DESIGNED

ASSUREDQUALITY

CHECKED

DRAWN03/2019

03/2019

03/2019

03/2019

DATEC.O.A

C.O.A

C.O.A

C.O.A

DATE

DATE

DATE

FOOTPATHS

FOOTPATH DETAILS

CONSTRUCTION STANDARD

DRAWING SET NUMBER

P401 01SHEET

8

N.T.S

A1

NUMBER OF SHEETS

ORIGINAL SHEET SIZE

SCALE

-

ACC PROJECT NUMBER

A ISSUED FOR CONSTRUCTION C.O.A 28/06/2019

CONJUNCTION WITH THE SPECIFICATION.The Contractor and his Sub-contractors shall verify all dimensions,lines, levels and existing service locations, prior to commencementon site, preparation of detail/shop drawings, and fabrication of

THIS DRAWING SHALL BE READ IN

construction/building components.

DESCRIPTION

CONSTRUCTION REVISIONS No. BY DATE

C

FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

ACC USE - SIGHTED FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

REVISION

B CONCRETE FLAGSTONE & ASPHALT DETAILS AMENDED C.O.A 04/09/2019

C ASPHALT DETAILS AMENDED-TACK COAT NOTE REMOVED C.O.A 09/12/2020

DESIGNED

ASSUREDQUALITY

CHECKED

DRAWN02/2019

02/2019

02/2019

02/2019

DATEC.O.A

C.O.A

C.O.A

C.O.A

DATE

DATE

DATE

DRIVEWAY CROSSOVER

FOOTPATH DETAILS

CONSTRUCTION STANDARD

DRAWING SET NUMBER

P401 02SHEET

8

N.T.S

A1

NUMBER OF SHEETS

ORIGINAL SHEET SIZE

SCALE

-

ACC PROJECT NUMBER

A ISSUED FOR CONSTRUCTION C.O.A 28/06/2019

CONJUNCTION WITH THE SPECIFICATION.The Contractor and his Sub-contractors shall verify all dimensions,lines, levels and existing service locations, prior to commencementon site, preparation of detail/shop drawings, and fabrication of

THIS DRAWING SHALL BE READ IN

construction/building components.

DESCRIPTION

CONSTRUCTION REVISIONS No. BY DATE

A

FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

ACC USE - SIGHTED FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

REVISION

EDGE OF FOOTPATH

EDGE OF FOOTPATH

EDGE OF FOOTPATH

TRENCH

RESURFACE MINIMUM 0.5m

FOOTPATH WIDTH WHERE

FOOTPATH IS GREATER THAN

1.2m WIDE

RESURFACE ENTIRE

FOOTPATH WIDTH WHERE

FOOTPATH IS LESS THAN

1.2m WIDE

TRENCH

PROPERTY BOUNDARY

PROPERTY BOUNDARY

PROPERTY BOUNDARY

ASPHALT

FOOTPATH

ASPHALT

FOOTPATH

CONCRETE

FOOTPATH

CONTROL OR EXPANSION JOINT

REPLACE ALL AFFECTED

SLABS OF CONCRETE,

INCLUDING CONTROL JOINTS

AND EXPANSION JOINTS

EXTEND RESURFACING TO

BOUNDARY OR KERB WHERE

OFFSET IS LESS THAN 250mm

DESIGNED

ASSUREDQUALITY

CHECKED

DRAWN02/2019

02/2019

02/2019

02/2019

DATEC.O.A

C.O.A

C.O.A

C.O.A

DATE

DATE

DATE

WEARING COURSE REINSTATEMENT PLAN

FOOTPATH REINSTATEMENTS

CONSTRUCTION STANDARD

DRAWING SET NUMBER

P401 05SHEET

8

N.T.S

A1

NUMBER OF SHEETS

ORIGINAL SHEET SIZE

SCALE

-

ACC PROJECT NUMBER

A ISSUED FOR CONSTRUCTION C.O.A 28/06/2019

CONJUNCTION WITH THE SPECIFICATION.The Contractor and his Sub-contractors shall verify all dimensions,lines, levels and existing service locations, prior to commencementon site, preparation of detail/shop drawings, and fabrication of

THIS DRAWING SHALL BE READ IN

construction/building components.

DESCRIPTION

CONSTRUCTION REVISIONS No. BY DATE

A

FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

ACC USE - SIGHTED FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

REVISION

FOOTPATH REINSTATEMENT EXTENTS (ASPHALT AND CONCRETE)

TRENCHING IN ASPHALT FOOTPATH LESS/EQUAL TO 1.2m WIDE

TRENCHING IN ASPHALT FOOTPATH GREATER THAN 1.2m WIDE

TRENCHING IN CONCRETE FOOTPATH/BIKEWAY

150mm

TRENCH WIDTH

(MIN 300mm)

HOTMIX SHALL MATCH FLUSH

WITH EXISTING AND SHALL BE

FORMED TO MATCH THE

EXISTING ROAD PROFILE

SUB-GRADE/BACKFILL

REINSTATEMENT (REFER P403-01)

MINIMUM 50mm AC10M A5E WEARING

COURSE ON TACK COAT AT 0.2 TO 0.3

L/m2.

300mm AC14M BASE COURSES APPLIED

IN 4 x 75mm LAYERS ON EMULSION

PRIME APPLIED AT 1.0 L/m2

SUBBASE EITHER PM1/20QG OR

PM2/20QG TO 98% MODIFIED

COMPACTION

300mm

MIN

300mm

MIN

TRENCH WIDTH

(MIN 300mm)

HOTMIX SHALL MATCH FLUSH

WITH EXISTING AND SHALL BE

FORMED TO MATCH THE

EXISTING ROAD PROFILE

SUB-GRADE/BACKFILL

REINSTATEMENT (REFER P403-01)

300mm

MIN

50mm AC10M A5E WEARING COURSE

ON TACK COAT AT 0.2 TO 0.3 L/m2.

225mm AC14M BASE COURSE APPLIED

IN 3 x 75mm LAYERS ON EMULSION

PRIME APPLIED AT 1.0 L/m2

SUBBASE EITHER PM1/20QG OR

PM2/20QG PLACED IN 2 x 125mm LAYERS

TO 98% MODIFIED COMPACTION

300mm

MIN

150mm

TRENCH WIDTH

(MIN 300mm)

HOTMIX SHALL MATCH FLUSH

WITH EXISTING AND SHALL BE

FORMED TO MATCH THE

EXISTING ROAD PROFILE

SUB-GRADE/BACKFILL

REINSTATEMENT (REFER P403-01)

40mm AC10L C320

AC14 C320 LEVELLING

COURSES APPLIED IN LAYERS

NO GREATER THAN 75mm IF

REQUIRED TO MATCH EXISTING

ASPHALT THICKNESS

BASECOURSE PM1/20QG TO

98% MODIFIED COMPACTION

SUBBASE EITHER PM1/20QG OR

PM2/20QG PLACED IN 2 x 125mm LAYERS

TO 98% MODIFIED COMPACTION

300mm

MIN

300mm

MIN

FOR WEARING

COURSE EXTENTS

REFER NOTE 9

FOR WEARING

COURSE EXTENTS

REFER NOTE 9

FOR WEARING

COURSE EXTENTS

REFER NOTE 9

250mm

250mm

DESIGNED

ASSUREDQUALITY

CHECKED

DRAWN02/2019

02/2019

02/2019

02/2019

DATEC.O.A

C.O.A

C.O.A

C.O.A

DATE

DATE

DATE

STANDARD DETAILS

ROAD PAVEMENT REINSTATEMENTS

CONSTRUCTION STANDARD

DRAWING SET NUMBER

P402 01SHEET

8

N.T.S

A1

NUMBER OF SHEETS

ORIGINAL SHEET SIZE

SCALE

-

ACC PROJECT NUMBER

A ISSUED FOR CONSTRUCTION C.O.A 12/04/2019

CONJUNCTION WITH THE SPECIFICATION.The Contractor and his Sub-contractors shall verify all dimensions,lines, levels and existing service locations, prior to commencementon site, preparation of detail/shop drawings, and fabrication of

THIS DRAWING SHALL BE READ IN

construction/building components.

DESCRIPTION

CONSTRUCTION REVISIONS No. BY DATE

B

FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

ACC USE - SIGHTED FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

REVISION

1. EXCAVATED MATERIAL SHALL NOTE BE RE-USED IN THE BACKFILL REINSTATEMENT AND SHALL

BE REMOVED FROM SITE.

2. THE WEARING COURSE AND ASPHALT BASE COURSE LAYER SHALL EXTEND A MINIMUM OF

300mm EITHER SIDE OF THE EXCAVATED TRENCH. PRIOR TO APPLICATION OF THE WEARING

COURSE, ENSURE THE EDGE OF THE BASECOURSE AND EXISTING SEAL IS NEATLY SAW CUT.

3. ALL LINEMARKING, PAVEMENT MARKING AND ROAD FURNITURE SHALL BE REINSTATED TO

MATCH EXISTING.

4. THE FINISHED LEVEL OF ALL SERVICE COVERS SHALL BE FLUSH WITH THE FINISHED SURFACE

OF THE REINSTATED PAVEMENT.

5. THE SUPPLY OF MATERIALS (ASPHALT & QUARRY RUBBLE) SHALL BE IN ACCORDANCE WITH

D.P.T.I. ROADWORKS MASTER SPECIFICATION.

6. PROPOSED USE OF RECLAIMED ASPHALT PAVEMENT (RAP) MATERIAL SHALL BE IN

ACCORDANCE WITH D.P.T.I. SPECIFICATION PART R27 - SUPPLY OF ASPHALT.

7. PAVEMENT LAYER THICKNESS SHALL BE IN ACCORDANCE WITH D.P.T.I SUPPLEMENT TO THE

AUSTROADS GUIDE TO PAVEMENT TECHNOLOGY PART 2: PAVEMENT STRUCTURAL DESIGN.

8. PAVEMENT TO BE CONSTRUCTED IN ACCORDANCE WITH D.P.T.I GENERAL CONSTRUCTION FOR

PAVEMENTS.

9. WEARING COURSE REINSTATEMENT EXTENTS TO COMPLY WITH WEARING COURSE

REINSTATEMENT PLAN P402-02.

LOW VOLUME ROADS (RESIDENTIAL STREETS & LANEWAYS)

<2,000 VEHICLES PER DAY

HEAVY TRAFFICKED ROADS WITH ASPHALT SURFACES

>2,000 VEHICLES PER DAY BUT < 20,000 VEHICLES PER DAY

VERY HEAVILY TRAFFICKED ROADS WITH ASPHALT SURFACES

(& KEY ADELAIDE METRO BUS ROUTES) >20,000 VEHICLES PER DAY

PAVEMENT REINSTATEMENT FOR TRENCHES & REPAIRS NOTES:

B REFERENCE NOTES AMENDED C.O.A 15/07/2019

MINIMUM 300mm WEARING

COURSE REINSTATEMENT

EACH SIDE OF TRENCH

TR

EN

CH

T

R

E

N

C

H

MINIMUM 300mm WEARING

COURSE REINSTATEMENT

EACH SIDE OF TRENCH

TRENCH

ASPHALT WEARING COURSE TO EXTEND TO

OUTSIDE OF WHEEL PATH TO CENTRE OR

EDGE OF LANE TO ENSURE PAVEMENT JOINT

SITS OUTSIDE OF VEHICLE WHEELPATH

FULL DEPTH OF ASPHALT

REINSTATEMENT TO EXTEND A MINIMUM

OF 300mm EACH SIDE OF TRENCH (AS

PER REINSTATEMENT DETAIL)

DESIGNED

ASSUREDQUALITY

CHECKED

DRAWN02/2019

02/2019

02/2019

02/2019

DATEC.O.A

C.O.A

C.O.A

C.O.A

DATE

DATE

DATE

WEARING COURSE REINSTATEMENT PLAN

ROAD REINSTATEMENTS

CONSTRUCTION STANDARD

DRAWING SET NUMBER

P402 02SHEET

8

N.T.S

A1

NUMBER OF SHEETS

ORIGINAL SHEET SIZE

SCALE

-

ACC PROJECT NUMBER

A ISSUED FOR CONSTRUCTION C.O.A 28/06/2019

CONJUNCTION WITH THE SPECIFICATION.The Contractor and his Sub-contractors shall verify all dimensions,lines, levels and existing service locations, prior to commencementon site, preparation of detail/shop drawings, and fabrication of

THIS DRAWING SHALL BE READ IN

construction/building components.

DESCRIPTION

CONSTRUCTION REVISIONS No. BY DATE

A

FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGERDESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

ACC USE - SIGHTED FOR CONSTRUCTION

DESIGN TEAM LEADERPROJECT ASSET MANAGER PROJECT MANAGER

REVISION

ROAD REINSTATEMENT EXTENTS

TRENCHING AT 90° TO THE ROAD

TRENCHING DIAGONALLY ACROSS THE ROAD

TRENCHING ALONG THE ROAD

CoA 901

1 : 5

DETAIL

REV DESCRIPTION DATE

STANDARD NUMBER REVISION

ORIGINAL ISSUEA 07/20 CONSTRUCTION STANDARDS

CIVIL

KERB INSTALLATION DETAILS IN EXISTING PAVEMENTS

CoA 900 - 901 B

PROPOSED KERB PROFILE

VARIES

PROPOSED VERGE TREATMENT

(REFER DESIGN PLANS)

BACKFILL WITH PM1/20 QG

COMPACTED TO 95% MMDD

TO THE SATISFACTION OF

COUNCIL'S REPRESENTATIVE

HOTMIX AC10 NOMINAL.

(DEPTH VARIES, REFER NOTES).

PM1/20 QG

SUB-BASE TO BE

COMPACTED TO

96% MMDD

SUBGRADE TO BE

COMPACTED TO

98% STD MDD

EXISTING

PAVEMENT

2.5% MAX.

CROSSFALL

350 MIN.

10

0

MIN

150

CoA 901

5m

m P

RO

UD

1 : 5

DETAIL

1 : 20 @ A3

KERB INSTALLATION (TYPE 1) IN EXISTING PAVEMENT - WITH FOOTPATH BEHIND KERB

PROPOSED KERB PROFILE

VARIES

PROPOSED FOOTPATH

TREATMENT TO BE

REINSTATED TO MATCH

EXISTING, REFER TO P401-01

AND DESIGN PLANS

BACKFILL WITH PM1/20 QG

COMPACTED TO 95% MMDD

TO THE SATISFACTION OF

COUNCIL'S REPRESENTATIVE

PM1/20 QG BASE TO BE

COMPACTED TO 98% MMDD

(DEPTH VARIES, 100 MIN.)

OR TO MATCH EXISTING

PAVEMENT, WHERE THE

EXISTING PAVEMENT IS A

DEEP LIFT ASPHALT.

PM1/20 QG

SUB-BASE TO BE

COMPACTED TO

96% MMDD

SUBGRADE TO BE

COMPACTED TO

98% STD MDD

EXISTING

PAVEMENT

2.5% MAX.

CROSSFALL

350 MIN.

10

0

MIN

150

KERB INSTALLATION IN EXISTING PAVEMENT NOTES:

1. INSTALLATION OF KERBING SHALL BE IN ACCORDANCE WITH AS 2876.

2. REFER TO CoA STANDARD DETAILS C111-01, C111-02 AND THE DESIGN PLANS FOR PROPOSED KERB PROFILE & LOCATION OF FOOTPATHS.

3. EXCAVATED MATERIAL SHALL NOT BE RE-USED IN THE BACKFILL REINSTATEMENT AND SHALL BE REMOVED FROM SITE.

4. THE MINIMUM THICKNESS OF THE REINSTATED PAVEMENT LAYERS SHALL BE AS DETAILED OR SHALL MATCH THE EXISTING PAVEMENT LAYERS, WHICHEVER IS THE GREATER.

5. THE WEARING COURSE SHALL BE HOTMIX AC10 NOMINAL. THE DEPTH SHALL BE 40mm MINIMUM OR SHALL MATCH THAT OF THE EXISTING PAVEMENT, WHICHEVER IS THE GREATER.

6. IN AREAS WHERE NO VERGE TREATMENT IS REQUIRED THE TOP 50mm SHALL MATCH EXISTING SITE MATERIALS AT BACK OF KERB (LIKE-FOR-LIKE) TO THE SATISFACTION OF COUNCIL'S REPRESENTATIVE.

7. ROAD CROSSFALL (*) SHALL BE BETWEEN 2% AND 4%. WIDTH OF PAVEMENT REINSTATEMENT TO SAW CUT LINE MAY NEED TO BE WIDENED TO ACHIEVE THESE GRADES, AND TO ENSURE ADJACENT EXISTING

PAVEMENT IS FREE DRAINING.

5m

m P

RO

UD

SA

W C

UT

L

IN

E

SA

W C

UT

L

IN

E

CoA 900

300300

1 : 20 @ A3

KERB INSTALLATION (TYPE 2) IN EXISTING PAVEMENT - WITH VERGE BEHIND KERB

* *

B GENERAL AMENDMENTS 08/21

WEARING COURSE

TO EXTEND INTO THE

ROAD AS REQUIRED

TO MATCH INTO

EXISTING LEVELS.

PM1/20 QG BASE TO BE

COMPACTED TO 98% MMDD

(DEPTH VARIES, 100 MIN.)

OR TO MATCH EXISTING

PAVEMENT, WHERE THE

EXISTING PAVEMENT IS A

DEEP LIFT ASPHALT.

HOTMIX AC10 NOMINAL.

(DEPTH VARIES, REFER NOTES).

WEARING COURSE

TO EXTEND INTO THE

ROAD AS REQUIRED

TO MATCH INTO

EXISTING LEVELS.

Urban Elements Catalogue - Paving standard details revision description (August 2021)

Standard Drawing Title Revision Revision Description Date

Number

P400-01 Hardwood timber edge A Notes amended Nov 2013

B Notes amended Dec 2018

C Notes amended Jan 2019

D Hardwood stake notes amended March 2019

E Red Ochre note added April 2019

F Detail removed. Refer to P401-03. July 2019

P401-01 Footpaths A Detail created July 2019

B Concrete flagstone detail amended Sept 2019

C Tack coat note removed (asphalt) Dec 2020

P401-02 Footpaths - Driveway Crossover A Detail created July 2019

P401-03 Footpaths - Park Lands Paths A Detail created July 2019

B Asphalt AC changed to 30mm Sept 2019

C Hardwood Timber Edge modified July 2020

P401-04 Footpaths - Paving around A Detail created July 2019

service pits and pit installations B CLSM note added on typical section Sept 2019

P401-05 Footpaths - Wearing course A Detail created July 2019

reinstatement plan

P402-01 Road pavement reinstatement A Detail created July 2019

B Reference notes amended July 2019

P402-02 Roads - Wearing course A Detail created July 2019

reinstatement plan

P403-01 Trench reinstatements A Detail created July 2019

Services and drainage trenches B Services trench note 11 added Sept 2019

C Drainage trench mechanical

protection note added. March 2020

CoA 900 - Kerb Installation Details In A Detail created July 2020

901 Existing Pavements B Pavement notes amended August 2021