREE PIT EXTENT,

REFER TO SOIL VOLUME

CALCULATION AS SPECIFIED

5

08.01

TREE IN GARDEN BED

WING ON ONE SIDE MAY BE DELETED TO EXTEND

GARDEN BED AREA WHERE APPROPRIATE

STANDARD PRAM RAMP



RAMP ONLY

1

06.01

PEDESTRIAN PAVEMENT

RIGID - UNIT PAVING

LARGE TREE WILL REQUIRED ROOT CELL

UNDER PAVEMENT TREE IN GARDEN BED

TRIP STOP

JOINT

ISOLATION

JOINT

5

08.01

TREE IN MASS

PLANTING BED

PEDESTRIAN CONCRETE

PAVEMENT

TREE PLANTING IN PAVEMENT

VEHICLE PAVEMENT

RIGID - STANDARD/

HEAVY DUTY2

05.01

STANDARD

KERB & GUTTER

5

06.05

TRIP STOP JOINT- PAVER

& CONCRETE JUNCTION

SEAT

MODULE

NUMBER

M2

M2

750 M

IN

.


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

FOOTPATH PRIMARY - FULL WIDTHLayout Guide - Scale 1:50

2 FOOTPATH SECONDARY - FULL WIDTHLayout Guide - Scale 1:50

1

TYPICAL FOOTPATH LAYOUT - SHEET 01

MI 02 -

NOTE:LAYOUT GUIDES ARE GUIDELINES FOR FOOTPATHPAVEMENTS APPLICATION. OPPORTUNITIES ANDCONSTRAINTS TO BE REALISED ON SITE BY SITEBASIS (eg. GARDEN BED, OR TREE BLISTER)

MIRANDA

VARIES

150

EQ.

TS

615 1200 NOM.

EQ.

1200 NOM.

IJ

4555 MIN.

TS

EQ.EQ.

TS

TS

TS

TS

TS

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

IJ IJ

25

00

C

LE

AR

TY

PIC

AL

LY

TS

IJ

60

0

MIN

.

SE

SE

SESE SE SE

TS

18

00

M

IN

. L

OC

AL

IS

ED

NA

RR

OW

IN

G

600

MIN

.

TS

TS

2285

TS

TS

TS

TS

EQ.EQ.EQ.EQ.EQ.

SE

M2

M2

M2

M2

ALLOW 1200mm WIDE AREA

ADJACENT TO DRIVEWAY, TYPICAL

DR

IV

EW

AY

ED

GE

4

06.05



PAVER MODULE


REFER SECONDARY

FOOTPATH NOTES

PAVER BANDING-WIDE,

REFER NOTES

1

08.01

5

06.05

DR

IV

EW

AY

ED

GE

TURRETS OR INSPECTION PILLARS

TO BE OUTSIDE OF FOOTPATH

SHARED ZONE, TYPICAL.

STREET TREE CANOPY TO BE MAINTAINED/ ENHANCED IN SHARED

PATH AREA. PROPOSE TREE IN BLISTER OR PARKING LANE.

LOCALISED NARROWING OF PATH IS ACCEPTED WHERE NECESSARY.

REFER ALSO TO SECONDARY FOOTPATH NOTES ON SHEET 02

TURRETS OR

INSPECTION PILLAR

3

08.01

OPTION FOR DRIVEWAY BANDING

ABUTS PAVER BANDING-WIDE AREA

WHERE APPROPRIATE

1

05.05

STANDARD PRAM RAMP



RAMP ONLY

1

06.05

ISOLATION JOINT

4

08.02

STEEL EDGE

(TO PAVER)

TRIP STOP JOINT- PAVER

& CONCRETE JUNCTION

TRIP STOP

JOINT

1

06.02

PEDESTRIAN PAVEMENT

RIGID - UNIT PAVING

2/3

06.02

VEHICLE PAVEMENT

RIGID - STANDARD/

HEAVY DUTY

1

06.02

PEDESTRIAN CONCRETE

PAVEMENT

TURF

MASS

PLANTING BED

2

05.01

STANDARD

KERB & GUTTER

2

MI.04

MODULE

NUMBER

VARIES

150

TS

615 1200 NOM.

1200 NOM.

IJ

IJ

TS

615

TYP.

900 MIN.

M2

EQ.EQ.

700-1200 700-1200

TS

TS

TS

TS

TS

TS

TS

TS

TS

IJ

750 M

IN

.

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

IJ IJ

8000 NOM. FOR LARGE TREES

1800

RB RB RB RB RB RB RB

SE SE SE SE SE

SE

EQ

TS

TS

IJ

SE

TS

TS

TS

EQ.EQEQEQ

TE

TE

TE

TE

TE

250 M

IN

2285

4555 MIN.EQ EQ

M2

TRIP STOP

AS DETAILED

D

R

IV

E

W

A

Y

E

D

G

E

DR

IV

EW

AY

ED

GE



PAVER MODULE


REFER SECONDARY

FOOTPATH NOTES

PAVER BANDING, WIDE.

REFER NOTES.

PAVER BANDING,

NARROW. REFER NOTES.

ALLOW 1200mm WIDE

AREA ADJACENT TO

DRIVEWAY, TYPICAL

6

08.01

1

08.02

4

08.02

1

08.01

250mm MIN.

TURF AREA

NOTE: REFER ALSO TO SECONDARY

FOOTPATH NOTES ON SHEET 02

OMIT TIMBER EDGE

WHERE IT ABUTS

PAVEMENT/KERB

TYPICALLY

MULCH ONLY

SELECT APPROPRIATE SPECIES UNDER

OVERHEAD CABLE & POSITION TREE SO THAT

MAIN LEADER WILL CLEAR CABLES ABOVE

1

05.05

STANDARD PRAM RAMP



RAMP ONLY

1

06.05

ISOLATION

JOINT

UNIT PAVER INLAY

(PAVER BANDING -


6

06.01

4

06.05

TRIP STOP

JOINT

STEEL EDGE

(TO PAVER)

TURF

MESH TREE

GUARD

TREE IN

TURF

1

06.02

PEDESTRIAN CONCRETE

PAVEMENT5

06.05

TRIP STOP JOINT-

PAVER & CONCRETE

JUNCTION

1

06.02

PEDESTRIAN

PAVEMENT RIGID

- UNIT PAVING

2/3

06.02

VEHICLE PAVEMENT

RIGID - STANDARD/

HEAVY DUTY

2

SS.04

MODULE

NUMBER

3.5m+

M2

150

TS

595

IJ

IJ

T

S

615

TYP.

M2

EQ.

400-800400-800

TS

TS

TS

TS

TS

TS

TS

TS

IJ

750 M

IN

.

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

OH

/

\

IJ IJ

1500

RB

RB RB RB RB RB RB

90

0

SE

TE

TE

TE

TE

TE

TS

TS

TS

TS

TS

TS

TS

TS

TS

SE SESE

TS

EQ.

EQ.EQ.EQ.EQ.EQ.

EQ.EQ.EQ.EQ.

EQ.EQ.

B S

UNIT PAVER INLAY

(PAVER BANDING -


POSITION PAVEMENT

BANDING TO ALIGN WITH

DRIVEWAY EDGE FOR

DRIVEWAY OVER 3.5m

AND/OR AT AN ANGLE

DR

IV

EW

AY

ED

GE

PROVIDE SETOUT

POINT TO IDENTIFY

CENTRE OF PAVER

MODULE

4

08.02

FEATURE PAVEMENT AREA

INCLUSIVE CROSSING POINT &

SEAT AREA. REFER TO

SECONDARY FOOTPATH NOTES

PAVER BANDING, WIDE.

REFER NOTES.

PAVER BANDING,

NARROW. REFER NOTES.

1

06.02

6

08.01

4

08.02

1

08.01

DR

IV

EW

AY

ED

GE

NOTE: REFER ALSO TO SECONDARY

FOOTPATH NOTES ON SHEET 02

TYPICALLY

MULCH ONLY

SELECT APPROPRIATE

SPECIES UNDER OVERHEAD

CABLE & POSITION TREE SO

THAT MAIN LEADER WILL

CLEAR CABLES ABOVE

1

05.05

STANDARD PRAM RAMP



RAMP ONLY

1

06.05

ISOLATION

JOINT

1

06.02

PEDESTRIAN

PAVEMENT RIGID

- UNIT PAVING

SEAT

STEEL EDGE

(TO PAVER)

6

06.01

4

06.05

TRIP STOP

JOINT

STEEL EDGE

(TO PAVER)

TURF

1

08.02

MESH TREE

GUARD

TREE IN

TURF

1

06.02

PEDESTRIAN CONCRETE

PAVEMENT

PEDESTRIAN

PAVEMENT RIGID

- UNIT PAVING

4

06.05

TRIP STOP

JOINT

2

SS.04

MODULE

NUMBER

09.01

SE SE SE


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

FOOTPATH SECONDARY - 2.5m (SHARED PATH)Layout Guide - Scale 1:50

1 FOOTPATH SECONDARY 1.8mLayout Guide - Scale 1:50

3

2 FOOTPATH SECONDARY 1.5mLayout Guide - Scale 1:50

TYPICAL FOOTPATH LAYOUT - SHEET 02

MI 03 -

NOTE:LAYOUT GUIDES ARE GUIDELINES FOR FOOTPATHPAVEMENTS APPLICATION. OPPORTUNITIES ANDCONSTRAINTS TO BE REALISED ON SITE BY SITEBASIS (eg. GARDEN BED, OR TREE BLISTER)

MIRANDA

1

10mm ISOLATION JOINT AS

DETAILED.

BUILDING FACE

BODY PAVER/DOMINANT

PAVERS, 150mm PAVER

WIDTH, REFER SCHEDULE

ACCENT PAVER ROW,

REFER SCHEDULE

ROWS REFERENCE

PANEL 1

10mm ISOLATION JOINT AGAINST

BUILDING AS DETAILED.

10345

PANEL 2 PANEL 3 PANEL 4

BODY PAVER/DOMINANT

PAVERS, 300mm PAVER WIDTH,

REFER SCHEDULE

PAVER UNIT LESS THAN MINIMUM

TOLERANCE LENGTH TO BE CUT

OVER 2 ROWS OR REPLACE WITH

ALTERNATE CODE, TYPICAL.

(NOTE THAT RANDOM STRETCHER

PATTERN MUST STILL BE

MAINTAIN/JOINTS OF ADJACENT

ROWNS SHOULD NOT ALIGN).

PRIMARY FOOTPATH MODULE NOTES:

1. THIS MODULE TYPICALLY APPLIES TO CENTRE, PRIMARY

AREAS (IE. KINGSWAY)

2. SETOUT PAVERS FROM BUILDING SIDE SIDE. DETERMINE

PREDOMINANT BUILDING FACE AS LINE OF BEST FIT, AND

SET OUT MODULE PERPENDICULAR TO.

3. PAVER CUTTING TO OCCUR PREDOMINANTLY ON KERB

SIDE.

4. PATTERN TO BE ASSESSED SITE BY SITE TO SUIT BUILDING

FACE AND KERB VARIATION.

5. MINIMUM PAVER SIZE LENGTH 200mm, CUT OVER 2 PAVERS

WHERE REQUIRED TO MEET MINIMUM PAVER SIZE OR

REPLACE WITH ALTERNATE PAVER CODE

6. ADJACENT PAVER JOINTS SHOULD NEVER ALIGN, HOWEVER

JOINTS DO FOLLOW A TYPICAL JOINT PATTERN AS SHOWN

ON THE PAVEMENT MODULE.

7. 'ACCENT PAVER' WILL NOT ABUT DIRECTLY TO KERB OR

BUILDING LINE. MINIMUM 200mm OF BLACK PAVER EDGE TO

BE MAINTAINED.

8. PROVIDE EXPANSION/CONTROL JOINT (EJ), CONSTRUCTION

JOINT (CJ) AND ISOLATION JOINT (IJ) TO LOCATIONS SHOWN.

CJEJ

CJ

KE

RB

3510 N

OM

.

205 N

OM

.

IJ

IJ

PAVER CUTTING ZONE TO BE

ASSESS ON SITE-BY-SITE BASIS.

HATCHED ZONE SHOWN IS BASED

ON THIS EXAMPLE MODULE ONLY.

2590 JOINT SPACING TYP.

CONTROL JOINT AND CONSTRUCTION

JOINT AS DETAILED.

a

a

a

a

c

i

i

e

e

a

a

a

a

a

a

a

a

a

a

e

i

e

e

i

a

a

a

a

a

a

a

a

a

a

a

a

a

a

i

e

e

a

a

a

a

a

a

a

a

a

a

a

a

a

a

j

b

b

b

b

b

b

b

b

b

b

a

b

b

b

b

b

b

b

b

b

b

b

b

b

b

b

e

h

b

b

b

b

b

b

b

b

b

b

d

c

d

d

d

d

m

d

d

d

d

d

d

d

d

d

m

d

d

d

d

d

d

d

d

a

a

a

a

d

d

d

d

d

d

d

d

f

f

j

h

h

m

h

j

m

j

m

f

h

f

m

a

d

h

e

EJ

b

b

c

d

d

b

b

d

d

d

g

f

h

f

h

f

m

j

b

a

a

a

a

a

c

f

h

f

m

j

m

j

h

f

h

d

c

b

b

b

b

d

d

d

d

d

c

d

b

j

g

f

h

f

h

f

h

f

a

a

a

a

a

d

a

m

h

c

f

h

j

h

f

e

b

b

b

b

b

d

d

d

d

d

c

h

f

m

f

f

g

m

j

m

j

a

a

a

a

a

b

d

c

h

f

h

h

f

f

m

j

m

j

a

d

c

e

i

e

e

i

b

b

b

b

d

d

d

d

d

c

a

a

a

a

a

b

h

m

j

f

g

m

j

j

h

f

a

a

a

a

a

b

b

b

b

d

d

d

d

d

c

a

a

a

a

b

a

35

00

N

OM

.

a

a

a

a

a

a

b

b

c

b

di

a

i

a

j

j

c c

h

m

b

b

b

d

b

a

a

2285 SINGLE MODULE APPLICATION

BOUNDARY

3 TYP. 300 TYP 150 TYP.5 10

a

a a

b

d

i

f

m

b

d

a

c

e

c

a

a

e

a b

di

b

de

a a

e

j

h

b

d

a

a a

e

m

b

d

a

a

b

j

b

MODULE REPEATS

TO SUIT CONTEXT

PATTERN ALWAYS BOOKENDS

WITH 300mm WIDE PAVER TYPE.

ENSURE REPEATED MODULE

ENDS WITH 300mm PAVER TYPE

PAVER CUTTING ONLY OCCUR ON

ONE SIDE. PAVERS LOCATED ON

EDGE WITH HATCH TO BE

TRIMMED TO ENSURE PATH

WIDTH IS CONSISTENT

MAXIMUM 10mm MORTAR GAP

BETWEEN PAVER AND

CONCRETE PAVEMENT

755 MIN. REPEAT

SETOUT ON BOUNDARY SIDE,

TYPICALLY AT ℄ OF ENTRANCES

OR AS SHOWN ON DRAWING

END PAVERS ALWAYS BLACK

PAVER TYPE, TYPICAL

PRAM RAMP TO BE PAVED IN

REGULAR STRETCHER BOND

PATTERN, PAVER 'a' ONLY,

AND CUT TO SUIT. MINIMUM

CUT SIZE APPLIES.

NEW PAVED PEDESTRIAN

FOOTPATH AS SHOWN ON

FINISHES PLAN.

KE

RB

'PRAM RAMP HEADER'

REFER SCHEDULE

PAVER UNIT LESS THAN

MINIMUM TOLERANCE

LENGTH TO BE CUT OVER 2

ROWS OR REPLACE WITH

ALTERNATE CODE, TYPICAL.

JOINTS AS DETAILED. REFER

TO LAYOUT GUIDES

EJCJEJ

30

0 ± 1

0

1200 WIDE TYP. RAMP

WARNING TGSIs ON PRAM

RAMP. PROVIDE

DIRECTIONAL TGSIs WHERE

RAMP IS NON-STANDARD OR

AS SHOWN ON DRAWINGS

IJ

IJ

I

J

PAVER CUTTING ADJACENT TO PRAM

RAMP IS TO BE ADJUSTED ON

SITE-BY-SITE BASIS. MINIMUM PAVER

SIZE APPLIES AS DETAILED. MINIMUM

MODULE WIDTH FOR PRAM RAMP ON

SECONDARY AREAS ARE 4555mm NOM.

20

0 M

IN

10

JO

IN

T T

YP

.


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

01Plan - Scale 1:20

02 MODULE 2 - SECONDARY FULL WIDTHPlan - Scale 1:20

01MODULE 1 - PRIMARYPlan - Scale 1:20

FOOTPATH PAVEMENTS MODULE - SHEET 1

MI 04 -

03 PRAM RAMP/FOOTPATH CROSSINGLayout Guide - Scale 1:20

MIRANDA

a

a

a

a

a

a

a

a

b

b

c

c

d

e

e

e

e

e

c

c

c

b

b

b

b

d

b

b

a

a

a

c

2285 MIN. MODULE APPLICATION

BOUNDARY

3 TYP. 300 TYP 150 TYP.5 10

e

e



EDGE WITH HATCH TO BE TRIMMED

TO ENSURE PATH WIDTH IS

CONSISTENT


BETWEEN PAVER AND

CONCRETE PAVEMENT

PATTERN ALWAYS BOOKENDS WITH

300mm WIDE PAVER TYPE

1800

755 MIN. REPEAT




MODULE REPEATS

TO SUIT CONTEXT

1500

a

a

a

a

a

a

b

c

d

c

e

e

e

e

e

c c

b

b

d

b

c

a

a


3 TYP. 300 TYP 150 TYP.




TRIMMED TO ENSURE PATH WIDTH

IS CONSISTENT


BETWEEN PAVER AND

CONCRETE PAVEMENT

BOUNDARY

a

c

a

c

5

10




e



MODULE REPEATS

TO SUIT CONTEXT

755 MIN. REPEAT

a

a

a

a

a

a

b

b

c

b

de

e

e

e

c c

b

b

b

d

b

a

a

b


BOUNDARY

3 TYP. 300 TYP 150 TYP.5

10

a

a a

b

d

eb

d

a

c

bb

a

c

a

c

b

b

a

d

e

e

e

e




TRIMMED TO ENSURE PATH WIDTH

IS CONSISTENT


BETWEEN PAVER AND

CONCRETE PAVEMENT






2500

755 MIN. REPEAT

MODULE REPEATS

TO SUIT CONTEXT

a

c

615

AS

N

OM

IN

AT

ED

O

N D

RA

WIN

GS

150 150

5

ee

ee

a

a

c

cc

300

5 3 3

PAVERS LOCATED ON EDGE WITH

HATCH TO BE TRIMMED TO ENSURE

PATH WIDTH IS CONSISTENT

MAXIMUM 5mm MORTAR

GAP BETWEEN PAVER AND

CONCRETE EDGE

FULL PAVERS TO BE

INSTALLED TO BODY AS

SHOWN WITH NO CUTS ALONG

WIDTH OF PAVER

BOUNDARY

SETOUT TYPICALLY FROM BOUNDARY

SIDE AND AS SHOWN ON DRAWINGS


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

1 Plan - Scale 1:20MODULE 3 - SECONDARY WIDE - 1.8mPlan - Scale 1:20

FOOTPATH PAVEMENTS MODULE - SHEET 2

MI 05 -

Plan - Scale 1:202 MODULE 4 - SECONDARY WIDE - 1.5Plan - Scale 1:20

3 Plan - Scale 1:20MODULE 5 - SECONDARY WIDE - 2.5Plan - Scale 1:20

Plan - Scale 1:204 MODULE 6 - SECONDARY NARROWPlan - Scale 1:20

MIRANDA

GE

GE

B

B

150


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

CORNER LAYOUT - 90°Typical Plan - Scale 1:501

CORNER LAYOUTS - SHEET 1

MI 06 -

TO FUTU

RE DETA

IL

MIRANDA

150

COMMERCIAL FRONTAGE

R

4

F

R

O

N

T

A

G

E

OH

/

\

OH

/

\

OH

/

\

B

S

1

.

5

O

H

/

\

O

H

/

\

O

H

/

\

O

H

OH

/

\

OH

/

\

OH

/

\


DATE

SHEET No. REV.

APPROVED


CHECKED


LOCALITY DRAWINGS -








FOR INFORMATION


PART B

CORNER LAYOUT - OBTUSETypical Plan - Scale 1:51

CORNER LAYOUTS - SHEET 2

MI 07 -

CORNER LAYOUT - ACUTETypical Plan - Scale 1:52

TO FUTU

RE DETA

IL

TO FUTU

RE DETA

IL

MIRANDA

public domain technical manual (pdtm)

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