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CP1.B |
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Security Lodgement Form |
1 |
Oct 2007 |
Original |
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3 |
Feb 2015 |
Annexure B
(Security Lodgement Form) amended to include bond
multiplier |
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4 |
Jan 2017 |
IRC Requirements added |
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CP1.C |
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Standard Subdivision Inspection & Test Plan |
1 |
Oct 2007 |
Original |
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3 |
Feb 2015 |
Annexure C
(Inspection and Test Plan) has been amended to:
- Reflect CCTV stormwater testing (if required) [Refer
Page 4]
- Reflect that CCTV testing may be required at off
defects liability [Refer Page 7] |
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CP1 |
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Construction Procedures |
2 |
Apr 2013 |
Table CP1.15.1 Use of CCTV. CHRC - Yes.
All other Councils - No
Deleted table CP1.27.1 relating to non
100% completion of electrical reticulation
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3 |
Feb 2015 |
Page
CP1-10 Line inserted for CCTV inspection of Stormwater
lines (where required) - this is in turn qualified by
Table CP1.27.1 later in the document.
Table CP1.23.1 As constructed submission requirements
has been added.
Table CP1.27.1 CCTV Inspection On and Off Maintenance
has been amended.
Table CP1.28.1 Incomplete Works Bond Multiplier has been
added. |
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4 |
Jan 2017 |
IRC requirements added |
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AP1 |
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Approval Procedures |
1 |
Oct 2007 |
Original
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3 |
Jan 2017 |
IRC requirements added |
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4 |
April 2019 |
Clarification of drainage design (quantity and quality)
expectations in clauses AP1.04.01 and drainage easements
in AP1.04.04
Clarification of timing for provision of Ergon and
Telecommunications information in AP1.09.02
Design submission AP1.11 updated to include
Statement of Compliance and IDAS Forms
Other minor changes to correct or update
terminology and reference documentation |
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AP1.A |
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Statement of Compliance, Engineering Design |
1 |
Oct 2007 |
Original |
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2 |
Feb 2017 |
LSC and GRC requirements added |
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3 |
August 2019 |
Sewer Reticulation added to table of compliance |
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C202 |
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Rural Road Clear Zones |
1 |
Nov 2013 |
New
Document |
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C245 |
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Asphalt Concrete Surfacing |
1 |
Jun 2013 |
Amendments to asphalt thickness & compaction
requirements. |
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C263 |
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Guide Posts |
1 |
Oct 2007 |
New Document; No amendements |
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C264 |
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Guard Fencing |
1 |
Oct 2007 |
New Document; No amendements |
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| C273 |
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Landscaping |
1 |
Oct 2007 |
Original |
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C273 |
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Landscaping |
3 |
Jan 2017 |
IRC requirements
added. References to Lorsban removed. |
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C401 |
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Water Reticulation |
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Feb 2015 |
Removed - Refer to Design Specification D11 for
Construction Information |
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C402 |
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Sewer Reticulation |
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Feb 2015 |
Removed - Refer to Design Specification D12 for
Construction Information |
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| C501 |
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Bushfire Protection |
2 |
Jan 2017 |
IRC requirements
added plus a new requirement for turning areas within
fire breaks |
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| C273 |
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Landscaping |
2 |
Feb 2015 |
LSC and GRC requirements added,
including plant lists. |
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C501 |
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Bushfire Protection |
1 |
Oct 2007 |
Original |
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| D1 |
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Road
Design |
2 |
March 2012 |
Various
references amended
Vehicle access requirements for private driveways and
battleaxe lots for post amalgamation Councils have been
adopted to supersede former Council requirements
Geometric urban
road design requirements for post amalgamation Councils
have been adopted to supersede former Council
requirements. (For
additional information see Summary
of Post Amalgamation Changes)
Additional concrete footpaths are now required by
Central Highlands Regional Council. (For
additional information see Summary
of Post Amalgamation Changes)
The traffic threshold for access streets and minor
collectors has been reduced for former PDSC local
government area. (For
additional information see
Summary of Post Amalgamation
Changes)
All 4 Councils have adopted altered requirements for
rural roads. Banana Shire Council have altered the
traffic thresholds for various rural road
configurations. ARI design requirements have been
included by some Councils |
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9 |
July 2018 |
Removal of
driveway sections |
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3 |
Nov 2013 |
New section for rural road
clear zones |
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4 |
Dec 2013 |
Maranoa changes to:
Rural roads Table D1.21.03 pathway requirements on
collector roads (Tables D1.06.04 to D1.06.06)
New commercial category; Table D1.06.13 |
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5 |
May 2014 |
All references to BSC footpath
widths changed to 2.0 metres. |
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6 |
Jan 2015 |
LSC and GRC requirements added. |
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7 |
Jan 2018 |
IRC requirements added |
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8 |
Mar 2018 |
GRC requirements added |
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9 |
Jul 2018 |
Removal of driveway sections |
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| D2 |
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Pavement
Design |
2 |
Mar 2012 |
Spray seals no longer accepted for urban
residential streets for any Council. (For
additional information see Summary
of Post Amalgamation Changes)
Minimum thickness requirements for
asphalt pavement DG14 to sub arterial, industrial access
and industrial collector have been increased
Design of spray seal removed and replaced with reference
to Austroads Design of Sprayed seals 1990 |
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3 |
Sep 2014 |
Asphalt thickness amended in D2 Pavement Design
Specification |
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4 |
Feb 2020 |
Table D02.13.02 Preferred
Asphaltic Concrete Applications amended for the
DG10 depths of Access Place & Street and Park
Residential to 25mm, and DG14 depths for Access Place &
Street, Minor & Major Urban Collectors, Trunk Collector
Street, Sub Arterial and Park Residential to 40mm. |
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| D3 |
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Structures
and Bridges |
2 |
Mar 2012 |
Austroads reference amended |
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| D4 |
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Subsurface
Drainage |
2 |
Mar 2012 |
Use of strip drain as well as slotted pipe permitted |
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| D5 |
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Stormwater
Design |
2 |
Mar 2012 |
Interallotment drainage design class
requirements have now been agreed by all Councils as
follows: Generally Level 2
will apply. Level 3 inter-allotment drainage may be
required by the Local Government in some instances (eg.
steep slopes) (For additional information see Summary
of Post Amalgamation Changes)
All Councils are now in agreement regarding ARI design
criteria. (For
additional information see
Summary of Post Amalgamation
Changes)
IFD charts adopted for different parts of local
government areas.
IFD Curves are now greatly simplified for
RRC. References to QUDM updated.
Reference to approved pipe material included (RCP and
FRC). |
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3 |
Apr 2015 |
LSC and GRC requirements added.
Inter-allotment drainage requirements clarified. |
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4 |
Jan 2017 |
IRC requirements added |
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5 |
April 2019 |
D5 Amendments |
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6 |
Aug 2019 |
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7 |
Sep 2020 |
Update to Lawful Point of Discharge. Bio-Retention
Systems and Vegetated Stormwater Assets have been moved
from D7. |
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8 |
Mar 2022 |
1. Table D05.04.1 amended to clarify its use for minor
system design only. Design AEPs/ ARIs are unchanged.
2. New Table D05.04.2 provided to clarify major system
AEPs/ ARIs design requirements.
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D9 |
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Cycleway and Pathway Design |
2 |
Mar 2012 |
Austroads reference amended
Minimum pathway width amended from 1.0 m to 1.2m, and
for dual use pathways from 2.0m to 2.5m in Table
D9.05.01
Horizontal clearances amended in Table D9.05.01 |
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D11 |
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Water Reticulation |
2 |
Apr 2013 |
New combined Design
and Construction Specifications in draft for comment
until 21st June 2013 |
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D |
Dec 2014 |
LSC and GRC requirements added and multiple additional
changes. |
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E |
May 2015 |
Changes to clarify LSC requirements. Note 2 new tables
of difference11.08.02 (Use of DI pipe) and 11.08.05
(Flanged valves and tees) were necessary to do this. |
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F |
Dec 2016 |
Changes initiated by RRC details at this
link. |
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G |
Jan
2018 |
IRC added |
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I |
Oct 2018 |
D11 Changes |
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J |
Dec 2018 |
MRC kerb painting for hydrants updated |
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K |
April 2019 |
Clause for fire hydrants and urban spacing amended:
D11.11.02 For urban areas, fire
hydrants shall be at maximum 80m spacing for all
non-trunk water supply network mains and no more than
20m from the last furthest
property frontage in a cul-de-sac. and
located so that they comply with AS2419 hydrant location
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J |
Feb 2020 |
Table D11.09.01 PVC Minimum Water Main Pipe Classes
amended Gladstone Regional Council from PN16 to PN12.5
for the PE pipe class.
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L |
Jan 2022 |
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Table D11.06.01 LSC network analysis software
amended to INFOWORKS
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D11.06.04 reworded for clarity (this clause relates
to hydraulic capacity)
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D11.06.05 reworded to amend approach to areas of
allotments which cannot be serviced by water supply
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Table D11.07.01 Design Demands amended for LSC and
GRC
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D11.07.03 and Table D11.07.02 amended to clarify
water network modelling design requirements in
relation to minimum pressures and node levels.
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D11.11.04 amended to clarify that GRC customers
supplied via a constant flow network are not
provided with a fire service
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| D12 |
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Sewerage
Reticulation |
1 |
Feb 2013 |
New combined Design
and Construction Specifications in draft for comment
until 21st June 2013 |
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D |
Dec 2014 |
LSC and GRC requirements added and multiple additional
changes. |
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E |
May 2015 |
Clarification of LSC requirements for various items
including use of vertical/horizontal curves and testing. |
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F |
July 2016 |
Amendment of RRC requirements for Sewerage easements |
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G |
Dec 2016 |
Changes initiated by RRC details at
this link. |
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H |
Jan
2018 |
IRC added |
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K |
Oct 2018 |
D12 Changes |
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| D15 |
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Geometric
Road Design |
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Jun 2018 |
New document |
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PS-4 |
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Polyethelene Pressure Pipe |
B |
Jan 2018 |
- |
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C |
May 2022 |
Pressure classifications updated to PN16 |
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PS-28 |
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Gaskets |
C |
Sep 2022 |
- |
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