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

STATUS AND REVISION DESCRIPTION

DATE

SHEET No. REV.

APPROVED

FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\6-FOOTPATHS.dwg - PRINTED: 12:26:21 PM 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 15/12/2017M. SHERRIE

FOR INFORMATION

SERIES No.CHAPTER No.

PART C

FOOTPATH PAVEMENTS

COVER SHEET

06 00 -


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 PEDESTRIAN PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10

2 PEDESTRIAN PAVEMENT FLEXIBLE - UNIT PAVERSDetail - Scale 1:10

3 STANDARD VEHICLE PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10

4 HEAVY DUTY VEHICLE PAVEMENT RIGID - UNIT PAVERSDetail - Scale 1:10

5 STANDARD VEHICLE PAVEMENT FLEXIBLE - UNIT PAVERSDetail - Scale 1:10

6 PEDESTRIAN PAVEMENT - UNIT PAVER INLAY BANDSection - Scale 1:10

UNIT PAVING SURFACE

06 01 -

FOOTPATH PAVEMENTS

VA

RY

30

3mm PAVER JOINT AS SPECIFIED

BEDDING LAYER WITH BONDING

SLURRY AS SPECIFIED

SUB BASE COURSE TO

ENGINEER'S SPECIFICATION

COMPACTED SUBGRADE TO


UNIT PAVING AS NOMINATED IN

DRAWINGS

PAVEMENT SETOUT POINT

REFERS TO THE SURFACE

FINISHED LEVEL

REINFORCED CONCRETE

BASE COURSE TO


VA

RY

30


BEDDING LAYER AS SPECIFIED

BASE COURSE AS SPECIFIED OR

TO ENGINEER'S SPECIFICATION

AS APPROVED BY COUNCIL



UNIT PAVING AS

NOMINATED IN DRAWINGS

NOTE:

WHERE SUBGRADE IS NOT FREE DRAINING,

DRAINAGE SYSTEM SHALL BE PROVIDED WITH

FLEXIBLE PAVEMENT DESIGN



FINISHED LEVEL

30

60

M

IN

.

SUB BASE COURSE TO



SLURRY AS SPECIFIED



UNIT PAVING AS





FINISHED LEVEL

NOTE:

BASE COURSE JOINT AND PAVER JOINT

MUST COINCIDE WHERE A WET MORTAR

BEDDING LAYER IS SPECIFIED

REINFORCED CONCRETE BASE

COURSE TO ENGINEER'S

SPECIFICATION

30

60 M

IN

.

SUB BASE COURSE TO



SLURRY AS SPECIFIED



UNIT PAVING AS NOMINATED

ON DRAWINGS




FINISHED LEVEL

NOTE:

BASE COURSE JOINT AND PAVER JOINT

MUST COINCIDE WHERE WET MORTAR

BEDDING LAYER IS SPECIFIED

REINFORCED CONCRETE SUB

BASE TO ENGINEER'S

SPECIFICATION

30




INTERLOCKING UNIT PAVING

AS NOMINATED IN DRAWINGS



BASE COURSE AS SPECIFIED TO


NOTE:

WHERE SUBGRADE IS NOT FREE DRAINING,

DRAINAGE SYSTEM SHALL BE PROVIDED

WITH FLEXIBLE PAVEMENT DESIGN



FINISHED LEVEL

80

UNIT PAVING ON 30mm WET

MORTAR BED AS SPECIFIED

VARIES, REFER

LOCALITY DETAILS

500 LAP

VARIES

AS NOMINATED

IN DRAWINGS

NOTE:

REFER TO LOCALITY DETAILS FOR

PAVER SPECIFICATION

REINFORCED CONCRETE IN

SITU PAVEMENT TO



DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 Detail - Scale 1:10PEDESTRIAN CONCRETE PAVEMENT

2 Detail - Scale 1:10STANDARD VEHICLE CONCRETE PAVEMENT

3 Detail - Scale 1:10HEAVY DUTY VEHICLE CONCRETE PAVEMENT

CONCRETE SURFACE

06 02 -

FOOTPATH PAVEMENTS





FINISHED LEVEL

NOTES:

1. ALL CONCRETE DETAIL SHALL BE APPROVED BY QUALIFIED PROJECT ENGINEER TO ENSURE

SUITABILITY TO SITE SPECIFIC LOADING REQUIREMENT.

2. UNLESS SPECIFIC TO LOCALITY AND/OR APPROVED OTHERWISE, STANDARD CONCRETE

FINISH SHALL BE:

· SOFT BRISTLE BROOM FINISH, PERPENDICULAR TO THE PATH/DIRECTION OF TRAVEL.

· TOOL EDGE BEFORE APPLYING BROOM FINISH (NO EDGING TOOL FINISH TO BE VISIBLE)

REINFORCED CONCRETE

PAVEMENT TO ENGINEER'S

SPECIFICATION

SUB BASE COURSE TO




FINISHED LEVEL



NOTES:




FINISH SHALL BE:



REINFORCED CONCRETE


SPECIFICATION

SUB BASE COURSE TO




FINISHED LEVEL



NOTES:




FINISH SHALL BE:



REINFORCED CONCRETE


SPECIFICATION

SUB BASE COURSE TO



DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 Detail - Scale 1:10RESIN BONDED AGGREGATE

2 Detail - Scale 1:10RESIN BONDED AGGREGATE - DRY LAID

3 Detail - Scale 1:10RESIN BONDED AGGREGATE WITH PAVER SETTS

4 Detail - Scale 1:10POROUS UNIT PAVING

PERMEABLE PAVING

06 03 -

FOOTPATH PAVEMENTS

80

RESIN BONDED 10mm

AGGREGATE PAVEMENT AS


COMPACT SOIL AROUND ROOT

BALL OF TREE BY HAND

NO FINES CONCRETE BEDDING

COURSE AS SPECIFIED

100



FINISHED LEVEL

NOTE:

TYPICALLY USED FOR TREE SURROUND,

IF SURFACE REQUIRES LOAD BEARING

CAPACITY, USE STRUCTURAL SOIL AND

SEEK ENGINEER'S ADVISE.

60-100

RESIN BONDED 10mm

AGGREGATE PAVEMENT AS


COMPACT SOIL AROUND ROOT

BALL OF TREE BY HAND

NOTE:

FOR USE IN AREAS WHERE EXISTING TREE ROOTS

PREVENT EXCAVATION FOR ALTERNATE PAVEMENT TYPES

GEOTEXTILE AS SPECIFIED

90

RESIN BONDED AGGREGATE

INFILL BETWEEN PAVERS

UNIT PAVING SETTS AS SPECIFIED

LAID IN GRID PATTERN

COMPACT STRUCTURAL SOIL

AS SPECIFIED AROUND ROOT

BALL OF TREE

PAVER TO BE LAID ON MORTAR

LEVELING COURSE

NOTE:

ENSURE LEVELING MORTAR ONLY OCCURS UNDER SETS,

ANY EXCESS MORTAR SHALL BE CLEANED TO ALLOW

MAXIMUM AREA FOR WATER INFILTRATION THROUGH NO

FINES CONCRETE MIX

CRUSHED AGGREGATE OR NO

FINES CONCRETE BEDDING

COURSE AS SPECIFIED

180

90

90

50 MIN.

30

60 M

IN

.

BEDDING LAYER 5-10mm

BASALT ABOVE GEO TEXTILE

FABRIC AS SPECIFIED



UNIT PAVING AS NOMINATED

IN DRAWINGS

3mm JOINTING SAND AS

SPECIFIED



FINISHED LEVEL

NOTE:

FOR USE IN VEHICLE TRAFFIC AREA, ENSURE BEDDING

LAYER AND BASE COURSE ARE SUITABLY DESIGNED TO


10-20mm CRUSHED AGGREGATES

BASE COURSE (NO FINES) TO



DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 Detail - Scale 1:10ISOLATION JOINT (UNIT PAVING)

2 Detail - Scale 1:10EXPANSION JOINT (UNIT PAVING)

3 Detail - Scale 1:10SAWCUT JOINT/CRACK CONTROL JOINT (UNIT PAVING)

4 Detail - Scale 1:10TRIP STOP JOINT (UNIT PAVING)

5 Detail - Scale 1:10TRIP STOP JOINT - UNIT PAVER AND CONCRETE EDGE JUNCTION

7 Detail - Scale 1:10KEY JOINT (UNIT PAVING)

6 Detail - Scale 1:10MOVEMENT JOINT WITH THICKENED SLAB (UNIT PAVING)

UNIT PAVING JOINTS

06 04 -

FOOTPATH PAVEMENTS

VA

RY

VA

RY

10

ADJOINING BUILDING

OR STRUCTURE

UNIT PAVING ON RIGID

SYSTEM AS DETAILED

10mm POLYURETHANE FLEXIBLE

SEALER AS SPECIFIED

10mm WIDE FOAM FILLER TO

THE FULL DEPTH OF NEW

PAVEMENT WORK

NOTE:

ISOLATION JOINT SHALL ALSO BE APPLIED ON

ALL NEW WORKS ADJACENT TO KERB

20

.0

00

AS

D

ET

AILE

D

10mm POLYURETHANE SEALER

AS SPECIFIED. SEAL JOINT TO

WORKING SLAB IMMEDIATELY

AFTER CURING

AS

D

ET

AILE

D

10mm WIDE FOAM FILLER ALIGNED

TO JOINT BELOW


WORKING SLAB


SYSTEM AS DETAILED

NOTES:

EXPANSION JOINTS SHALL BE MADE:

· AT INTERVALS NOT EXCEEDING 15 METRES OR AS NOMINATED IN CONSTRUCTION

DRAWINGS

· AROUND SERVICE COVERS

· AT THE INTERFACE BETWEEN THE CONCRETE PAVING AND KERB (ISOLATION JOINT)

· SURFACE JOINT MUST LINE UP WITH JOINT IN WORKING SLAB WHERE WET MORTAR BED

IS SPECIFIED

10


SYSTEM AS DETAILED

SAWCUT 3mm WIDE x

1

3

DEPTH

OF PAVEMENT

NOTES:

· CRACK CONTROL JOINTS SHALL BE MADE AT

INTERVALS NOT EXCEEDING 5 METRES

· FOR HIGH STRENGTH BEDDING LAYER, SURFACE

JOINT MUST LINE UP WITH JOINT IN BASE COURSE

ALIGN SAW CUT JOINT WITH

SURFACE JOINT WHERE

EVER POSSIBLE

5050

TRIP STOP AS SPECIFIED TO

SUIT BASE COURSE DEPTH


SYSTEM AS DETAILED

ALIGN SURFACE JOINT WITH

TRIP STOP JOINT BELOW

AS

D

ET

AILE

D

TRIP STOP JOINT AS SPECIFIED

TO SUIT PAVEMENT DEPTH


SYSTEM AS DETAILED

DR

IV

EW

AY

E

DG

E

32 MPa REINFORCED

CONCRETE EDGE STRIP

LAPPED TO DRIVEWAY SLAB

TO ENGINEER'S DETAIL

UNIT PAVING - RIGID SYSTEM

(STANDARD/HEAVY DUTY

VEHICLE)

300

500mm LAP

VA

RIE

S

CONCRETE THICKENING

ADJACENT TO CONCRETE

EDGE DEPTH TO SUIT

ADJACENT PAVEMENT AS PER


SETOUT POINT AT

DRIVEWAY EDGE

VARIES

VA

RIE

S

CONCRETE EDGE SHALL BE

CONSTRUCTED IN SINGLE

POUR WITH UNIT PAVING SUB

BASE.

10mm POLYURETHANE

SEALER AS SPECIFIED. SEAL

JOINT TO WORKING SLAB

IMMEDIATELY AFTER CURING

300300

5050

10


SYSTEM AS DETAILED

REINFORCING MESH WITH 40mm

MIN. TOP COVER, CUT 50mm ON

EITHER SIDE OF KEY JOINT

AS

D

ET

AILE

D


JOINT AS SPECIFIED TO BE

ALIGNED WITH JOINT BELOW

30

300300

50 50

10

AS

D

ET

AILE

D

REINFORCING MESH WITH 40mm

MIN. TOP COVER, CUT 50mm ON

EITHER SIDE OF JOINT

UNIT PAVING ON RIGID BASE

AS DETAILED

R20 GALVANISED DOWELS @

600mm CENTERS WITH

EXPANSION SLEEVES

10mm EXPANSION FLEXIBLE

JOINT FILLER


JOINT AS SPECIFIED WITH 10mm

WIDE FOAM FILLER TO BE

ALIGNED WITH JOINT BELOW


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 Detail - Scale 1:10ISOLATION JOINT (CONCRETE)

2 Detail - Scale 1:10EXPANSION JOINT (CONCRETE)

3 Detail - Scale 1:10SAWCUT JOINT/CRACK CONTROL JOINT (CONCRETE)

4 Detail - Scale 1:10TRIP STOP JOINT (CONCRETE)

5 Detail - Scale 1:10TRIP STOP JOINT - CONCRETE & PAVER JUNCTION

6 Detail - Scale 1:10DOWEL JOINT (CONCRETE)

CONCRETE JOINTS

06 05 -

FOOTPATH PAVEMENTS

10

ADJOINING BUILDING

OR STRUCTURE

CONCRETE PAVEMENT

AS DETAILED


SEALER AS SPECIFIED


THE FULL DEPTH OF NEW

PAVEMENT WORK

NOTE:

ISOLATION JOINT SHALL ALSO BE APPLIED ON

ALL NEW WORKS ADJACENT TO KERB

AS

D

ET

AILE

D

AS

D

ET

AILE

D


WORKING SLAB

CONCRETE PAVEMENT

AS DETAILED

NOTES:

EXPANSION JOINTS SHALL BE MADE:

· AT INTERVALS NOT EXCEEDING 6 METRES OR AS NOMINATED ON CONSTRUCTION DRAWINGS

· AROUND SERVICE COVERS

10

TRIM JOINT NEATLY AND FLUSH

WITH ADJACENT SURFACE

SAWCUT 3mm WIDE x

1

3

DEPTH OF PAVEMENT

AS

D

ET

AILE

D

CONCRETE PAVEMENT

AS DETAILED

TRIP STOP JOINT AS SPECIFIED

5050

AS

D

ET

AILE

D

CONCRETE PAVEMENT

AS DETAILED

50

VA

RY

50

300 80

10

10mm POLYURETHANE SEALER

JOINT AS SPECIFIED ON 10mm

WIDE FOAM FILLER


SYSTEM AS DETAILED

CONCRETE PAVEMENT AS

DETAILED WITH THICKENED EDGE

TRIP STOP AS SPECIFIED TO

SUIT PAVEMENT DEPTH

THICKENING TO SUIT ADJACENT

UNIT PAVING DETAIL AS PER


10mm WIDE FOAM FILLER

EXPANSION SLEEVE

N16 S/S DOWELS @ 600TCS

10mm POLYURETHANE

FLEXIBLE JOINT AS SPECIFIED

CONCRETE PAVEMENT

AS DETAILED

10


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

5 STEEL EDGE (TO TREE SURROUNDDetail - As Shown

1 TYPICAL GRANITE BLOCKSDetail - Scale 1:10

3 RAISED EDGE WITH HAUNCHDetail - Scale 1:10

2 TAPERED RAISED EDGEDetail - Scale 1:10

4 RAISED EDGE REPLACING PRAM RAMP WINGDetail - As Shown

EDGES - SHEET 1

06 06 -

FOOTPATH PAVEMENTS

VARIES

10mm TANG 300mm LONG AT

590 CENTRES TIED TO

CONCRETE REINFORCEMENT.

400 x 10mm ALUMINIUM.

PLAN 1:20

PERMEABLE PAVEMENT

AS DETAILED

1000 115

200

200

900

50

100-400

50

50

FULL BLOCK (FRONT) FULL BLOCK

(SIDE)

TAPERED BLOCK (FRONT)

END BLOCK (FRONT)

TAPERED BLOCK

(SIDE)

END BLOCK

(SIDE)

200

50

NOTES:

· REFER TO FURNITURE &

FIXTURES SCHEDULE

'GARDEN EDGE' FOR

GRANITE TYPE AND FINISHES

· ALL EXPOSED EDGES TO BE

PENCIL ROUNDED. NO

SHARP EXPOSED EDGES

· CONTINUOUS INSTALLATION

OF RAISED EDGE (≥1m)

SHALL BE ACCOMPANIED

WITH SKATE-STOP FIXTURES

AS DETAILED

· RAISED EDGE PIECES MUST

BE SECURED IN PLACE WITH

A MORTAR HAUNCH OR

CONSTRAINING EDGE AS

DETAILED

· ENSURE ALL EXPOSED

FACES OF INDIVIDUAL

BLOCKS HAVE CONSISTENT

FINISHES AS SPECIFIED

150

10 M

IN

.

FULL BLOCK

NOTES:

· USE DETAIL WHERE ENDS OF RAISED EDGE CONFLICTS WITH FOOTPATH/ROAD

ACTIVITY (ie. TRIP HAZARD, CAR DOOR OPENING, TURNING CIRCLE)

· REFER TO RAISED EDGE REPLACING PRAM RAMP WING DETAIL FOR VARIATION

ADJACENT TO PRAM RAMP.

TAPERED BLOCK

F.S.L

TOP OF RAISED EDGE

KERB

F.S.L

MORTAR FIX BLOCKS TO WORKING

SLAB EXTENSION. ENSURE END

PIECE FINISHES FLUSH WITH

ADJACENT PAVEMENT

TOP OF

WORKING SLAB

ISOLATION JOINT AS DETAILED

END BLOCK

EDGE RETURN AT THIS POINT

TYPICALLY 90° TO KERB UNLESS

OTHERWISE SHOWN ON DRAWING.

PIECES WILL NEED TO BE CUT TO

SUIT ANGLE OF ADJACENT PIECES

115

150

200

200

85

NEW PAVEMENT AS DETAILED

EXTEND FOOTPATH BASE

COURSE BY 200mm

RAISED EDGE AS SPECIFIED

MASS PLANTING BED

AS DETAILED

SETOUT POINT

MORTAR HAUNCH TO HOLD

EDGE IN PLACE

NOTES:

· TOP OF SOIL LEVEL SHALL BE 50mm BELOW CONTAINING EDGE

AFTER SETTLEMENT

· SLAB EXTENSION CAN BE SUBSTITUTED WITH STEEL

CONSTRAINING EDGE AS DETAILED

· INSTALL ROOT BARRIER AS SPECIFIED WHERE NOMINATED ON

DRAWING

WET MORTAR MIX AS

SPECIFIED TO SECURE EDGE

TO SLAB EXTENSION

50

100

INSTALL SKATE STOP

AS DETAILED

10 M

IN

.

300

400

10mm TANG 300mm LONG AT

590 CENTRES TIED TO

CONCRETE WORKING SLAB

THICKENING ADJACENT

400 x 10mm ALUMINIUM

PERMEABLE PAVEMENT AS

DETAILED

NEW PAVEMENT AS

NOMINATED ON DRAWINGS

SECTION 1:10

MIN.1200mm MIN. 1200mm

9

0

°

OR WIDTH OF APPROACHING

PATH UNLESS NOTED

OTHERWISE

MAX.1500mm

KERB

INVERT OF GUTTER

LIP OF GUTTER

150mm HIGH CONCRETE

KERB AND GUTTER

FULL SIZE BLOCK

CHAMFER CORNER AND

EPOXY JOINT

ANGLED BLOCK

PAVED PRAM RAMP AS

NOMINATED ON DRAWINGS

300

WARNING TACTILE TGSIs

AS SPECIFIED INSTALLED

AS PER AS1428.4

600 M

IN

.

300±10

600

L

I

P

O

F

G

U

T

T

E

R

K

E

R

B

I

N

V

E

R

T

O

F

G

U

T

T

E

R

PRAM RAMP ON A

CURVED KERB.

WARNING TGSIs INSTALL

TO MIMIC THE CURVE OF

KERB, PARALLEL TO THE

PATH OF TRAVEL AS

PER AS1428.4

150mm HIGH

CONCRETE KERB

AND GUTTER

250 M

IN

.

6

.

RAISED GARDEN EDGE TO

REPLACE PRAM RAMP

WING AS DETAILED

MASS PLANTING BED

AS DETAILED

ISOLATION JOINT BETWEEN

BLOCK AND KERB

RAISED GARDEN EDGE TO

REPLACE PRAM RAMP

WING AS DETAILED

90° PRAM RAMP PLAN 1:20

PRAM RAMP ON RADIUS PLAN 1:20

IJ

250 M

IN

.

ANGLED BLOCK

WARNING TACTILE TGSIs AS

SPECIFIED INSTALLED AS PER

AS1428.4. CUSTOM TEMPLATE

REQUIRED FOR RADIUS KERB

150

NOTES:

· FOR GRANITE TYPES REFER TO SPECIFICATION

· ALL EXPOSED EDGES TO BE BULLNOSED. NO SHARP EXPOSED EDGES

· PROVIDE MORTAR HAUNCH AS DETAILED TO SECURE RAISED EDGE PIECES

· ENSURE ALL EXPOSED FACES HAVE THE SAME FINISH AS SPECIFIED

CUT ANGLED BLOCKS TO ABUT

NEATLY WITH TOP OF RAISED

EDGE AND TOP OF KERB)

F.S.L

RAISED EDGE RETURN

SHOWING BEHIND

NEW KERB

ISOLATION JOINT BETWEEN

KERB AND END PIECE

TOP OF WORKING SLAB.

MORTAR PIECES TO

WORKING SLAB. ENSURE

END PIECE ADJOINS FLUSH

WITH ADJACENT EDGES

RAISED EDGE RETURN TO

KERB/ALONG PRAM RAMP PATH

70

250

E

Q

U

A

L

E

Q

U

A

L

TOP OF RAMP (FINISHED

SURFACE LEVEL)

SECTION 1:10


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 PARKING EDGE (LAYOUT)Detail - Scale 1:10

2 INLET LID ON FOOTPATHDetail - Scale 1:10

TO FUTURE DETAILS

EDGES - SHEET 2

06 07 -

FOOTPATH PAVEMENTS

Ø100 x 130mm HEIGHT uPVC

PIPE TO HOUSE AERATION

RING & ALLOW POSITIONING

OF LID ON PAVED FOOTPATH

SILICONE FILL JOINT BETWEEN

LID AND PAVERS

STAINLESS STEEL SQUARE LID

AS SPECIFIED

ONCE AERATION PIPE AND LID

BRACKET ARE POSITIONED AS

DETAILED CAREFULLY FILL

AROUND uPVC PIPE WITH

WEAK WET MORTAR MIX 6:1 TO

HOLD LID BRACKET IN PLACE

AERATION/WATERING RING

(UPTURN CONNECTION) AS

SPECIFIED

ADJACENT NEW PAVED

FOOTPATH

Ø100 x 130mm HEIGHT uPVC

PIPE TO HOUSE AERATION

RING & ALLOW POSITIONING

OF LID ON PAVED FOOTPATH.

uPVC PIPE TO BE

POSITIONED/FIXED INTO THE

WORKING SLAB

SILICONE FILL JOINT BETWEEN

LID AND PAVERS

ONCE PIPE AND LID ARE

POSITIONED AS DETAILED

CAREFULLY FILL PIPE WITH

WEAK WET MORTAR MIX 6:1

SECTION

PLAN

POSITION SQUARE INLET LID TO

CENTRE PAVEMENT JOINT LINE

℄

100

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