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