MEETING OF THE CITY INFRASTRUCTURE COMMITTEE WEDNESDAY, 4 DECEMBER 2019 ID 13353682
MEETING COMMENCED
9.21 am, 4 December 2019
PRESENT
Interim Administrator, Tamara O'Shea (Chairperson)
IN ATTENDANCE
A/Chief Executive Officer S Trinca A/Director of Road & Water Infrastructure D Ross A/Water Business Manager D Moore Water Infrastructure Manager T Goodhew Road Infrastructure Planning Manager K Ranaweera Road Infrastructure Delivery Manager D Reilly Advocacy Program Leader B Rogan A/Meetings Services Coordinator K Reddy Meetings Services Officer A Parry
MEETING TERMINATED
9.28 am, 4 December 2019
ORDER IN WHICH AGENDA ITEMS WERE CONSIDERED BY THE CITY INFRASTRUCTURE COMMITTEE: IN1, IN2, IN3, IN4, IN5
Page 1 LIST OF ITEMS CITY INFRASTRUCTURE COMMITTEE WEDNESDAY, 4 DECEMBER 2019 IN1 File No: 848734-1 Id No: 13308821 3 WATER SUB-METERING FOR MULTI-UNIT PROPERTIES POLICY 3 REPORT OF: WATER INFRASTRUCTURE MANAGER 3 IN2 File No: 1131471-1 Id No: 13319896 35 Refer to Confidential Agenda in accordance with 35 Section 275 (1)( e) of the Local Government Regulation 2012 35 WIS/33/2019 - LOGAN WATER INFRASTRUCTURE PROGRAM ALLIANCE 35 AWARD OF CONTRACT 35 REPORT OF: WATER INFRASTRUCTURE MANAGER 35 IN3 File No: 1116489-1 Id No: 13322557 37 PERMANENT ROAD CLOSURE TO PART OF ARMSTRONG ROAD, 37 MEADOWBROOK 37 REPORT OF: ROAD INFRASTRUCTURE PLANNING MANAGER 37 IN4 File No: 1145675-1 Id No: 13244413 40 STATEMENT OF INTENT FOR ROAD PAVEMENT ASSETS RENEWAL AND 40 REHABILITATION WORKS (2020/21 AND BEYOND) 40 REPORT OF: ROAD INFRASTRUCTURE PLANNING MANAGER 40 IN5 File No: 1127344-1 Id No: 13306361 65 COOMERA CONNECTOR 65 REPORT OF: DIRECTOR OF ROADS AND WATER INFRASTRUCTURE 65
Page 2 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN1 File No: 848734-1 Id No: 13308821 WATER SUB-METERING FOR MULTI-UNIT PROPERTIES POLICY
REPORT OF: WATER INFRASTRUCTURE MANAGER Created: 13/11/2019
REPORT OVERVIEW
PURPOSE OF REPORT The purpose of this report is to seek adoption of a new policy titled 'Water Sub-Metering for Multi- Unit Properties', supported by an associated guideline titled 'Water Sub-Metering for Multi-Unit Properties Guidelines’ that detail Council’s requirements for providing water sub-meters to multi-unit properties.
Criteria: Policy CORPORATE PLAN PRIORITY CC - CONVENIENTLY CONNECTED CC2 A city of smart design, with mixed density and mixed use development, co-located with hard and soft infrastructure that meets the pace of a growing city and the needs of residents, businesses and visitors.
REPORT DETAIL
BACKGROUND As of 1 January 2008, the Queensland Plumbing and Wastewater Code (QPW Code) made it mandatory for multi-unit residential premises and commercial premises to install individual water meters, known as sub-meters. The introduction of sub-meters allows individual property owners to understand their individual water use and to be charged accordingly to their individual consumption. The QPW Code contains performance criteria to be achieved when installing water meters for new premises, including the installation of sub-meters. The QPW Code also contains acceptable solutions that would satisfy the performance criteria. However, the QPW Code has some deficiencies in terms of access provisions, locating meters, meter types, plumbing configurations and other details that make meter installation uncertain and problematic for the development industry. Most other Councils and Water Distribution-Retailers across Queensland have adopted water sub- metering policies and guidelines that provide additional information and clarity of acceptable solutions within their service area.
Report by: Water Infrastructure Manager Page 3 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN1 File No: 848734-1 Continued:
DISCUSSION The Water Safety (Supply and Reliability) Act 2008 (the Act) provides Council, as a water service provider, with the head of power to adopt the 'Water Sub-Metering for Multi-Unit Properties' Policy. The proposed 'Water Sub-Metering for Multi-Unit Properties' Policy (the Policy) (Id: 13128045) and 'Water Sub-Metering for Multi-Unit Properties Guidelines' (the Guidelines) (Id: 13083696) have been prepared pursuant to the Act and the QPW Code. The adoption of a water sub-metering policy and supporting guidelines provides:
• greater certainty for the development industry - standards are known that will result in expedient approvals;
• operational benefits – Council will be able access the water meters more effectively when undertaking repairs or replacement; and
• financial benefits – Council will be able to manage the number of different types of water meters that it carries in stock. The proposed supporting guidelines cover a range of matters including:
• approval of sub-meter types • location of sub-meters • access to sub-meters • Smart Meter and Automatic Meter Reading (AMR) Policy • asset handover to Council Consultation The Policy has been developed in consultation with a wide range of internal stakeholders including the Development Assessment, Water Business Branch, Water Infrastructure Branch and Water Operations Branch. The Policy is supported by all internal stakeholders. The Building Legislation and Policy Section of the Department of Housing and Public Works (DHPW) have also been consulted and are supportive of the drafted Policy. CONCLUSION The 'Water Sub-Metering for Multi-Unit Properties' Policy has been prepared pursuant to the Queensland Plumbing and Wastewater Code and the Water Safety (Supply and Reliability) Act 2008. The Policy will provide clarity for Council officers and the development industry in understanding the technical and regulatory requirements for the installation of sub-meters for multi-unit properties.
Report by: Water Infrastructure Manager Page 4 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN1 File No: 848734-1 Continued:
RECOMMENDATION
IT IS RECOMMENDED:- 1. That the policy titled ‘Water Sub-Metering for Multi-Unit Properties’, as attached to the report of the Water Infrastructure Manager dated 13 November 2019 (Id: 13308821), be adopted. 2. That the Corporate Governance Manager be requested to update Council's Policies Register in accordance with Clause 1 above.
The Interim Administrator of the Logan City Council recommended: That the report be received and adopted.
Adopted by Council at its meeting of 11/12/2019 Minute No 194/2019
Report by: Water Infrastructure Manager Page 5 Background Papers
Document #: 13128045 POLICY
Date approved: File No: 1145736-1 Minute number:
Policy Title: WATER SUB-METERING FOR MULTI-UNIT PROPERTIES Directorate: ROAD & WATER INFRASTRUCTURE Branch: WATER INFRASTRUCTURE Policy objective: The objectives of this policy are to: (a) define the requirements and standards for the sub- metering of individual units/lots within new and existing multi-unit properties (Community Titles Schemes); (b) provide a framework for Council officers and customers/consumers (e.g. plumbers, builders and developers) to understand the technical and regulatory requirements for the installation of sub-meters; (c) enhance the effectiveness of Logan Water’s water charging system for all consumers/customers; and (d) raise customer awareness of water consumption and the contribution of individual consumers/customers to their water consumption.
Policy scope: This policy applies to sub-metering of lots for water consumed within a multi-unit property (Community Titles Scheme), including the common property. Definitions: TERM DEFINITION Common property Common property, for a Community Titles Scheme is freehold land forming part of the scheme land, but not forming part of a lot included in the scheme. Community Titles A scheme registered in accordance with section 24 of the Body Corporate Scheme (CTS) and Community Management Act 1997 in relation to certain freehold land. A Community Titles Scheme is established by: (a) the registration, under the Land Title Act 1994, of a plan of subdivision for identifying the scheme land for the scheme (b) the recording by the registrar of the first community management statement for the scheme. Master meter The meter at the point of connection for the Community Titles Scheme property to the Council's water main and is upstream of all sub-meters and is used to register total water consumption.
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TERM DEFINITION Meterable premises The term meterable premises means: all class 1 buildings; and each lot within a community title scheme, including the common property, in a water service provider’s area; and the sole occupancy unit of a class 2, 4, 5, 6, 7, or 8 building in a water service provider’s area; and each storey of a class 5 building in a water service provider’s area where the building consists of more than one storey and sole occupancy units are not identified at the time of the building’s plumbing compliance assessment. QPW Code The Queensland Plumbing and Wastewater Code. Scheme land The land identified in the plan of subdivision registered under the Land Title Act 1994 in relation to a Community Titles Scheme. Sub-meter A term used to describe individual water meters within scheme land that measure supply to individual lots within the scheme land. A sub-meter is supplied water via a master water meter. Sub-metering The installation of sub-meters. Water meter A device, including equipment related to the device, for measuring the volume of water supplied to premises and installed on infrastructure that supplies a water service at the premises. An example of equipment related to the device is an automatic meter reading device and associated technology or similar devices. Water service provider The term water service provider means the persons registered under the Water Supply (Safety and Reliability) Act 2008, Chapter 2, Part 3, as the water service provider for retail water services for the premises.
Policy statement: The installation of sub-meters for multi-unit properties are required to comply with this Policy. The detailed requirements and standards of Council for the installation of sub-meters for multi-unit properties are contained in the ‘Water Sub-Metering for Multi Unit Properties Guidelines’ (the Guidelines). This Guideline will be updated from time to time in line with best industry practices. This policy provides the means for Council, as a water service provider, to apply its requirements and standards pursuant to Part 4: Water Meters in New Premises of the the Queensland Plumbing and Wastewater Code (QPW Code). The Council requires that all new multi-unit developments drawing a water supply from Council’s water infrastructure are to be metered in accordance with this policy and it’s supporting Guidelines. This policy requires compliance with the requirements and standards outlined in the Guidelines. The Guidelines cover a range of matters including: Approval of sub-meter types Location of sub-meters Access to sub-meters Smart Meter and Automatic Meter Reading (AMR) Policy Asset handover to Council
Page 7 WATER SUB-METERINGBackground FOR MULTI-UNIT PROPERTIES Papers 3 Related policies/legislation/other documents: DOC ID DOCUMENT TYPE DOCUMENT NAME Legislation Queensland Plumbing and Wastewater Code Legislation Water Supply (Safety and Reliability) Act 2008 Legislation Water and Other Legislation Amendment Act 2007 Legislation South East Queensland Water (Restructuring) Act 2007 Legislation Body Corporate and Community Management Act 1997 13083696 Guideline Water Sub-Metering for Multi-Unit Properties Guidelines
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Water Sub-Metering for Multi Unit Properties Guidelines
Logan City Council November 2019
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Contents
1. Introduction ...... 3
1.1. Background ...... 3
1.2. Scope ...... 3
1.3. Definitions...... 4
2. Metering Requirements ...... 4
2.1. Plumbing and Drainage Act 2002 and the Queensland Plumbing and Wastewater Code...... 4
2.2. Master Meter ...... 5
2.2.1. Multiple Body Corporates ...... 5
2.2.2. Dual Occupancy (Duplex) ...... 6
2.3. Sub-Meter General Provisions ...... 7
2.3.1. Multiple Land Uses and Complexes ...... 8
2.3.2. Communal Hot Water Systems ...... 8
2.3.3. Sub Metering Figures...... 9
2.4. Cold Water Sub-Meters ...... 11
2.4.1. Cold Water Sub-Meter - Installation Option 1 ...... 11
2.4.2. Cold Water Sub-Meter - Installation Option 2 ...... 12
2.4.3. Buried Sub-Meter Boxes ...... 12
2.4.4. Sub-meter Cupboards ...... 13
2.4.5. Other Installation Requirements ...... 13
2.5. Approved Sub-Meters and Associated Infrastructure ...... 13
2.5.1. Conventional Meter Assemblies ...... 13
2.5.2. Other Requirements ...... 15 3. Smart Meters and Automatic Meter Reading (AMR) ...... 16
3.2. Technical Requirements ...... 17
3.3. Installation Requirements ...... 17
4. Asset Handover to Water Service Provider ...... 18
Appendix A. Dictionary ...... 20
Appendix B. Related Legislation and Policies ...... 25
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TITLE Water Sub-Metering for Multi-Unit Properties Guidelines
DESCRIPTION Technical information for the individual sub-metering of multi-unit properties.
CREATED BY Water Infrastructure
DATE CREATED 12/11/2019 Document No: 13083696
MAINTAINED BY Water Infrastructure
VERSION NUMBER Modified By Modifications Made Date Modified Status
v 1 Tim Donovan 12/11/2019 draft
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1. Introduction
1.1. Background
The Water Sub-Metering for Multi-Unit Properties Guidelines (the Guidelines) has been prepared to assist in applying the Logan City Council (Council) Water Supply Standards. The guidelines provide technical information on the individual sub-metering of multi-unit properties (MUP”S). Sub-meters are required to comply with Councils requirements as a water service provider to fulfil the Plumbing Application condition introduced under the Water Act and Other Legislation Amendment 2007.
Prior to the introduction of the Queensland Plumbing and Wastewater Code (QPW Code) on 1 January 2008, it was not mandatory to install water meters to individual premises within multi-unit residential and commercial development. This meant that in most circumstances individual unit owners had no knowledge of their individual water use and consequently may have been discouraged in their attempts to reduce water consumption.
The QPW Code makes it mandatory to install sub-meters in all new multi-unit developments and some non-residential premises. This has enabled water service providers to directly charge owners of separate lots in new buildings for their actual water consumption. For multi-unit buildings under single title, this will also enable itemised billing based on sub-meter readings, so that the owner may pass the cost of water onto the individual user.
The purpose of the Guidelines is to help ensure that any Council requirements in respect to sub-meters are consistent and in line with the intent of Council’s Water Sub-Metering for Multi-Unit Properties Policy (the Policy). The Policy, Guidelines and their technical specifications may be amended from time to time. Any decision and approvals made by Council in connection with a particular development application will take precedence over the Policy and the Guidelines.
This guideline does not replace Council’s “Community Title Scheme Billing and Sub- Metering Policy” (adopted 30/05/2017). The Policy and the Guidelines do not supersede any requirements of Council’s Water Supply Standards.
1.2. Scope
The Guidelines provide details about:
where sub-meters are required; sub-meter selection information and associated infrastructure; sub-meter installation requirements; and Council’s Smart Metering and Automatic Meter Reading (AMR) position.
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1.3. Definitions
The dictionary in Appendix A defines particular words used within this Guideline. 2. Metering Requirements
Council requires that all new multi-unit developments, defined as meterable premises, that draw water supply from Councils’ water supply infrastructure will be metered in accordance with the Policy, this Guidelines and the relevant legislation. A development application may need to be lodged with Council depending on the proposed installation location and type of water meter.
Existing developments are not required to retrofit sub-meters.
The developer or land owner is responsible for making sure water meters and sub-meters conform.
Note that the QPW Code requirements for the metering of fire services including acceptable solutions remain unchanged by these Guidelines.
2.1. Plumbing and Drainage Act 2002 and the Queensland Plumbing and Wastewater Code.
The Queensland Plumbing and Wastewater Code (QPW Code) is the primary regulation for the introduction of sub-meters. Part 4 of the QPW Code specifically deals with water meters for new premises. Other reference documents are listed in Appendix B.
Table 1 below is an extract from Part 4 of the QPW Code that details the performance criteria for water meters in new developments.
Table 1. Water meters for new premises (extracted from Part 4 of QPW Code) Performance Criteria Acceptable Solutions
P1 The water supply to A1 Each water supply to a meterable premises is meterable premises must to be fitted with a water meter which – be fitted with a device (a) Measures only the water supplied by (water meter) to measure that water supply to that meterable the amount of water premises; and supplied to the premises. (b) Is approved by the water service provider; and (c) Complies with the relevant requirements of the water service provider that may be imposed under the Water Act 2000.
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Performance Criteria Acceptable Solutions
P2 A water meter must be A2 The water meter is located – located so that it is easy to (a) So that it can be easily maintained and read and maintain. read from a common area, common property or public area; and (b) It is installed – (i) In a common area; or (ii) In common property; or (iii) Less than 3m from a property boundary within a public area.
P3 A water meter must be A3 A water meter is to be maintained in properly maintained. accordance with the relevant Australian Standards.
P4 The installation of a water A4 The water meter has a complying valve. meter includes a device that allows for the restriction of the flow of water from the water service to the water meter.
2.2. Master Meter
A master meter is to be installed on the front property boundary, within the common area of the property, complex or development to measure the water supply entering the property consistent with Council Water Supply Standards and specifications at the property owner’s expense.
The master meter at the boundary of the property will be considered a Body Corporate meter for the purpose of billing. The volume of water used by the Body Corporate will be determined by subtracting the sum of the usage registered on the sub-meters from the master meter.
The Body Corporate, or the developer on behalf of the Body Corporate, may install additional meters to monitor their onsite water consumption at their discretion (e.g. swimming pools, town top-ups of rainwater tanks, gyms etc.). However, these meters will not be used for billing by Council and will remain the property of the Body Corporate
Council will own the meter and be responsible for its maintenance, verification and replacement.
Meter sizes 20mm to 25 mm are to be installed off-lot and below ground Meter sizes 32mm and greater are to be installed on-lot and above ground
The only exception to this is where Council has given approval for each lot to have an independent water service connected to the Council water main and there is no common property usage.
2.2.1. Multiple Body Corporates
Where there are multiple Body Corporates in a development, the total water supply to each Body Corporate shall be metered. This meter is then considered the master meter for the Body Corporate connected. The boundary meter can be the master meter for one
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Body Corporate only.
Where there are multiple Body Corporates involved this can result in common internal water service mains. The ownership and maintenance responsibility for these common internal water mains is with those that benefit from this private infrastructure.
2.2.2. Dual Occupancy (Duplex)
Where a duplex is approved on a single title lot then each separate and independent detached or Class 1 dwelling shall have a master meter and water service installed. A duplex existing prior to the introduction of the Queensland Plumbing and Wastewater Code (QPW Code) on 1 January 2008 is not required to retro fit separate meters.
The master meter must be located and installed in accordance with the QPW Code, the Guidelines and Council approvals. A water meter and its location must be maintained at all times to retain access for reading and maintenance purposes. If not it may result in Council not being unable to read the meter, the issue of a compliance Notice, or cause workplace health and safety issues.
There are a variety of existing circumstances on a lot depending on when the initial building work was done and the relevant legislation at the time – for example duplexes before January 2008 may have a single water meter servicing both properties. A customer may apply to have a second meter installed so that both properties have their own water meter and are billed for individual water usage. Due to the existing plumbing the provision of a second water meter may require significant internal works and/or costs. It is recommended that the owner consider this prior to the installation of a second water meter. Changes to internal plumbing are the responsibility of the owner and will require appropriate Council Plumbing and Drainage approvals. Examples of common duplex designs are shown in Figures 1 & 2 below.
Water meter installed on footpath
Water main Dwelling
Dwelling Dwelling Dwelling
Roadway Roadway
1(a) 1(b)
Figure 1(a) and 1(b) - Duplex Metering no Community Title Scheme.
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Sub-meter for each dwelling installed
inside the property boundary Master meter
Water main
Roadway Roadway 2(a) 2(b)
Figure 2(a) and 2(b) Duplex Metering with Community Title Scheme.
2.3. Sub-Meter General Provisions
A single sub-meter capturing all cold water entering the meterable premises must service each lot within the MUP. These sub-meters shall capture only the water entering the lot they are assigned to. The location and type of all meters and sub-meters will require Council approval.
The Licensed Plumbing Contractor is responsible for the installation of sub-meters. The Council’s Plumbing and Drainage section will conduct inspections to make sure installations have been completed in accordance with the Guidelines, Plumbing and Drainage Act 2002, AS/NZS 3500.1, and the Council’s Plumbing and Drainage approved hydraulic plans.
Where any orientation other than horizontal orientation, the sub-meter must be capable of operation in the vertical or other angular alignment without performance degradation and that capability must be referenced in the patent approval certificate.
(a) Installation Orientation All sub-meters are to be installed in accordance with their pattern approval certificates. Care must be taken to ensure that the sub-meter type selected is installed in the correct position e.g. with the dial face in a position where an unassisted person standing on the floor can easily read it. (b) Dual Check Valves Australian Standard AS/NZS3500 outlines a number of provisions in regard to backflow protection. Where necessary, a hazard assessment may be completed for the development as well as for individual lots. The default situation is that each sub-meter installation must be fitted with dual check valves at the points where
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sub-meters are installed. In 20mm diameter sub-meters, these check valves shall be incorporated in the sub-meter so that the overall length of the sub-meter assembly is not affected. (c) Sub-meter Dimensions All sub-meters must comply with the dimensions described in Appendix D of Australian Standard AS3565.1. Sub-meter assemblies of 20mm size must have end connections of 14 threads per inch. Other sizes must conform to the Australian Standards if available, otherwise with normal Council practice (details can be provided on request).
2.3.1. Multiple Land Uses and Complexes
Mixed use complexes (that is, mixed residential and non-residential) shall have a master meter servicing each separate volumetric lot - e.g. a master meter to the residential section and a master meter to the non-residential section. Sub-meters must be grouped together and installed in an accessible, common area to allow direct reading.
Should the residential and non-residential uses be within a single body corporate then only one master meter is required. Should there be more than one volumetric lot, each volumetric lot needs to have their own master meter.
The location of the water sub-meter enclosures shall be in a common or public area to allow access to the sub- meters for maintenance or replacement. Mixed use complexes will require a water sub-meter enclosure to house sub-meters. In most cases more than one water sub-meter enclosure will be required.
If the sub meters are to be within a fire cabinet enclosure the fire and safety rating shall not be compromised and the water sub-meter enclosure shall be installed in accordance with relevant standards including adequate bunding and drainage to prevent seepage into the infrastructure and all penetrations shall be sealed. Sub-Meter installation dimensions shall be maintained.
Common property areas must also be sub-metered (that is, designated common areas such as recreation areas and common public toilets).
If the development contains more than one land use, then each land use shall follow the relevant sub-meter requirements. For example, a high rise building with shops on the ground floor, offices on the following intermediate storeys with residential apartments above and a hotel on top may require:
Each shop to be metered individually; Each floor of the office space to be metered; Each residential apartment to be metered separately; A single meter for the hotel usage; and The entire water supply to each Body Corporate must be metered if applicable.
2.3.2. Communal Hot Water Systems
Where hot water is supplied through individual hot water systems there is no requirement to install a separate sub-meter for each hot water system. The hot water in this situation is measured through the cold water sub-meter. Hot water is not metered directly by the water service provider.
The body responsible for the communal hot water system (e.g. the Body Corporate or energy supplier) is recommended to install meters on hot water inlets, however these will
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remain the property of the installing body and not become Council owned donated assets.
Where hot water is supplied from a communal hot water system, the system is required to be sub-metered. Communal hot water systems can be considered as common property water consumption and shall be fitted accordingly with an upstream cold water sub-meter. Hot water consumption will be billed to the Body Corporate as a separate line item to the master meter, for the Body Corporate to distribute amongst its residents.
Alternatively, the management of the complex may install sub-meters to measure hot water consumption for each unit and apportion the costs to the occupants accordingly. The management of the complex will be responsible for reading the sub-meters and apportioning costs. This system does not negate the need for a sub-meter on the cold water inlet to the communal hot water system.
2.3.3. Sub Metering Figures
Below are several common alternatives for different land uses that represent where sub- meters are required. Section 2.4 contains the specific requirements for sub-meter locations.
Figure 3 Apartment Building
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Figure 4. Office Building
Figure 5 Gated Community
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Figure 6. Mixed Use Building with Multiple Body Corporates and Communal Hot Water System
2.4. Cold Water Sub-Meters
2.4.1. Cold Water Sub-Meter - Installation Option 1
In buildings up to and including three storeys and where the hydraulic analysis of the plumbing shows an acceptable level of pressure loss, sub-meters shall be installed in a weather resistant sub-meter cabinet located at an accessible side of the building or in a cabinet in a common area (stairwell landing, beside the elevator shaft, etc.) on the ground floor. Council may approve installation of the sub-meters in a meter box below ground subject to the meter box being of sufficient size and being easily accessible.
This option does not require AMR technology as the sub-meters shall be manually read in the usual process of meter reading.
Sub-meters of 20 millimeters, or in some applications larger sizes if the hydraulic design prescribes, shall be installed within developments to measure individual units and common property water supply.
For developments constructed after 1 January 2008, all sub-meters shall be installed within a development at the time of construction and shall be of the same make and model and have unique serial numbers.
For developments constructed before 1 January 2008, all sub-meters shall be installed within a development (following applications approval) and shall be of the same make
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and model and have unique serial numbers.
See the following sections on Buried Sub-meter Boxes (s2.4.3) and Sub-meter Cupboards (s.2.4.4) for further details.
Contact Person
The building owner is responsible for ensuring a contact person is available to enable Council staff or their representatives to access the sub-meters for maintenance purposes. Council will not be held responsible in the event where failure to provide access in a timely manner results in damages to persons or property.
2.4.2. Cold Water Sub-Meter - Installation Option 2
This option is for cases where sub-meters at ground level are impractical (e.g. high rise buildings), or where access to any of the sub-meters is restricted in any way (e.g. gated communities).
In the case of high rise buildings the sub-meters must be:
Located in a single latched cupboard in a common area on each floor. If the design of the development makes it impractical to install all sub-meters in a single cupboard then multiple cupboards may be used, so long as their number is minimised.
In the case of gated communities and horizontal developments:
Buried in sub-meter boxes on the common property less than 3m outside the front boundary of the lot for which the sub-meter is required.
Alternatively, for either type of development:
Located in a utility room that is accessible through the common property. Requirements are the same as for those in sub-meter cupboards.
See the following sections on Buried Sub-Meter Boxes (s2.4.3) and Sub-Meter Cupboards (s.2.4.4) for further details.
If a development is a mixture of both a gated community and high rise buildings, then the sub-meter installations may be a mixture of those described above.
Contact Person
The building owner is responsible for ensuring a contact person is available to enable Council staff or their representatives to access the sub-meters for maintenance purposes. Council will not be held responsible in the event where failure to provide access in a timely manner results in damages to persons or property.
2.4.3. Buried Sub-Meter Boxes
Sub-meters installed in buried sub-meter boxes shall be designed such that:
The meter box complies with existing Council specifications (see Council Water Supply Standards for more details), with the exception that the sub- meters do not need to be located in the footway against the property boundary, instead by following the Installation Options listed above. Lids shall have a non-slip pattern.
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2.4.4. Sub-meter Cupboards
Sub-meter cupboards shall be designed such that:
There is a minimum 100mm gap, perpendicular to the direction of the pipes, between sub-meters. There is a minimum 100mm gap between the outermost valves and the edges of the cupboard. If the cupboard also houses fire hose reels, the fire rating required shall not be compromised. The sub-meters are easily accessible and readable from floor level of common property, unassisted by a ladder or other equipment. Maximum height for the higher of either the centreline of sub-meters or the top of the sub-meter assembly = 1.6m. There is no need for a person performing normal maintenance duties to enter into the cupboard (i.e. the cupboard must not be classifiable as a confined space for entry purposes). Where sub-meters are located in a utility room, adequate ventilation must be provided. A minimum of 2 square metres is available in front of the cupboard as free working space. Adequate lighting is available during daylight hours. There is sufficient room for the cupboard door(s) to swing open completely and provision for them to be held open. The cupboard shall have a minimum 100mm bund at the opening if it is located inside a building. The cupboard shall be sufficiently waterproof and drained to prevent seepage into the surrounding building structure in the event of a leak. The cupboard does not need to be locked, but must be fastened with a latch where a double padlock can be fitted in the future if required. The requirements must be complied with at all times and maintained in working order. Sub-meters installed in buried boxes and/or cupboard shall be conventional (also known as inline) meters.
2.4.5. Other Installation Requirements
All sub-meters must be fitted with anti-tamper devices, such as wires.
All sub-meter boxes, whether housing single or multiple sub-meters, must be identified on the outside with the words “Water Sub-Meter” or “Water Sub-Meters” in readable and permanent print.
2.5. Approved Sub-Meters and Associated Infrastructure
2.5.1. Conventional Meter Assemblies
Where conventional 20mm meters are installed, each sub-meter must have ball valves on both sides for shutting of the water supply, and an adjustable meter coupling on one side of the meter and a standard meter coupling on the other side for the safe removal of the sub-meter. The ball valve on the upstream side of the sub-meter must be able to be fixed in variable positions with a stainless steel tie.
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These items together are referred to as the ‘conventional sub-meter assembly’. The overall length of the assembly is to be no more than 500mm.
This sub-meter assembly shall connect to the Body Corporate plumbing on the upstream side and the lot owner’s private plumbing on the downstream side, both with male iron adaptors.
Sub-Meters must be of Australian Standard dimensions and have Australian Standard threads where they connect to the building pipework.
Complete sub-meter assemblies including valves and authorised for use are available from the following manufacturers:
RMC – Reliance Worldwide Corporation Elster Metering Pty Ltd Itron
The products in Table 2 have been approved for use on the cold water service.
Table 2. Authorised Meter Manufacturers
Service Authorised Authorised Products Product Specification Size Manufacturers
Honeywell V200 with Dual Check Pulse output 20 mm (Elster) Valve Australian Standard dimensions Sub-meter assembly
RMC Multijet Turbine meter with Pulse output Dual Check Valve Australian Standard dimensions (Cat No. WM273MRP) Sub-meter assembly
Itron TD8 with Dual Check Pulse output Valve Australian Standard dimensions Sub-meter assembly
Honeywell V200 with Dual Check Pulse output 25 mm (Elster) Valve Australian Standard dimensions Sub-meter assembly
RMC Multijet Turbine meter with Pulse output Dual Check Valve Australian Standard dimensions (Cat No.WM271MRP) Sub-meter assembly
Itron TD8 with Dual Check Pulse output Valve Australian Standard dimensions Sub-meter assembly
>25mm Contact COUNCIL (Water Service Provider) for further information.
For domestic lines where the sub-meter is 50mm in diameter or larger, the meter must be
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installed in Meter Arrangement 1 to 4 with a bypass, as per Council’s Water Supply Standards. Refer to Council Water Supply Standards for installation requirements of large meters on fire and domestic lines.
Where sub-meters sized 25mm and 32mm are installed, ball valves and meter couplings (at least one adjustable) will be required on both sides, as per the 20mm sub-meter requirements. Where shutting off the water supply would cause significant damage or lost productivity, permission may be sought from Council to install a bypass arrangement.
Itron TD8 Rotary piston volumetric type water meter. TD8 Indicator.
Honeywell Elster V200 volumetric cold RMC Multijet Turbine meter with Dual water meter. Check Valve.
Figure 7 Approved Meters
2.5.2. Other Requirements
If AMR technology is being considered, please see Section 3 for further information.
(a) Sub-meter Sizing
During design, consideration shall be given to appropriate sub-meter sizing. Residential lots may be metered by a 20mm sub-meter from the Authorised Manufacturers. Any larger meters will require Council approval. Meters for non- residential lots must be sized as part of hydraulic design and approved by Council.
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Within a MUP, sub-meters of the same size shall be of the same brand.
(b) Sub-meter Identification
The sub-meters must be permanently identified with the unit number that they serve and a serial number issued by Council for the purpose of identifying them on Council’s billing system.
(c) As Constructed Drawings
The hydraulic As Constructed drawings for the development must include a table of:
sub-meter serial numbers (and MIU serial numbers if applicable); the unit numbers they serve; the location of the sub-meters; the date of installation of the sub-meters; the sub-meter readings on installation; and the final sub-meter reading at the end of construction. (d) Site Connectivity
Before the final plumbing certificate is issued, the developer is required to show that the connectivity between all the meters and their respective units has been checked.
An audit of the connectivity of sub-meters to their units may form part of the final plumbing inspection for the site. A connectivity audit ensures that each unit/lot/storey in the complex is fed through an individual sub-meter for that unit/lot/storey only and that this meter matches the description in the submitted drawings.
Council may conduct the connectivity audit to ensure that the installation has been provided in accordance with the Council approval conditions and the approved hydraulic design and drawings. The Council inspectors will choose the percentage of units involved in the audit, to a maximum of 100%. In the event that any part of the development fails the connectivity audit, Council or their representative will test connectivity throughout the whole development at the developer’s expense. Council may provide the developer with a list of areas requiring rectification before a final plumbing certificate can be issued. 3. Smart Meters and Automatic Meter Reading (AMR)
Council is making significant investment in the use of Smart Meter technology and developing Smart Meter solutions and does not support the ongoing use of Automatic Meter Reading technology.
Logan Water has commenced an assessment of multiple smart water and/or wastewater technologies and systems as part of the Smart Water Meter Program. This is aimed at leveraging technologies and innovative business systems to drive efficiencies and improvement in customer metering and billing practices and improve the customer experience related to water consumption and water bills.
The investment in smart water metering solutions is intended to allow both customers and council to understand the value of real-time access to water usage data and information. Smart water meters along with a customer portal and app will provide Council and customers with the ability to understand water usage patterns and performance of the water supply network, including early detection and identification of water leaks. A Smart Metering trial will soon commence in selected locations.
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Where currently there is considered by Council to be no alternative to the use of AMR technology it is Council policy that:
(i) Council will not accept any responsibility for the AMR system; (ii) where an AMR is installed as means of providing a more efficient meter reading the meter must be accessible 24/7 to Council for meter reading purposes; (iii) Council will not be responsible for any AMR devices or their maintenance or replacement; (iv) if there is any maintenance on the sub-meters by Council then the developer/property owner is responsible for any AMR implications; (v) it is the responsibility of the developer/property owner to select the most appropriate system for their development and not a responsibility of Council; (vi) where an AMR system is installed relevant training must be provided to Council officers on its operation prior to their use commencing; (vii) testing of the AMR system to ensure that accurate readings are received from all sub-meters is the responsibility of developer/property owner and must be submitted to Council before issuing the final plumbing compliance certificate; (viii) in the instance that an AMR system fails Council will default to relying on manual meter reading for sub-meters until the AMR system has been rectified by the relevant responsible person i.e. the developer, Body Corporate or property owner.
It is acknowledged that sub-meters may not be able to be installed in an accessible part of the property. Accessible location is defined in Section 2.4.1 as being at ground level, outside the building where access to the sub-meters is unrestricted at all times, including free from building security, not being obscured by vehicle movements, and free from overgrown vegetation and all other forms of obstructions and hazards.
The requirements also apply to AMR systems installed voluntarily on accessible sub- meters. The presence of an AMR system does not alleviate the need for the meters to be within public or common property. Meter locations must still conform to either Installation Option 1 or Installation Option 2 in Section 2.4.
Where an AMR system is installed, all meters must be readable through the AMR system, including the master meter at the boundary and any additional master meters for additional Body Corporates (see Section 2.2.2 and Section 2.3.2).
3.2. Technical Requirements
An AMR system will need to be installed and connected to a Meter Reading Panel (MRP) in an accessible location.
The MRP shall have a display screen between 1.0m and 1.5m above the ground from where all sub-meter readings can be obtained. For example, either a scrolling system that allows the user to scroll up and down between apartments, or a numeric keypad for entering the apartment number and obtaining the relevant sub-meter reading.
It is preferable that all alarms would be communicated with the sub-meter reading, but as a minimum, the low battery alarm (if applicable), serial/unit number, and sub-meter reading must be communicated.
3.3. Installation Requirements
A qualified technician approved by the AMR provider must install each component of the AMR system and work must be carried out to a recognised standard. For example:
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Installation of water sub-meters must be carried out by a Licensed Plumber to the relevant Australian Standards. Installation of electrical systems must be carried out to the relevant Australian Standards.
All components of the AMR system must be installed in accessible locations in common areas for maintenance purposes, but shall be hidden from public view e.g. by a cover or cupboard.
The MRP shall be protected by a weather-proof cupboard and fitted with a standard Council lock (to be supplied).
The installation of the Meter Interface Unit (MIU) must not impede the ability for a manual reading of the sub-meter to be taken. The MIU shall be fitted with tamper-proofing of some kind.
Requirement for Separable Items
The MIU and the sub-meter itself shall be separable items. Even if supplied by the same manufacturer, allowance must be made for the replacement of either component with a similar product of a different brand, without the need to replace both. This separation and connection must be able to be carried out in the field, without sending parts away from the site.
Connectivity Testing
Before the final plumbing certificate is issued, the AMR system must be fully commissioned and proven to be working by the developer, body corporate or property owner by providing accurate reads from all sub-meters in the development. This shall take place as part of the final plumbing inspection.
As Constructed Drawings
A full set of hydraulic and electrical As Constructed drawings must be submitted both to Council and to the Body Corporate for their records including:
the colour and size of the conduit conduit material identification of the inspection boxes and junctions the meter reading panel position (wall or cabinet) a wiring diagram to detail units connection at the reading panel a floor plan shown to indicate the meter position on high-rise and the location of cabling in relation to services in ducting. 4. Asset Handover to Water Service Provider
The accuracy of the connectivity of the sub-meters and any associated AMR systems shall be verified as per Section 2 and Section 3 respectively.
Once the Final Plumbing Certificate has been issued, ownership of the sub-meters and associated infrastructure is transferred to the Council.
The developer will continue to be responsible for rectifying any defects in products and workmanship for a 12 month period known as the ‘defects liability period’, from the date of occupancy of the development, or stage of the development.
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At the end of this 12 month period, an inspection may be carried out, and all responsibility will transfer to the Council, along with any associated warranties.
For new developments (post 1 January 2008), once the final connectivity audit for the development has been successfully completed, the ownership of sub-meter assemblies and the sub-meter isolation valves will transfer to the Council.
For developments pre 1 January 2008, once the final connectivity audit for the development has been successfully completed, the ownership of sub-meter assemblies and the sub-meter isolation valves and will remain the private property of the Body Corporate.
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Appendix A. Dictionary
ITEM DEFINITION
AMR The term AMR means Automatic Meter Reading and also includes Digital Electronic Readouts (DER) such as a display panel that can be scrolled through to read the respective sub-meter consumption. accessible The term accessible for water meter reading, maintenance and/or replacement purposes, means accessible within reasonable time (between 8 am-5 pm), with the sub-meters being located in a non- locked enclosure requiring a non-key access (PIN code), and not being obstructed including by vehicles or other plant or equipment or vegetation. body corporate An entity created under section 30 of the Body Corporate and Community Management Act 1997. The members of the body corporate for a Community Title Scheme are the owners of all lots included in the scheme. boundary Boundary means the area between the property external walls and pathways, streets or fence. building classes Building classifications as defined by the Building Code of Australia – 1 to 10 Classification of Buildings. Some common classes being: Class 1a – detached dwelling or an attached dwelling separated by a fire-resisting wall. Class 2 – a building containing more than 2 or more sole-occupancy units each being a separate dwelling. Class 5 – an office building used for commercial purposes. Class 6 – a shop or other building for the sale of goods by retail or the supply of services direct to the public. Class 9 – a building of a public nature. Class 10 – a non-habitable building or structure. common area The term common area means an area of common property as defined in the Body Corporate and Community Management Act 1997.
Common Common property has the meaning provided in Section 10 of the property Body Corporate and Community Management Act 1997 and for a Community Title Scheme is freehold land forming part of the scheme land, but not forming part of a lot included in the scheme. common The term common property water consumption refers to water used property water in common properties within a complex for irrigation, cleaning, consumption recreation fixtures, etc. The common property water consumption for each meter read cycle will be decided by deducting the sum of consumption registered by all sub-meters from the consumption registered by the master meter. Water consumption through a communal hot water system is part of common property water consumption under this policy. communal hot The term communal hot water system refers to a common system
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Page 29 Background Papers water system used to supply hot water to flats, apartments, houses or units in complexes. community The Body Corporate and Community Title Management Act 1997, management Chapter 1 Part 4 Section 12, describes a community management statement statement as a document that: (a) identifies land; and (b) otherwise complies with the requirements of the Act. One such requirement is to include a contribution schedule. community title A scheme registered in accordance with section 10 of the Body scheme Corporate and Community Management Act 1997 in relation to certain freehold land. A Community Title Scheme is established by: (a) the registration, under the Land Title Act 1994, of a plan of subdivision for identifying the scheme land for the scheme (b) the recording by the registrar of the first community management statement for the scheme. complex A complex includes Community Titles Schemes (CTSs) and multi sole occupancy units of a class 2, 4, 5, 6, 7 or 8 building and each storey of a class 5 building. complying valve A complying valve is a device incorporated as part of a water meter which a Water Service Provider can use to securely restrict the flow of water, either partially or fully, to the meterable premises. This is installed upstream of the master meter or sub-meter. connectivity A connectivity audit is a verification process in which each sub-meter audit is matched with its respective unit. The aim of this audit is to ensure that each unit in a given complex is supplied through one sub-meter only and to make sure that the respective sub-meter is marked clearly with the number/description of that unit. contribution The number allocated to the lot in the contribution schedule or schedule lot interest schedule in the community management statement in entitlement accordance with section 46 of the Body Corporate and Community Management Act 1997.
Council Logan City Council.
DER See AMR. dual occupancy Dual occupancy— (a) means a residential use of premises for 2 households involving (i) 2 dwellings (whether attached or detached) on a single lot or 2 dwellings (whether attached or detached) on separate lots that share a common property; and (ii) any domestic outbuilding associated with the dwellings; but does not include a residential use of premises that involves a secondary dwelling. existing An existing development is any development whereby the development development has a Plumbing Compliance Certificate or the Developer has lodged a request for a Plumbing Compliance Certificate prior to 1 January 2008.
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Fixed water Council defines fixed water access charge as the charge for having access charge your property provided with access to the reticulated or ‘town’ water network in your area. It covers water supply infrastructure including water mains and pipes, pumping stations, reservoirs, hydrants and any other associated infrastructure. horizontal A horizontal development includes free standing units or attached development units supplied through one water meter for each unit and where the meter is usually located at the boundary of the unit. lot A lot has the meaning in the Body Corporate and Community Title Management Act 1997.
Lot entitlement The Body Corporate and Community Title Management Act 1997, Chapter 2 Part 5 Section 46, describes lot entitlement as a number allocated to the lot in the contribution schedule or interest schedule in the community management statement. management The term management refers to the management of complex which can be a body corporate of a community title scheme or a representative body of a multi sole occupancy unit. master meter The meter at the point of connection for the Community Titles Scheme property to the Council’s water main and is upstream of all sub-meters and is used to register total water consumption. meterable The term meterable premises means: premises all class 1 buildings; and each lot within a community title scheme, including the common property, in a water service provider’s area; and the sole occupancy unit of a class 2,4,5,6,7,or 8 building in a water service provider’s area; and each storey of a class 5 building in a water service provider’s area where the building consists of more than one storey and sole occupancy units are not identified at the time of the building’s plumbing compliance assessment.
MPE The term MPE stands for Maximum Permissible Error which a meter is allowed to operate within.
MUP Multi Unit Property. new The term new development means any complex submitting a request development for a Plumbing Compliance Certificate after 1 January 2008. occupant/owner The occupant/owner is an occupant or owner of a house, unit, flat or an apartment within a complex. pattern approval The term pattern approval refers to a certificate issued by the National Measurement Institute. This certificate states that a meter of certain make and model has passed a set of tests and met a set of requirements in order to be used by a water service provider for trade purposes.
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Policy The Logan City Council “Water Sub-metering for Multi-Unit Properties Policy” (DM
QPW Code The term QPW Code refers to the Queensland Plumbing and Wastewater Code; this code is required to be complied with under section 8B of the Standard Plumbing and Drainage Regulation 2003.
Scheme land The land identified in the plan of subdivision registered under the Land Title Act 1994 in relation to a Community Titles Scheme.
Secondary Secondary dwelling means a dwelling, whether attached or detached, dwelling that is used in conjunction with, and subordinate to, a dwelling house on the same lot. Editor's note–– A secondary dwelling differs from a Dual Occupancy that is an auxiliary unit in that a secondary dwelling must be occupied by persons who form one household with the main dwelling. A Dual Occupancy that is an auxiliary unit may be occupied by different households. sole occupancy The term sole occupancy unit, in relation to a building, means: unit (a) a room or other part of the building for occupation by one or a joint owner, lessee, tenant, or other occupier to the exclusion of any other owner, lessee, tenant, or other occupier, including, for example – (i) a dwelling; or (ii) a room or suite of associated rooms in a building classified under the Building Code of Australia as a class 2, 4, 5, 6, 7 or 8 building; or (b) any part of the building that is a common area or common property. storey The term storey means a space within a building which is situated between one floor level and the floor level next above, or if there is no floor above, the ceiling or roof above, but not – (a) a space that contains only – (i) a lift shaft, stairway or meter room; or (ii) a bathroom, shower room, laundry, water closet, or sanitary compartment; or (iii) accommodation intended for not more than three vehicles; or (iv) a combination of the above; or (b) mezzanine. sub-meter The term sub-meter is used to describe individual water meters within multi - unit complexes. The term also differentiates from master meter that measures the supply of water to a multi-unit complex as a whole. unit A unit is a house, flat, lot of land or an apartment within a complex. vertical The term vertical development includes developments of more than development one storey and developments where units are supplied through meters located inside the development in a common area such as
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stairwell landings or beside elevator shafts. water meter A water meter means a device including equipment related to the device, for measuring the volume of water supplied to premises and installed on infrastructure that supplies a water service at the premises. An example of equipment related to the device is an automatic meter reading device and associated technology or similar devices. water service Water service has the meaning given in the Water Supply (Safety and Reliability) Act 2008. water service The term water service provider, for premises, means the persons provider registered under the Water Supply (Safety and Reliability) Act 2008, chapter 2, part 3, as the water service provider for retail water services for the premises. water supply The term water supply means the plumbing supplying water to meterable premises from a water service.
Water Supply The water supply standards as specified in the Water Supply (Safety Standards and Reliability) Act 2008, the Plumbing and Drainage Act 2002, the South East Queensland Water Supply and Sewerage Design and Construction Code 2013, and the LCC Logan Planning Scheme 2015.
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Appendix B. Related Legislation and Policies
DOCUMENT Council DOCUMENT NAME & LOCATION TYPE Document ID
Legislation Plumbing and Drainage Act 2002 http://www.legislation.qld.gov.au/view/html/repealed/current/act-2002-077
Legislation Plumbing and Drainage Act 2018 NB: For details of the provisions of this legislation in operations see the State Governments In Force Legislation web page at: https://www.legislation.qld.gov.au/view/html/repealed/current/act-2002-077
State Plumbing and Drainage Regulation 2019 Government http://hpw.qld.gov.au/construction/BuildingPlumbing/Plumbing/Pages/Plu Regulation mbingLawsCodes.aspx
State Queensland Plumbing and Wastewater Code. Government http://hpw.qld.gov.au/construction/BuildingPlumbing/Plumbing/Pages/Plu Code mbingLawsCodes.aspx
Legislation Queensland Water Commission Customer Water and Waste Water Code – South East Queensland https://www.business.qld.gov.au/industries/mining-energy- water/water/industry-infrastructure/industry- regulation/obligations/customer-service-standards
Legislation Water Supply (Safety and Reliability) Act 2008 https://www.legislation.qld.gov.au/view/html/inforce/current/act-2008-034
Legislation Body Corporate and Community Management Act 1997 https://www.legislation.qld.gov.au/view/html/inforce/current/act-1997-028
Council Policy DM# 8062794 Community Title Scheme Billing and Sub-meter Policy https://www.logan.qld.gov.au/environment-water-and- waste/water/residential-customers/community-title-scheme-billing-and- sub-meter
Council Policy DM#13128045 Water Sub-metering for Multi-Unit Properties Policy
Council DM# 8753773 Sub-meter Fact Sheet https://www.logan.qld.gov.au/environment-water-and- waste/water/residential-customers/community-title-scheme-billing-and- sub-meter
Council Logan Planning Scheme 2015 – Schedule 6 PSP 5 Infrastructure https://www.logan.qld.gov.au/planning-and-building/planning-and- development/logan-planning-scheme/logan-planning-scheme-version-5.1
Council South East Queensland Water Supply and Sewerage Design and Construction Code http://www.seqcode.com.au/standards/
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Page 34 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN2 File No: 1131471-1 Id No: 13319896 Refer to Confidential Agenda in accordance with Section 275 (1)( e) of the Local Government Regulation 2012 WIS/33/2019 - LOGAN WATER INFRASTRUCTURE PROGRAM ALLIANCE AWARD OF CONTRACT
REPORT OF: WATER INFRASTRUCTURE MANAGER Created: 19/11/2019
REPORT OVERVIEW
PURPOSE OF REPORT The report by the Water Infrastructure Manager seeks Council approval to award the contract for the Logan Water Infrastructure Program Alliance.
Criteria: Direction CORPORATE PLAN PRIORITY CC - CONVENIENTLY CONNECTED CC2 A city of smart design, with mixed density and mixed use development, co-located with hard and soft infrastructure that meets the pace of a growing city and the needs of residents, businesses and visitors
Submitted under separate cover is confidential documentation relating to the above matter. This documentation is considered confidential due to the following reason: "This report is awarding a public tender and is considered commercial in confidence."
For consideration.
The Interim Administrator of the Logan City Council recommended: That the matter be deferred to the Ordinary Council meeting to be held on 11 December 2019 for further consideration.
193/2019 The Interim Administrator of the Logan City Council resolved: AMENDMENT: 1. That the tender for the Logan Water Infrastructure Program Alliance Contract (WIS/33/2019) be awarded to Downer Utilities Australia Pty Ltd with alliance sub- partners, WSP Australia Pty Ltd and Cardno (QLD) Pty Ltd. 2. That the Interim Administrator and the Acting Chief Executive Officer be delegated authority to execute the Logan Water Infrastructure Program Alliance Contract, as detailed in Clause 1 above, on behalf of Council.
Report by: Water Infrastructure Manager Page 35 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN2 File No: 1131471-1 Continued:
3. That the confidential report of the Water Infrastructure Manager dated 14 November 2019 (Id: 13244004) and associated background papers be deemed confidential and treated as such in accordance with sections 171 and 200 of the Local Government Act 2009 and that documents remain confidential.
Statement from the Interim Administrator of the Logan City Council: "In February this year Council resolved to go to market for a new alliance contract, to assist Council to deliver the water and wastewater infrastructure program and related services. The water infrastructure program has been delivered through this type of collaborative partnering model for the past 10 years over two contracts. The tender process commenced in July this year, attracting a number of high calibre tenders from leading contractors and their consultants. The quality of the tenders from these high performing companies shows that they see Logan as a progressive Council and they are willing to commit to long term relationships. This is the largest value contract Council has entered to date, being potentially nine years long (5y+2x2y options) with approximately $1bn worth of work including water and wastewater pipelines, pump stations, water reservoirs, wastewater treatment plants and associated services related to network operations and digital technologies. Following a comprehensive and robust tender evaluation process, Downer Utilities Australia in consortium with consulting partners WSP Australia Pty Ltd and Cardno (QLD) Pty Ltd were assessed as the best value tender for Council. Congratulations to all those involved in leading this very significant tender process."
Adopted by Council at its meeting of 11/12/2019 Minute No 193/2019
Report by: Water Infrastructure Manager Page 36 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN3 File No: 1116489-1 Id No: 13322557 PERMANENT ROAD CLOSURE TO PART OF ARMSTRONG ROAD, MEADOWBROOK
REPORT OF: ROAD INFRASTRUCTURE PLANNING MANAGER Created: 19/11/2019
REPORT OVERVIEW
PURPOSE OF REPORT The purpose of this report is to inform Council to make a determination with regard to an application lodged with the Department of Natural Resources, Mines and Energy (DNRME) to permanently close a section of Armstrong Road, Meadowbrook adjoining the southern boundary of Lot 1 on RP126320 as shown on a copy of drawing DWG 19/3770 (see background paper - DM#13327384)
Criteria: Direction CORPORATE PLAN PRIORITY CC - CONVENIENTLY CONNECTED CC2 A city of smart design, with mixed density and mixed use development, co-located with hard and soft infrastructure that meets the pace of a growing city and the needs of residents, businesses and visitors
REPORT DETAIL
BACKGROUND Council received an application to close part of Armstrong Road, Meadowbrook adjoining Lot 1 on RP126320 shown on a copy of drawing DWG 19/3770, and amalgamate into the adjoining parcel. The request was reviewed by Road Infrastructure Planning and Economic Development and Strategy for their views for both road planning and the Meadowbrook Master Plan. DISCUSSION The following comments and observations were made with regard to the request:
• There are no plans to widen the subject section of Armstrong Road. Armstrong Road is fully formed (i.e. in terms of kerb and channel, drainage, footpath, etc.) and adjacent properties are already built to the proposed property boundary line.
• The proposed permanent closure does not compromise the road verge. A 4 metre minimum verge is provided and the existing road infrastructure including footpath and public utility plant remains in road reserve.
• The applicant must relocate the water meter servicing the property at no cost to Council as previously advised in the applicants 'Part C' document.
Report by: Road Infrastructure Planning Manager Page 37 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN3 File No: 1116489-1 Continued:
• The site is in the low density residential zone (suburban precinct) at present. Under the Meadowbrook Master Plan, the site is in Precinct 4 and has the ability to accommodate multiple dwellings or similar up to the height of 12m. Consolidating the land would raise the ability to further develop the site, which is assumed is part of the function of this request in the long term.
• Cannot identify any significant issues with the road closure from a land use or road planning perspectives. CONCLUSION The application for the permanent road closure of part of Armstrong Road, Meadowbrook adjoining Lot 1 on RP126320 be supported with no objection to permanent road closure.
RECOMMENDATION
IT IS RECOMMENDED:- That the Road Infrastructure Planning Manager be requested to write to the Land Administration Officer, Department of Natural Resources, Mines and Energy, and notify them that Council has no objection to the permanent closure of the road reserve adjoining Lot 1 on RP126320, providing the applicant relocates the water meter servicing the property at no cost to Council, as advised in the applicants 'Part C' document.
The Interim Administrator of the Logan City Council recommended: That the report be received and adopted.
Adopted by Council at its meeting of 11/12/2019 Minute No 194/2019
Report by: Road Infrastructure Planning Manager Page 38 DRAWING Sheet Background Papers 1
1263201!
Roadllirko P errffri entlikelosed
vv SP16338E1− RP126320
NOFFKE Madgeor contains data provided by the State of Queensland (Department of Natural Resources, Mines & Energy) 2019. PAR In consideration of the State permitting use of this data you acknowledge and agree that the State gives no warranty in relation to the data (including reliablity, completeness, suitablity) and accepts liability (including without limitation, . accuracy, currency or no liability in negligence) for any loss, damage or costs (including consequential damage) relating to any use of the data. Data must not be used for direct marketing or be used in breach of the privacy laws. Imagery − Logan − Digital Imagery & Ortho−rectilied Orthophotos Acquisition date − 11, 1 2& 20 May 2018 Resolution − 10 cm
Scale 1:500 15 10 5 15 30 45 60 0 Metres
0 I II 5 0 I m n I I l l 19" 1501rnm
Note: This is a co/our Drawing and should only be reproduced in colour
Prepared by PROPOSAL BRISBANE OFFICE ROAD PROPOSED TO BE PERMANENTLY CLOSED RESOURCE ASSESSMENT and INFORMATION Scale 1:500 SOUTH REGION Sheet at A3 Paper Size Queensland DEPARTMENT OF NATURAL Government RESOURCES, MINES & ENERGY LOCALITY: MEADOWBROOK LOCALAUTH: CITY OF LOGAN DWG 19/3770 Compiled from: DCDB and sketch on fie e The State of Queensland (Department of Wheal Resources, Mines S Energy)2019 Base data extracted from the Digital Cadastral Data Base on the 13/09/20Ig File Ref: Case Id 2019/003770 Map Ref 9542 − 42432 Drawn by LYJ Date− 13/09/2019 Page 39 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN4 File No: 1145675-1 Id No: 13244413 STATEMENT OF INTENT FOR ROAD PAVEMENT ASSETS RENEWAL AND REHABILITATION WORKS (2020/21 AND BEYOND)
REPORT OF: ROAD INFRASTRUCTURE PLANNING MANAGER Created: 25/10/2019
REPORT OVERVIEW
PURPOSE OF REPORT The purpose of this report is to provide the Statement of Intent for Road Pavement Assets Renewal and Rehabilitation for 2020/21 and Beyond (hereinafter described as the Statement of Intent - SOI) within Logan City Council. This provides an opportunity to integrate some of the projects with other Road Statement of Intents and enhance alignment and coordination with Logan Water works and Development works.
Essentially, SOI informs funding needs and enables development and delivery of the annual road renewal program.
Criteria: Public Record CORPORATE PLAN PRIORITY CC - CONVENIENTLY CONNECTED CC1 Integrated transport networks allow people to move around the city easily and conveniently
REPORT DETAIL
BACKGROUND Allocated Council spending for the 2020/2021 financial year on Road Pavement Assets Renewal and Rehabilitation amounts to $31,792,396 as per Council’s Capital and Operational Major Projects and Enhancement Schedules (COMPES). This funding is available on an ongoing basis subject to indexation. The overall Road Pavement Assets Renewal and Rehabilitation Program is comprised predominantly of major pavement rehabilitation and resurfacing. Funding is also used for larger-scale patching of minor failures, crack sealing, refinement of pavement modelling, scoping/audit and other works associated with pavement asset management objectives. DISCUSSION The SOI (Table 1, Id No: 13048239 as attached) is a statement of approximately a 2.5 year period of road renewal and rehabilitation intentions (works) at this current point in time to maintain the serviceability health of the overall road network. The SOI comprises a list of road segments with their proposed treatment year and estimated length.
Report by: Road Asset Management Program Leader Page 40 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN4 File No: 1145675-1 Continued:
The projects identified in the SOI have been derived based on the principals set out in the Strategic Asset Management – Transport Infrastructure Plan. Key objectives of the asset management plan for the transport infrastructure network is to work towards the most sustainable level of service and whole of lifecycle management. This aligns with Council aims to achieve optimised long-term investment (rather than short-term savings) when balancing community expectations and infrastructure needs across the Transport network. Road Network Condition Assessment Survey Council engaged a contractor to conduct the network wide condition survey which provided the primary information base for development of this SOI. The survey methodology adopted in this survey has not changed, although the previous survey was carried out by a different contractor. Vast amounts of data are recorded and defects (e.g. roughness and rutting) are then mapped spatially. The latest and proven asset condition detection technologies are used for the condition survey. Roughness, rutting and other condition related data was collected generally at 10 metre intervals of roads as practical as possible. Some sections of road such as Local Area Traffic Management (or commonly the road sections or areas with speed humps, chicanes, islands etc) are excluded from the results where data is not reliable. Pavement Condition Index (PCI) PCI is a widely accepted measure in the industry to establish the health of the road network. It is derived using overall parameters of road condition. A brand new or very good pavement is likely to score a 10 as the PCI score. As per the results of the condition survey, the average PCI for the whole network is estimated as 8.54 which is close to the 2015 PCI level (8.72). This indicates that Council’s existing maintenance and rehabilitation strategy, as well as the funding level for the sealed road network adopted since 2015 is appropriate and the conditions associated with climate and traffic conditions have not adversely affected the overall health of the road network. Road Pavement Renewal and Rehabilitation Process The new condition survey is used to develop and validate the new SOI. A substantial amount of field validation was also essential. The treatments indicated in the attached SOI should be taken as proposed or likely treatments, based on the most up to date, factual and validated information of pavement condition and the available geotechnical data at the time of preparing the SOI. This means, the final pavement treatment will be subject to further detailed investigation (mainly related to geotechnical) and testing.
Project Delivery It is also important to note, no absolute assurance can be given to deliver every project in the SOI. No assurance can be given to deliver SOI projects in a particular priority order or within the nominated financial year, as delivery is subject to many factors including the following:
• Programming priorities are influenced by the timing of available finalised designs;
• Projects with gravel pavement rehabilitation have been generally delivered by the Road Construction and Maintenance branch (RCM) and the delivery requires smoothing of the workload to align with given resource constraints;
• Projects are susceptible to weather events;
Report by: Road Asset Management Program Leader Page 41 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN4 File No: 1145675-1 Continued:
• Coordination with other stakeholders capital projects, development works and service authorities;
• Effective utilisation of project delivery resources; and
• Road segments where kerb and channel already exists and may warrant priority in resurfacing.
During the rollout of the program, it will be necessary to confirm the appropriateness and effectiveness of the proposed treatments on-site, prior to the commencement of works at each site. Adjustments or variations to the project scope may be required on commencement to suit latent ground or pavement conditions. Project delivery is likely to be influenced by weather and resources. While the intention is to deliver these projects on time, saturated ground condition could cause substantial delays to projects. Ideally, the resurfacing should be undertaken when weather conditions are favourable. Road Surfacing and Methodologies Spray seals are an important part of delivering a sealed road network particularly in the rural areas (generally areas with no kerb and channel and larger lot sizes). This treatment type has particular advantages in respect of waterproofing the road and flexibility allowing pavement deflection under load with less failures. In comparison, the life of asphalt surfacing is relatively vulnerable when deflection under load occurs with weaker pavements. Asphalt on pavements experiencing deflection tend to move internally within the asphalt, resulting in product disintegration. This program also includes Localised Major Pavement Failure (LMPF) repairs and associated works delivered by RCM, which is aligned to overall pavement asset management objectives. As the name implies, LMPF program takes care of the larger blocks (larger than potholes) or localised pavement repairs. Stormwater Pits Adoption of the SOI will also effectively inform the 2020/2021 (and Beyond) Stormwater Pit Rehabilitation Program. Initial review of the streets to receive Pavement Rehabilitation indicates that the majority of the allocated budget in Council’s Capital and Operational Major Projects Enhancement Schedule (COMPES) for stormwater pit rehabilitation will be utilised at these locations. Given the significant cost benefit in rehabilitating stormwater pits in conjunction with pavement works, it is proposed that the Stormwater Pit Rehabilitation Program coincide with the roads being rehabilitated. In the event there is any remaining funds available from the Stormwater Pit Rehabilitation Program, at the completion of the pavement rehabilitation projects, those remaining funds could be allocated to repair already identified failed gully pits based on their condition priority. Kerb and Channel Adoption of the SOI will also effectively lock down the 2020/2021 and Beyond Kerb and Channel Rehabilitation Program. The allocated budget in Council’s Capital and Operational Major Projects Enhancement Schedule (COMPES) for kerb and channel rehabilitation will be used in support of the resurfacing program and isolated repairs. This is unlikely to be sufficient to rehabilitate all the kerb and channel defects. Accordingly, the Kerb and Channel Rehabilitation Program will act to rectify the worst sections only, with particular focus on eliminating the potential for water to enter the road pavement. Water ingress will significantly accelerate pavement failure and reduces the life of the new pavement.
Report by: Road Asset Management Program Leader Page 42 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN4 File No: 1145675-1 Continued:
Coordination and alignment with projects in other programs/SOIs
Key stakeholders, programs and branches including Logan Water, Development Engineering, Transport and Infrastructure Planning, Road Infrastructure Delivery, Road Construction and Maintenance and Parks were engaged and provided the draft list of pavement assets renewal and rehabilitation project candidates for review and feedback. This enabled stakeholders to identify projects where works in the pavement rehabilitation program could potentially replicate, align or even misalign with other programs. A number of such coordination requirements were identified (refer items in Table 2, Id No: 13048239 as attached). Although there are no significant issues relating to road pavement work, most issues could be resolved through adjustment of project delivery timing. Further detailed consultation and refinement will be made during the project scoping, pre- construction/ contract and the construction phase of those projects. There may also be an opportunity of shared funding allocation across renewal and upgrade programs. During scoping and detailed design of these shared funded projects, an agreed allocation of funding sources would be decided as appropriate. This approach will contribute to optimisation of the Council’s overall budget position. CONCLUSION The adoption of this SOI will allow for the transition of projects into the 2020/21 and beyond road rehabilitation program facilitating planning, scoping, pavement design, other pre-treatment works and delivery. The SOI will be reviewed, renewed and validated every year for its appropriateness and is subject to Council adoption of this report. The Road Infrastructure Delivery Manager will periodically report on progress in delivering the Road Pavement Assets Renewal and Rehabilitation as part of Council's standard reporting processes.
RECOMMENDATION
IT IS RECOMMENDED:- 1. That the Statement of Intent for Road Pavement Assets Renewal and Rehabilitation program and/or related programs, as attached to the report of the Road Infrastructure Planning Manager dated 25 October 2019 (Id: 13048239), be adopted. 2. That the Road Infrastructure Planning Manager, in conjunction with the Road Infrastructure Delivery Manager, be delegated authority to amend the Statement of Intent for Pavement Assets Renewal and Rehabilitation Program, as detailed in Clause 1 above, as a result of changes in conditions, road safety issues, efficient resource allocations or other relevant matters as appropriate.
The Interim Administrator of the Logan City Council recommended: That the report be received and adopted.
Adopted by Council at its meeting of 11/12/2019 Minute No 194/2019
Report by: Road Asset Management Program Leader Page 43 Below two tables are attachments to committee report DM#13048239
Table 1 Proposed SOI for 2020 and Beyond
Background Papers Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
23|1 2020 AERIE COURT SPRINGWOOD ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SPRINGWOOD 80 URBAN ACCESS 40744|1 2020 ALBERT STREET CUL-DE-SAC - BRISBANE BEENLEIGH R 35MM AC10 OVERLAY BETHANIA 193 URBAN ACCESS 40441|1 2020 ALBERT VALLEY DRIVE WINDAROO ROAD - PAVEMENT CHANGE 35MMAC10 OVERLAY WITH GRID BAHRS SCRUB 318 URBAN ACCESS 118|1 2020 ANDROMEDA AVENUE POHON DRIVE - SILVER COURT 35MM AC10 OVERLAY TANAH MERAH 348 URBAN ACCESS 6002|2 2020 ANZAC AVENUE CORPORATE PLACE - HELEN STREET 50MM AC14 OVERLAY WITH GRID HILLCREST 210 URBAN COLLECTOR Page 44 Page 6002|3 2020 ANZAC AVENUE HELEN STREET - TRADELINK ROAD 50MM AC14 OVERLAY WITH GRID HILLCREST 335 URBAN COLLECTOR 20691|3 2020 ARBEE ROAD 80-104 ARBEE ROAD - BUCKLEY ROAD SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 204 RURAL ACCESS 65|3 2020 ASHTON STREET STOCKS STREET - BARDON ROAD 50MM AC14 OVERLAY WITH GRID LOGAN CENTRAL 435 URBAN ACCESS 76|1 2020 AVOCA STREET FAIRDALE STREET - ORMESBY STREET 35MMAC10 OVERLAY WITH GRID WOODRIDGE 312 URBAN ACCESS 132|3 2020 BARBARALLA DRIVE WATLAND STREET - BURGALLBY ROAD 50MM AC14 OVERLAY WITH 200MM DG20 SPRINGWOOD 413 URBAN COLLECTOR 40685|1 2020 BELLEW STREET KENT STREET - MAIN STREET 35MMAC10 OVERLAY WITH GRID BEENLEIGH 135 URBAN ACCESS 40341|1 2020 BERGOMI COURT RIVER HILLS ROAD - CUL-DE-SAC 45MMAC10 OVERLAY WITH 100DG20 EAGLEBY 153 URBAN ACCESS 20177|1 2020 BRIGHTWELL STREET STONEY CAMP ROAD - 42-52 BRIGHTWELL STR SPRAY SEAL RESURFACING GREENBANK 484 RURAL ARTERIAL 244|1 2020 BROWNHILL STREET JACARANDA AVENUE - CAMELIA AVENUE 35MMAC10 OVERLAY WITH GRID LOGAN CENTRAL 342 URBAN COLLECTOR 245|23 2020 BROWNS PLAINS ROAD FOURTH AVENUE - THIRD AVENUE 50MM AC14 OVERLAY MARSDEN 460 ARTERIAL 245|1 2020 BROWNS PLAINS ROAD-EB JOHNSON ROAD - GRAND PLAZA DRIVE 50MM AC14 OVERLAY WITH GRID BROWNS PLAINS 448 ARTERIAL 245|2 2020 BROWNS PLAINS ROAD-WB JOHNSON ROAD - GRAND PLAZA DRIVE 50MM AC14 OVERLAY WITH GRID BROWNS PLAINS 444 ARTERIAL INDUSTRIAL 12284|1 2020 BURCHILL STREET SERVICE ROAD ROUNDABOUT - BURCHILL STREET 50MM AC14 OVERLAY LOGANHOLME 98 COLLECTOR 321|2 2020 CAIRNS STREET FROM PROPERTY # 19 - DEAD END 50MM AC14 OVERLAY WITH GRID LOGANHOLME 513 INDUSTRIAL ACCESS 331|1 2020 CAMEO STREET CATALINA STREET - CARNIVAL STREET 35MM AC10 OVERLAY LOGANLEA 257 URBAN ACCESS ROCHEDALE 351|1 2020 CARRICK STREET ANNA MARIE STREET - DALHOUSIE COURT 35MM AC10 OVERLAY 498 URBAN ACCESS SOUTH
1
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
492|1 2020 CATHERINE STREET CRISCI STREET - PRESTIGE DRIVE 35MM AC10 OVERLAY MARSDEN 194 URBAN ACCESS 20735|9 2020 CEDAR GROVE ROAD 316-360 CEDAR GROVE ROAD - CEDAR POCKET ROAD SPRAY SEAL RESURFACING CEDAR GROVE 499 RURAL ARTERIAL 368|10 2020 CHAMBERS FLAT ROAD HICKORY STREET - WARATAH DRIVE 50MM AC14 OVERLAY MARSDEN 482 ARTERIAL
368|4 2020 CHAMBERS FLAT ROAD ENTRANCE TO LIBRARY- BARKLYA PLACE 50MM AC14 OVERLAY MARSDEN 306 ARTERIAL Background Papers 40127|1 2020 CHAPMAN DRIVE BOUNDARY STREET - PAVEMENT CHANGE 35MMAC10 OVERLAY WITH GRID BEENLEIGH 518 URBAN ACCESS 40127|2 2020 CHAPMAN DRIVE PAVEMENT CHANGE - SPANNS ROAD 35MMAC10 OVERLAY WITH GRID BEENLEIGH 252 URBAN ACCESS 373|1 2020 CHARLES AVENUE RAILWAY PARADISE - PROPERTY # 59 35MM AC10 OVERLAY LOGAN CENTRAL 489 URBAN ACCESS 387|1 2020 CLARE ROAD KINGSTON ROAD - BRISBANE STREET 45MMAC10 OVERLAY WITH 100DG20 KINGSTON 301 URBAN ACCESS 413|13 2020 COMPTON ROAD NORTH ROAD - NYANZA STREET 50MM AC14 OVERLAY UNDERWOOD 423 ARTERIAL 413|15 2020 COMPTON ROAD NYANZA STREET -182 COMPTON ROAD 50MM AC14 OVERLAY UNDERWOOD 357 ARTERIAL
Page 45 Page 2320|2 2020 COOLMUNDA STREET GLENLYON STREET - SECOND AVENUE 50MM AC14 OVERLAY WITH GRID MARSDEN 310 URBAN ACCESS 2216|1 2020 CRISCI STREET CATHERINE STREET - CUL-DE-SAC 35MM AC10 OVERLAY MARSDEN 191 URBAN ACCESS 2291|1 2020 DALVENA STREET FOURTH AVENUE - RIVERVIEW STREET 35MM AC10 OVERLAY MARSDEN 144 URBAN ACCESS 517|1 2020 DARRYL STREET APPIAN WAY - 22 DARRYL STREET 35MMAC10 OVERLAY WITH GRID LOGANLEA 207 URBAN ACCESS 40022|1 2020 DRURY LANE EDINBURGH DRIVE - DUNBARTON LANE 35MM AC10 OVERLAY BETHANIA 162 URBAN ACCESS 20701|1 2020 DUNCAN ROAD CUSACK LANE-PAYNE ROAD 35MM AC10 OVERLAY RIVERBEND 435 RURAL ACCESS 626|1 2020 EMERALD DRIVE GREENS ROAD - 40 EMERALD DRIVE 50MM AC14 OVERLAY WITH GRID REGENTS PARK 50 URBAN COLLECTOR 639|1 2020 EVERGREEN AVENUE KINGSTON ROAD - 42-44 EVERGREEN AVEN 45MMAC10 OVERLAY WITH 100DG20 LOGANLEA 472 URBAN ACCESS 639|2 2020 EVERGREEN AVENUE 42-44 EVERGREEN AVEN - PIMPALA STREET 45MMAC10 OVERLAY WITH 100DG20 LOGANLEA 448 URBAN ACCESS WATERFORD 639|3 2020 EVERGREEN AVENUE PIMPALA STREET - CUL-DE-SAC 45MMAC10 OVERLAY WITH 100DG20 133 URBAN ACCESS WEST 2483|3 2020 FAIRWAY DRIVE CHANCELLOR CIRCUIT - PAVEMENT CHANGE INSTALL GRID DRAIN MEADOWBROOK 10 URBAN ACCESS 846|1 2020 GARETH COURT GLENVALE STREET - CUL-DE-SAC 35MM AC10 OVERLAY CORNUBIA 177 URBAN ACCESS ROUNDABOUT LOGAN STREET TO ROUNDABOUT 40555|1 2020 GEORGE STREET 50MM AC14 OVERLAY WITH GRID BEENLEIGH 345 URBAN COLLECTOR ZANDER STREET 40555|4 2020 GEORGE STREET CITY ROAD TO - CARPARK BOUNDARY 50MM AC14 OVERLAY WITH GRID BEENLEIGH 484 URBAN COLLECTOR 40555|5 2020 GEORGE STREET CARPARK BOUNDARY - M1 BRIDGE ABUTMENT 50MM AC14 OVERLAY WITH 200MM DG20 BEENLEIGH 252 URBAN COLLECTOR 40555|6 2020 GEORGE STREET M1 BRIDGE ABUTMENT - M1 BRIDGE ABUTMENT 50MM AC14 OVERLAY BEENLEIGH 167 URBAN COLLECTOR
2
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
ROCHEDALE 767|1 2020 GERRANS STREET UNDERWOOD ROAD - CARRICK STREET 35MM AC10 OVERLAY 107 URBAN ACCESS SOUTH 785|1 2020 GOMANA STREET RESERVE ROAD - END OF PAVEMENT 35MMAC10 OVERLAY WITH GRID SLACKS CREEK 195 URBAN ACCESS 789|1 2020 GREEN ROAD MOUNT LINDESAY HIGHW - EMERALD DRIVE 50MM AC14 OVERLAY PARK RIDGE 302 URBAN COLLECTOR 20530|4 2020 GREENSWARD ROAD 164-174 GREENWARD RO - 212-224 GREENWARD RD SPRAY SEAL OVER 300MM GRAVEL TAMBORINE 399 RURAL ACCESS Background Papers 20530|5 2020 GREENSWARD ROAD 212-224 GREENWARD RO - 284-282 GREENWARD RD SPRAY SEAL OVER 300MM GRAVEL TAMBORINE 424 RURAL ACCESS 20530|6 2020 GREENSWARD ROAD 284-282 GREENWARD RO - 324-346 GREENWARD RD SPRAY SEAL OVER 300MM GRAVEL TAMBORINE 454 RURAL ACCESS 20216|1 2020 GREENWOOD ROAD CHERRY ROAD - NORRIS CREEK ROAD 35MM AC10 OVERLAY MUNRUBEN 195 RURAL ACCESS 851|5 2020 HAIG ROAD PHIE STREET - SHORT STREET 50MM AC14 OVERLAY WITH 130MM EME2 LOGANLEA 252 URBAN COLLECTOR 881|1 2020 HICKORY STREET CHAMBERS FLAT ROAD - HEIDI STREET 35MM AC10 OVERLAY MARSDEN 483 URBAN ACCESS 40827|1 2020 HIDEAWAY LANE STEGEMANN ROAD -14-16HIDEAWAY LANE SPRAY SEAL RESURFACING LOGAN VILLAGE 153 RURAL ACCESS
Page 46 Page 40827|2 2020 HIDEAWAY LANE 14-16HIDEAWAY LANE - LATIMER ROAD SPRAY SEAL OVER 300MM GRAVEL LOGAN VILLAGE 308 RURAL ACCESS 890|1 2020 HILLSIDE DRIVE DAISY HILL ROAD - PARKWAY ROAD 35MM AC10 OVERLAY DAISY HILL 420 URBAN ACCESS 972|2 2020 JACARANDA AVENUE WEMBLEY ROAD - END OF MEDIAN STRIP 50MM AC14 OVERLAY WITH GRID LOGAN CENTRAL 232 URBAN COLLECTOR 972|5 2020 JACARANDA AVENUE LILLIE AVENUE - CAMELIA AVENUE 50MM AC14 OVERLAY WITH GRID LOGAN CENTRAL 250 URBAN COLLECTOR 972|6 2020 JACARANDA AVENUE CAMELIA AVENUE - DAISY COURT 50MM AC14 OVERLAY WITH GRID LOGAN CENTRAL 505 URBAN COLLECTOR 972|7 2020 JACARANDA AVENUE DAISY COURT - JONES CLOSE 50MM AC14 OVERLAY WITH GRID KINGSTON 511 URBAN COLLECTOR 40295|1 2020 JOSLIN COURT MANHATTAN DRIVE - DEAD END 35MM AC10 OVERLAY EAGLEBY 26 URBAN ACCESS 40449|3 2020 KAISER DRIVE PROPERTY # 49 TO PROPERTY # 71 KAISER DRIVE 35MMAC10 OVERLAY WITH GRID WINDAROO 265 URBAN ACCESS 2491|1 2020 KANGAN COURT MARILLANA COURT-DEAD END 35MMAC10 OVERLAY WITH GRID SHAILER PARK 93 URBAN ACCESS 1042|1 2020 KARRI AVENUE BROWNHILL STREET - BROWN AVENUE 35MMAC10 OVERLAY WITH GRID LOGAN CENTRAL 362 URBAN ACCESS 1042|2 2020 KARRI AVENUE BROWN AVENUE - BARDON ROAD 35MM AC10 OVERLAY LOGAN CENTRAL 387 URBAN ACCESS 1057|1 2020 KIM STREET CUL-DE-SAC - MARISA STREET 35MMAC10 OVERLAY WITH GRID MARSDEN 312 URBAN ACCESS 3866|1 2020 LAKE COOROIBAH STREET LAKEVIEW DRIVE - LAKE COOTHARABA PLAC 35MMAC10 OVERLAY WITH GRID LOGAN RESERVE 66 URBAN ACCESS 2307|1 2020 LAKEVIEW DRIVE MOFFATT ROAD - ROUND-A-BOUT 35MMAC10 OVERLAY WITH GRID LOGAN RESERVE 140 ARTERIAL 1145|1 2020 LAUGHLIN STREET KINGSTON ROAD - 42 LAUGHLIN STREET 35MM AC10 OVERLAY KINGSTON 463 URBAN ACCESS 1145|2 2020 LAUGHLIN STREET 42 LAUGHLIN STREET - 88 LAUGHLINE STREET 35MM AC10 OVERLAY KINGSTON 390 URBAN ACCESS 1291|1 2020 MANGLO STREET BORAMBIL ROAD - WARNAMBUL ROAD 35MM AC10 OVERLAY SHAILER PARK 420 URBAN ACCESS
3
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
40293|1 2020 MANHATTAN DRIVE HERSES ROAD - DEAD END 35MM AC10 OVERLAY EAGLEBY 206 URBAN COLLECTOR 1310|1 2020 MARY STREET KINGSTON ROAD - BRUTUS STREET 50MM AC14 OVERLAY KINGSTON 540 URBAN ACCESS 1314|1 2020 MAWARRA STREET ORANA STREET - HILL STREET 35MM AC10 OVERLAY KINGSTON 407 URBAN ACCESS
2952|1 2020 MAXIMIR STREET MOODY ROAD - TATTLER STREET 35MM AC10 OVERLAY GREENBANK 375 URBAN ACCESS Background Papers 1401|1 2020 MAYFAIR DRIVE WALLER ROAD - TREBECK STREET 50MM AC14 OVERLAY BROWNS PLAINS 367 URBAN ACCESS 40480|1 2020 MELL STREET BEAUDESERT BEENLEIGH - RICHLAND DRIVE 35MMAC10 OVERLAY WITH GRID WOLFFDENE 109 URBAN ACCESS WATERFORD 1350|2 2020 MOFFATT ROAD MUCHOW ROAD - 69-73 MOFFAT ROAD 50MM AC14 OVERLAY WITH 200MM DG20 450 URBAN ACCESS WEST 1350|3 2020 MOFFATT ROAD 69-73 MOFFAT ROAD - BEUTEL STREET 50MM AC14 OVERLAY WITH 200MM DG20 LOGAN RESERVE 154 URBAN ACCESS 20672|3,4,5,6 2020 MOLLENHAGEN ROAD 98-120 MOLLENHAGEN ROAD - STOCKLEIGH ROAD ISOLATED REPAIRS STOCKLEIGH 1330 RURAL COLLECTOR 20361|15 2020 MUNDOOLUN ROAD LOT 901 JOHN COLLINS - LOT 2 MUNDOOLUM ROAD SPRAY SEAL OVER 300MM GRAVEL MUNDOOLUN 498 RURAL ARTERIAL
Page 47 Page 20361|16 2020 MUNDOOLUN ROAD LOT 2 MUNDOOLUM ROAD - COLLINS CREEK ROAD SPRAY SEAL OVER 300MM GRAVEL MUNDOOLUN 417 RURAL ARTERIAL 20361|3 2020 MUNDOOLUN ROAD GREEN RIDGE ROAD - 126-140 MUNDOOLUN RO SPRAY SEAL OVER 300MM GRAVEL JIMBOOMBA 297 RURAL ARTERIAL 20361|4 2020 MUNDOOLUN ROAD 126-140 MUNDOOLUN RO - 190-204 MUNDOOLUN RO SPRAY SEAL OVER 300MM GRAVEL JIMBOOMBA 496 RURAL ARTERIAL 20361|5 2020 MUNDOOLUN ROAD 190-204 MUNDOOLUN RO - KURRAJONG ROAD SPRAY SEAL OVER 300MM GRAVEL JIMBOOMBA 548 RURAL ARTERIAL 1380|1 2020 MURRAYS ROAD SERVICES ROAD - ROUND-A-BOUT 50MM AC14 OVERLAY WITH 130MM EME2 TANAH MERAH 144 ARTERIAL 1473|1 2020 NIRIMBA STREET NUJOOLOO ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 306 URBAN COLLECTOR 1749|1 2020 NORTH ROAD STATION ROAD -HITNEY STREET 50MM AC14 OVERLAY LOGAN CENTRAL 407 URBAN COLLECTOR 1523|1 2020 ORIONIS STREET VELORUM DRIVE - DEAD END 35MM AC10 OVERLAY KINGSTON 165 URBAN ACCESS 1525|1 2020 ORMESBY STREET HUNTER STREET - AVOCA STREET 35MM AC10 OVERLAY WOODRIDGE 154 URBAN ACCESS 20250|1 2020 PAGET PARKWAY TOWNS AVENUE - 1 FERRY PLACE 35MM AC10 OVERLAY LOGAN VILLAGE 51 URBAN ACCESS ROCHEDALE 1570|5 2020 PARFREY ROAD BROMPTON STREET - STANNARD STREET 50MM AC14 OVERLAY WITH GRID 397 URBAN COLLECTOR SOUTH 40343|1 2020 PARKLAND COURT OLYMPIC COURT - CUL-DE-SAC 35MM AC10 OVERLAY EAGLEBY 229 URBAN ACCESS 1641|1 2020 PARKVIEW CRESCENT PLANTAIN ROAD - 156-158 PARKVIEW CRE 50MM AC14 OVERLAY WITH GRID CORNUBIA 445 URBAN COLLECTOR 40340|3 2020 RIVER HILLS ROAD SWALLOW STREET - COWPER AVENUE 50MM AC14 OVERLAY WITH GRID EAGLEBY 461 URBAN COLLECTOR 40340|4 2020 RIVER HILLS ROAD COWPER AVENUE - FRYAR ROAD 50MM AC14 OVERLAY WITH GRID EAGLEBY 333 URBAN COLLECTOR 2293|1 2020 RIVERVIEW STREET DALVENA STREET - 8 RIVERVIEW STREET 45MMAC10 OVERLAY WITH 100DG20 MARSDEN 87 URBAN ACCESS 1738|2 2020 ROSELEA STREET 36 ROSELEA STREET - UPPER LYNDALE STREET 50MM AC14 OVERLAY WITH GRID SHAILER PARK 418 URBAN ACCESS
4
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
20404|1 2020 SANDAVER CRESCENT MARION ROAD - 52-54 SANDAVER CRESC SPRAY SEAL RESURFACING WITH GRID CEDAR GROVE 476 RURAL ACCESS 1803|1 2020 SAPIUM STREET POLARIS AVENUE - ANTARES AVENUE 35MM AC10 OVERLAY KINGSTON 453 URBAN ACCESS SERVICE ROAD NEXT TO PACIFIC 5009|2 2020 PROPERTY # 3360 - DENNIS ROAD 50MM AC14 OVERLAY WITH 200MM DG20 SPRINGWOOD 309 URBAN COLLECTOR MOTORWAY SERVICE ROAD NEXT TO PACIFIC Background Papers 5009|1 2020 ROCHEDALE ROAD - PROPERTY # 3360 50MM AC14 OVERLAY WITH 200MM DG20 SPRINGWOOD 357 URBAN COLLECTOR MOTORWAY 1850|1 2020 SPRINGLANDS DRIVE PACIFIC HIGHWAY - MOUNTAIN VIEW ROAD 35MMAC10 OVERLAY WITH GRID SLACKS CREEK 383 URBAN ACCESS 1850|2 2020 SPRINGLANDS DRIVE MOUNTAIN VIEW DRIVE - MOUNTAIN VIEW DRIVE 35MM AC10 OVERLAY SLACKS CREEK 478 URBAN ACCESS 1850|3 2020 SPRINGLANDS DRIVE MOUNTAIN VIEW DRIVE - SPRINGLAND DRIVE 35MM AC10 OVERLAY SLACKS CREEK 409 URBAN ACCESS 1853|11 2020 SPRINGWOOD ROAD 232 SPRINGWOOD ROAD - DENNIS ROAD 50MM AC14 OVERLAY SPRINGWOOD 170 ARTERIAL 12306|1 2020 SPRINGWOOD ROAD SERVICE ROAD BATES STREET - DEAD END 35MM AC10 OVERLAY SPRINGWOOD 155 URBAN ACCESS 1854|1 2020 SPRUCE STREET ASHTON STREET - CUL-DE-SAC 50MM AC14 OVERLAY WITH GRID KINGSTON 333 URBAN ACCESS Page 48 Page 1855|1 2020 SPRUCE STREET RICHARDS STREET - END OF THE ROAD 35MMAC10 OVERLAY WITH GRID LOGANLEA 453 URBAN ACCESS 20495|3 2020 ST JUDE CIRCUIT 89-91 ST JUDE CIRCUI - 1-5 GALILEE COURT 45MMAC10 OVERLAY WITH 100MM DG20 JIMBOOMBA 470 RURAL ACCESS 20495|4 2020 ST JUDE CIRCUIT 1-5 GALILEE COURT - HENDERSON ROAD 45MMAC10 OVERLAY WITH 100MM DG20 JIMBOOMBA 226 RURAL COLLECTOR 20882|2 2020 STEGEMANN ROAD HEIN ROAD - 122-130 STEGEMANN RO SPRAY SEAL OVER 300MM GRAVEL LOGAN VILLAGE 475 RURAL COLLECTOR 20243|6,7,8 2020 STOCKLEIGH ROAD 234-244 STOCKLEIGH ROAD - HAWKINS ROAD ISOLATED REPAIRS STOCKLEIGH 1015 RURAL COLLECTOR ROCHEDALE 1872|1 2020 SUNNINGDALE AVENUE ROCHEDALE ROAD - FIONA COURT 35MMAC10 OVERLAY WITH GRID 399 URBAN ACCESS SOUTH 40288|1 2020 SUNSCAPE DRIVE FRYAR ROAD - 36 SUNSCAPE DRIVE 50MM AC14 OVERLAY WITH GRID EAGLEBY 485 URBAN COLLECTOR 40288|2 2020 SUNSCAPE DRIVE 36 SUNSCAPE DRIVE - 78 SUNSCAPE DRIVE 50MM AC14 OVERLAY WITH GRID EAGLEBY 491 URBAN ACCESS 3873|1 2020 TARGA STREET EWING ROAD - DEAD END 35MM AC10 OVERLAY LOGAN CENTRAL 37 URBAN ACCESS 1912|1 2020 TECOMA STREET CELOSIA STREET - CUL-DE-SAC 35MM AC10 OVERLAY DAISY HILL 142 URBAN ACCESS 1946|1 2020 TOWER STREET BATES STREET - BATES STREET 35MM AC10 OVERLAY SPRINGWOOD 192 URBAN ACCESS 20681|1 2020 TRAVIS ROAD CAMP CABLE ROAD - 60-90 TRAVIS ROAD (A SPRAY SEAL RESURFACING LOGAN VILLAGE 440 RURAL ACCESS 2093|4 2020 WARATAH DRIVE DODDS COURT - CHAMBERS FLAT ROAD 50MM AC14 OVERLAY WITH GRID CRESTMEAD 269 URBAN COLLECTOR 2093|3 2020 WARATAH DRIVE MYALL STREET - DODDS COURT 50MM AC14 OVERLAY WITH GRID CRESTMEAD 398 URBAN COLLECTOR 2093|1 2020 WARATAH DRIVE BROWNS PLAINS ROAD - MALLEE STREET ISOLATED REPAIRS CRESTMEAD 511 URBAN COLLECTOR 2093|2 2020 WARATAH DRIVE MALLEE STREET - MYALL STREET ISOLATED REPAIRS CRESTMEAD 470 URBAN COLLECTOR
5
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
2101|1 2020 WELBECK STREET WEBLEY ROAD - READING STREET 35MM AC10 OVERLAY LOGAN CENTRAL 258 URBAN ACCESS 20252|1 2020 WHARF STREET ALBERT STREET - RIVER STREET 35MMAC10 OVERLAY WITH GRID LOGAN VILLAGE 314 URBAN ACCESS 40534|1 2021 ALICE STREET TWEEDVALE STREET - ADELAIDE CIRCUIT 35MM AC10 OVERLAY BEENLEIGH 66 URBAN ACCESS
40592|3 2021 ALLENBY CRESCENT PARRY COURT - SUSAN GODFREY DRIVE 35MM AC10 OVERLAY WINDAROO 217 URBAN ACCESS Background Papers 31|2 2021 ANAKIE DRIVE WAKOOL COURT - MEOWN COURT 50MM AC14 OVERLAY WITH GRID CORNUBIA 442 URBAN ACCESS 20417|1 2021 ASH PLACE COULDERY COURT - CUL-DE-SAC SPRAY SEAL RESURFACING CEDAR GROVE 134 RURAL ACCESS 79|3 2021 AUGUSTA STREET TRULSON DRVIE - KILBY STREET 50MM AC14 OVERLAY WITH GRID CRESTMEAD 369 URBAN COLLECTOR 111|1 2021 AWOONGA STREET COOLMUNDA STREET - 38 AWOONGA STREET 35MM AC10 OVERLAY MARSDEN 50 URBAN ACCESS 20348|1 2021 BAKER ROAD TEVIOT ROAD - 48-54 BAKER ROAD SPRAY SEAL RESURFACING JIMBOOMBA 427 URBAN COLLECTOR 20348|2 2021 BAKER ROAD 48-54 BAKER ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 152 URBAN COLLECTOR
Page 49 Page 120|1 2021 BALDARCH STREET KINGSTON ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 188 URBAN ACCESS 40116|2 2021 BARNHILL TERRACE PAVEMENT CHANGE - DEAD END 35MM AC10 OVERLAY EDENS LANDING 148 URBAN ACCESS 160|7 2021 BAYLISS ROAD GRIER DRIVE - VOLSTEAD ROAD 50MM AC14 OVERLAY WITH GRID HERITAGE PARK 359 URBAN COLLECTOR 20016|3 2021 BEGLEY ROAD ISON ROAD - ATTUNGA ROAD SPRAY SEAL RESURFACING GREENBANK 325 RURAL COLLECTOR 20016|4 2021 BEGLEY ROAD ATTUNGA ROAD - GRRAGOOLBA ROAD SPRAY SEAL RESURFACING GREENBANK 446 RURAL COLLECTOR 172|1 2021 BEGONIA STREET CUL-DE-SAC - WOODVIEW 50MM AC14 OVERLAY WITH GRID BROWNS PLAINS 477 URBAN ACCESS 164|1 2021 BENNETT DRIVE VANSITTART ROAD - AQUILA COURT 35MMAC10 OVERLAY WITH GRID REGENTS PARK 350 URBAN ACCESS 285|1 2021 BIRDSVILLE STREET LENNONS ROAD - KALLIOOTA STREET 35MM AC10 OVERLAY GREENBANK 492 URBAN ACCESS 203|2 2021 BLACKTHORN CRESCENT ALBA STREET - PLANTAIN ROAD 35MM AC10 OVERLAY SHAILER PARK 540 URBAN COLLECTOR 283|1 2021 BONHILL COURT COSWAY STREET - CUL-DE-SAC 35MM AC10 OVERLAY HILLCREST 126 URBAN ACCESS 20271|1 2021 BOOLONG COURT CONDAMINE DRIVE - CUL-DE-SAC SPRAY SEAL RESURFACING LOGAN VILLAGE 220 RURAL ACCESS 220|1 2021 BORONIA AVENUE VERONICA AVENUE - DEAD END 35MM AC10 OVERLAY DAISY HILL 507 URBAN ACCESS 2600|1 2021 BRON COURT DARRYL STREET - CUL-DE-SAC 35MM AC10 OVERLAY LOGANLEA 102 URBAN ACCESS 2287|3 2021 BROOKVALE DRIVE POMEROY CLOSE - 2 AMEERA COURT 35MMAC10 OVERLAY WITH GRID UNDERWOOD 433 URBAN ACCESS 250|7 2021 BRYANTS ROAD EB PLANTAIN ROAD - CORNUBIA PARK DRIVE 50MM AC14 OVERLAY SHAILER PARK 352 ARTERIAL 268|1 2021 BULWARNA STREET LEAF STREET-PLANTAIN ROAD NORTH 35MM AC10 OVERLAY SHAILER PARK 442 URBAN ACCESS 20272|1 2021 BURDEKIN COURT CONDAMINE DRIVE - 60-64 BURDEKIN COURT SPRAY SEAL RESURFACING LOGAN VILLAGE 422 RURAL ACCESS
6
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
20272|2 2021 BURDEKIN COURT 60-64 BURDEKIN COURT - CUL-DE-SAC SPRAY SEAL RESURFACING LOGAN VILLAGE 96 RURAL ACCESS 20303|1 2021 BUSHMAN DRIVE HOMESTEAD DRIVE- 52-56 BUSHMAN DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 2902.8 RURAL COLLECTOR 20303|2 2021 BUSHMAN DRIVE 52-56 BUSHMAN DRIVE- SHEARER COURT SPRAY SEAL RESURFACING JIMBOOMBA 2288 RURAL COLLECTOR
20303|3 2021 BUSHMAN DRIVE SHEARER COURT - CHAINAGE 1177 SPRAY SEAL RESURFACING JIMBOOMBA 1998 RURAL COLLECTORBackground Papers 20303|4 2021 BUSHMAN DRIVE CHAINAGE 1177 - DROVER CRESCENT SPRAY SEAL RESURFACING JIMBOOMBA 1873.4 RURAL COLLECTOR 20303|5 2021 BUSHMAN DRIVE DROVER CRESCENT - CHAINAGE 2042 SPRAY SEAL RESURFACING JIMBOOMBA 3523 URBAN COLLECTOR 20303|6 2021 BUSHMAN DRIVE CHAINAGE 2042 - DROVER CRESCENT SPRAY SEAL RESURFACING JIMBOOMBA 3357.9 URBAN COLLECTOR 20303|7 2021 BUSHMAN DRIVE DROVER CRESCENT - WHITTLING COURT SPRAY SEAL RESURFACING JIMBOOMBA 418 RURAL COLLECTOR 20303|8 2021 BUSHMAN DRIVE WHITTLING COURT - BLACKSMITH COURT SPRAY SEAL RESURFACING JIMBOOMBA 455 RURAL ARTERIAL 20303|9 2021 BUSHMAN DRIVE BLACKSMIT COURT - PAVEMENT CHANGE SPRAY SEAL RESURFACING JIMBOOMBA 186 RURAL ARTERIAL
Page 50 Page 266|1 2021 BYWATER STREET CONIFER STREET - CARLOS STREET 35MM AC10 OVERLAY HILLCREST 496 RURAL ARTERIAL 266|2 2021 BYWATER STREET CARLOS STREET - SWEETGUM STREET 35MM AC10 OVERLAY HILLCREST 133 URBAN ACCESS 20717|1 2021 CANTERBURY DRIVE COLLINS CREEK ROAD - 54-68 CANTERBURY DRI SPRAY SEAL RESURFACING MUNDOOLUN 417 RURAL ACCESS 343|1 2021 CARLOS STREET STANGATE STREET - BYWATER STREET 35MM AC10 OVERLAY HILLCREST 267 URBAN ACCESS 350|1 2021 CARRIBEAN DRIVE LAKE ROAD - PINEWOOD COURT 45MMAC10 OVERLAY WITH 100MM DG20 SLACKS CREEK 398 URBAN ACCESS 350|2 2021 CARRIBEAN DRIVE PINE COURT - CUL-DE-SAC 35MMAC10 OVERLAY WITH GRID SLACKS CREEK 134 URBAN ACCESS 392|1 2021 CLARKE ROAD CLARKE ROAD - KL SPRAY SEAL RESURFACING WITH GRID PARK RIDGE 4405.5 URBAN COLLECTOR 392|2 2021 CLARKE ROAD COUNTRY COURT - BELVEDERE DRIVE SPRAY SEAL RESURFACING WITH GRID PARK RIDGE 114 URBAN COLLECTOR 392|3 2021 CLARKE ROAD BELVEDERE DRIVE - BUMSTEAD ROAD SPRAY SEAL RESURFACING WITH GRID PARK RIDGE 506 URBAN COLLECTOR 399|1 2021 CLIFFORD STREET CUL-DE-SAC - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 260 URBAN ACCESS 20715|1 2021 COLLINS CREEK ROAD COLLINS CREEK ROAD - KL SPRAY SEAL RESURFACING MUNDOOLUN 2794.4 RURAL ACCESS 20715|2 2021 COLLINS CREEK ROAD COLLINS CREEK ROAD - UK SPRAY SEAL RESURFACING MUNDOOLUN 3043.9 RURAL ACCESS 20715|3 2021 COLLINS CREEK ROAD COLLINS CREEK ROAD - UK SPRAY SEAL RESURFACING MUNDOOLUN 2994 RURAL ACCESS 20715|4 2021 COLLINS CREEK ROAD LOT 29 COLLINS CREEK - CANTERBURY ROAD SPRAY SEAL RESURFACING MUNDOOLUN 696 RURAL ACCESS 20270|1 2021 CONDAMINE DRIVE QUINZEH CREEK ROAD - 40-48 CONDAMINE DRIV SPRAY SEAL RESURFACING LOGAN VILLAGE 456 RURAL ARTERIAL 20270|2 2021 CONDAMINE DRIVE 40-48 CONDAMINE DRIV - 102-110 CONDAMINE DR SPRAY SEAL RESURFACING LOGAN VILLAGE 457 RURAL ACCESS 20270|3 2021 CONDAMINE DRIVE 102-110 CONDAMINE DR - 137-149 CONDAMINE DR SPRAY SEAL RESURFACING LOGAN VILLAGE 392 RURAL ACCESS
7
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
472|1 2021 COORA COURT RENFREW STREET - CUL-DE-SAC 35MMAC10 OVERLAY WITH GRID HILLCREST 75 URBAN ACCESS MT WARREN 40252|1 2021 COTSWOLD STREET ROBERT STANLEY DRIVE - VERMONT CRESCENT 35MM AC10 OVERLAY 471 URBAN ACCESS PARK 20693|1 2021 CREST ROAD MOUNT LINDESAY ROAD - 42-48 CREST ROAD SPRAY SEAL RESURFACING SOUTH MACLEAN 442 RURAL ACCESS 20693|2 2021 CREST ROAD 42-48 CREST ROAD - 70-134 CREST ROAD SPRAY SEAL RESURFACING SOUTH MACLEAN 475 RURAL ACCESS Background Papers 441|1 2021 CRESTVIEW STREET HAIG ROAD - MEADOW STREET 35MM AC10 OVERLAY LOGANLEA 281 URBAN ACCESS 445|1 2021 CUDAL STREET CAMENA STREET - WARNAMBUL ROAD 35MM AC10 OVERLAY SHAILER PARK 348 URBAN ACCESS 40423|3 2021 DAIRY CREEK ROAD WATERFORD TAMBORINE - 31-69 DAIRY CREEK ROAD SPRAY SEAL RESURFACING WATERFORD 500 RURAL ARTERIAL 31-69 DAIRY CREEK ROAD - 71-103 DAIRY CREEK 40423|4 2021 DAIRY CREEK ROAD SPRAY SEAL RESURFACING WATERFORD 495 RURAL ARTERIAL ROAD 20307|1 2021 DAMPER COURT WHITTLING COURT - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 185 URBAN ACCESS 40160|1 2021 DARWIN STREET KOKODA STREET - MANILA STREET 35MM AC10 OVERLAY BEENLEIGH 168 URBAN ACCESS Page 51 Page 40326|1 2021 EAGLE DRIVE RIVER HILLS ROAD - 52 EAGLE DRIVE 35MM AC10 OVERLAY EAGLEBY 470 URBAN ACCESS 40009|2 2021 EDINBURGH DRIVE MENZIES STREET - CHIFLEY DRIVE 35MM AC10 OVERLAY BETHANIA 451 URBAN ACCESS 40009|3 2021 EDINBURGH DRIVE CHIFLEY DRIVE - FEDERATION DRIVE 35MM AC10 OVERLAY BETHANIA 351 URBAN ACCESS 634|3 2021 ESTRAMINA ROAD PAVOND STREET - BENNETT DRIVE 35MM AC10 OVERLAY REGENTS PARK 444 URBAN ACCESS 20418|1 2021 FIG COURT CEDAR GROVE ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING CEDAR GROVE 340 RURAL ARTERIAL 20429|1 2021 FLAMETREE COURT BRUSHWOOD CRESCENT - CUL-DE-SAC SPRAY SEAL RESURFACING CEDAR GROVE 428 RURAL COLLECTOR INDUSTRIAL 40667|1 2021 GLASSON DRIVE HIGH ROAD - FLETCHER ROAD 50MM AC14 OVERLAY BETHANIA 228 COLLECTOR 40416|2 2021 GLASTONBURY DRIVE THEODORE ROAD - DEAD END 35MM AC10 OVERLAY BETHANIA 267 URBAN ACCESS MT WARREN 40217|1 2021 HARDING BOULEVARD LINNING STREET - 50 HARDING BOULEVARD 35MM AC10 OVERLAY 494 URBAN ACCESS PARK 40269|2 2021 HERSES ROAD PAVEMENT CHANGE (CUL - TARLO ROAD 50MM AC14 OVERLAY EAGLEBY 482 URBAN COLLECTOR 878|1 2021 HESTER STREET SHAILER ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SHAILER PARK 424 URBAN ACCESS 12322|1 2021 HOLMVIEW ROAD SERVICE ROAD 1-7 GROVE ROAD - 194 HOLMVIEW ROAD SPRAY SEAL RESURFACING HOLMVIEW 363 RURAL ACCESS 20344|2 2021 HOLYMAN COURT JANET COURT - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 170 URBAN ACCESS 904|1 2021 HUNTER ROAD MIDDLE ROAD - 41-49 HUNTER ROAD 35MMAC10 OVERLAY WITH GRID GREENBANK 493 URBAN ACCESS 20511|1 2021 INGRAM ROAD SWAN ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 466 RURAL COLLECTOR 40599|1 2021 JANINE DRIVE BEAUDESERT BEENLEIGH - 20 JANINE DRIVE 35MM AC10 OVERLAY BAHRS SCRUB 500 URBAN ACCESS
8
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
992|1 2021 JIGGI STREET CARRIBEAN DRIVE - CLIFFORD STREET 35MM AC10 OVERLAY SLACKS CREEK 85 URBAN ACCESS 12309|1 2021 JOHNSON ROAD SERVICE ROAD 134 JOHNSON ROAD - DEAD END 35MM AC10 OVERLAY HILLCREST 210 URBAN ACCESS 1013|1 2021 JONQUIL STREET BORONIA AVENUE - LOBELIA AVENUE 35MM AC10 OVERLAY DAISY HILL 186 URBAN ACCESS
40177|2 2021 KENT STREET CUL-DE-SAC -28-34 KENT STREET 50MM AC14 OVERLAY BEENLEIGH 235 URBAN ACCESS Background Papers 40177|3 2021 KENT STREET 28-34 KENT STREET - MILNE STREET 50MM AC14 OVERLAY BEENLEIGH 416 URBAN ACCESS 20533|3 2021 KILLIGREW ROAD 92-102 KILLIGREW ROA - PENDENNIS ROAD SPRAY SEAL RESURFACING TAMBORINE 241 RURAL ACCESS 1057|2 2021 KIM STREET MARISA STREET - DEAD END 35MM AC10 OVERLAY MARSDEN 253 URBAN ACCESS 1092|1 2021 KIMBERLEY DRIVE PLANTAIN ROAD - 50 KIMBERLEY DRIVE 50MM AC14 OVERLAY SHAILER PARK 500 URBAN COLLECTOR 40730|1 2021 KINROSS LANE DRURY LANE - DEAD END 35MM AC10 OVERLAY BETHANIA 274 URBAN ACCESS 1188|1 2021 LEAF ST PLANTAIN ROAD -BULWARNA STREET 35MM AC10 OVERLAY SHAILER PARK 103 URBAN COLLECTOR
Page 52 Page 40523|2 2021 LEHMANS ROAD LOUIS STREET - 52 LEHMANS ROAD 50MM AC14 OVERLAY BEENLEIGH 225 URBAN ACCESS 40523|3 2021 LEHMANS ROAD 52 LEHMANS ROAD - 104 LEHMANS ROAD 35MMAC10 OVERLAY WITH GRID BEENLEIGH 493 URBAN ACCESS 1221|1 2021 LENNONS ROAD HILTON ROAD - BIRDSVILLE STREET 35MM AC10 OVERLAY GREENBANK 434 URBAN ACCESS 1221|2 2021 LENNONS ROAD BIRDSVILLE STEET - CREST ROAD 35MMAC10 OVERLAY WITH GRID GREENBANK 410 ARTERIAL 1166|1 2021 LETITIA STREET VANSITTART ROAD - VERGULDE ROAD 35MM AC10 OVERLAY REGENTS PARK 100 URBAN COLLECTOR MT WARREN 40219|2 2021 LINNING STREET 29 LINNING STREET - CUL-DE-SAC 35MM AC10 OVERLAY 182 URBAN ACCESS PARK 32519|1 2021 LOGAN (SERVICE) ROAD 3265 LOGAN - FORMED CUL-DE-SAC SPRAY SEAL RESURFACING UNDERWOOD 120 URBAN ACCESS 1204|1 2021 LUCK STREET LUCK STREET - DEAD END 35MMAC10 OVERLAY WITH GRID SLACKS CREEK 179 URBAN ACCESS BORONIA 1274|2 2021 MACKELLAR DRIVE SELKIRK DRIVE - SHORT STREET 35MMAC10 OVERLAY WITH GRID 471 URBAN ACCESS HEIGHTS 1284|1 2021 MALLEE DRIVE DUNOON STREET - JALAN STREET 35MM AC10 OVERLAY TANAH MERAH 448 URBAN ACCESS WATERFORD 1443|1 2021 MARLBOROUGH COURT SLOANE COURT - CUL-DE-SAC 35MM AC10 OVERLAY 43 URBAN ACCESS WEST BORONIA 1337|10 2021 MIDDLE ROAD KUNZEA ROAD - JACARANDA AVENUE 50MM AC14 OVERLAY WITH GRID 413 ARTERIAL HEIGHTS BORONIA 1337|17 2021 MIDDLE ROAD BLAXLAND STREET - 344 MIDDLE ROAD 50MM AC14 OVERLAY WITH GRID 298 ARTERIAL HEIGHTS 2955|3 2021 MILLERS ROAD 278-292 MILLERS ROAD - 360-364 MILLERS ROAD ISOLATED REPAIRS UNDERWOOD 433 URBAN COLLECTOR 2955|4 2021 MILLERS ROAD 360-364 MILLERS ROAD - BEENLEIGH ROAD ISOLATED REPAIRS UNDERWOOD 171 URBAN COLLECTOR 2955|5 2021 MILLERS ROAD BEENLEIGH ROAD - THE CONCOURSE ISOLATED REPAIRS UNDERWOOD 445 URBAN COLLECTOR
9
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
1437|2 2021 MINGAH CRESCENT 56-58 MINGAH CRESCEN - DUNHAM COURT 35MMAC10 OVERLAY WITH GRID SHAILER PARK 257 URBAN ACCESS 20575|2 2021 NORRIS CREEK ROAD CHAMBERS FLAT ROAD - GREENWOOD ROAD SPRAY SEAL RESURFACING MUNRUBEN 549 RURAL ARTERIAL 1514|1 2021 OPAL STREET KINGSTON ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 186 URBAN ACCESS
20375|3 2021 ORION ROAD BLACKBUTT ROAD - CHAMPNEY ROAD SPRAY SEAL RESURFACING CEDAR VALE 404 RURAL COLLECTORBackground Papers 20375|5 2021 ORION ROAD MAGGIE COURT - CEDAR VALE ROAD SPRAY SEAL RESURFACING CEDAR VALE 371 RURAL COLLECTOR 1636|1 2021 PARINGA COURT RENFREW STREET - CUL-DE-SAC 35MMAC10 OVERLAY WITH GRID HILLCREST 71 URBAN ACCESS 1584|1 2021 PAULINE STREET PRINCESS STREET - HOMESTEAD STREET 45MMAC10 OVERLAY WIITH 100MM DG20 MARSDEN 200 URBAN ACCESS 2516|1 2021 PIDGEON BOULEVARD JUDITH STREET - END OF SEAL 35MMAC10 OVERLAY WITH GRID CRESTMEAD 234 URBAN ACCESS 1600|1 2021 PIMPALA STREET RICHARDS STREET - EVERGREEN AVENUE 35MM AC10 OVERLAY LOGANLEA 280 URBAN ACCESS 40626|1 2021 PIMPAMA STREET RIVER ROAD - PEDESTRIAN CROSSING 35MM AC10 OVERLAY WATERFORD 153 URBAN ACCESS
Page 53 Page 40626|2 2021 PIMPAMA STREET PEDESTRIAN CROSSING - JORDAN STREET 35MM AC10 OVERLAY WATERFORD 123 URBAN ACCESS 1605|1 2021 PINELANDS STREET RICHARDS STREET - DARRYL STREET 35MM AC10 OVERLAY LOGANLEA 555 URBAN ACCESS 1609|1 2021 PLANTAIN ROAD BRYANTS ROAD - JASMINE CRESCENT 50MM AC14 OVERLAY WITH 130MM EME2 SHAILER PARK 515 URBAN COLLECTOR 1609|2 2021 PLANTAIN ROAD JASMINE CRESCENT - BERA COURT 50MM AC14 OVERLAY WITH GRID SHAILER PARK 485 URBAN COLLECTOR 1609|3 2021 PLANTAIN ROAD BERA COURT - PARKVIEW CRESCENT 50MM AC14 OVERLAY SHAILER PARK 86 URBAN COLLECTOR 40470|1 2021 PRESLEY COURT ERNEST STREET - CUL-DE-SAC (NORTH) 35MM AC10 OVERLAY WINDAROO 119 URBAN ACCESS 40470|2 2021 PRESLEY COURT 10 PRESLEY COURT - CUL-DE-SAC 35MM AC10 OVERLAY WINDAROO 46 URBAN ACCESS 20203|1 2021 QUARTZ CLOSE CUL-DE-SAC - CUL-DE-SAC SPRAY SEAL RESURFACING GREENBANK 362 RURAL ACCESS 1680|2 2021 QUEENS ROAD ADELAIDE STREET - ROYAL PARADE 50MM AC14 OVERLAY WITH GRID SLACKS CREEK 469 URBAN COLLECTOR 1696|1 2021 RANDALL STREET KINGSTON ROAD - MILLER STREET 50MM AC14 OVERLAY SLACKS CREEK 397 INDUSTRIAL ACCESS 1753|1 2021 RENFREW STREET JOHNSON ROAD - CLABON STREET 35MM AC10 OVERLAY HILLCREST 326 URBAN ACCESS 40691|1 2021 RESERVOIR STREET CUL-DE-SAC - JAMES STREET 35MM AC10 OVERLAY BEENLEIGH 104 URBAN ACCESS 1720|1 2021 RICHARDS STREET RELLAM ROAD - SPRUCE STREET 35MMAC10 OVERLAY WITH GRID LOGANLEA 440 URBAN ACCESS 20556|3 2021 ROSINA ROAD 114-122 ROSINA ROAD - DEAD END SPRAY SEAL RESURFACING NORTH MACLEAN 275 RURAL ACCESS 20204|1 2021 SANDSTONE ROAD SENTINEL DRIVE - QUARTZ CLOSE SPRAY SEAL RESURFACING GREENBANK 241 RURAL ACCESS 20205|1 2021 SENTINEL DRIVE PUB LANE - ARGYLE ROAD SPRAY SEAL RESURFACING GREENBANK 533 RURAL ACCESS 40364|1 2021 SHIRLEY STREET DEAD END - OLIVER STREET 35MM AC10 OVERLAY EAGLEBY 194 URBAN ACCESS
10
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
40364|2 2021 SHIRLEY STREET OLIVER STREET - DEAD END 35MM AC10 OVERLAY EAGLEBY 193 URBAN ACCESS WATERFORD 2270|1 2021 SLOANE COURT TORRENS STREET - CUL-DE-SAC 35MM AC10 OVERLAY 188 URBAN ACCESS WEST 40039|1 2021 STATION ROAD ALBERT STREET - 42 STATION ROAD 35MM AC10 OVERLAY BETHANIA 462 URBAN COLLECTOR 40039|2 2021 STATION ROAD 42 STATION ROAD - HOLZHEIMER ROAD 35MM AC10 OVERLAY BETHANIA 464 URBAN COLLECTORBackground Papers 20242|1 2021 SWAN ROAD TAMBORINE STREET - 52-56 SWAN ROAD SPRAY SEAL RESURFACING JIMBOOMBA 475 RURAL COLLECTOR 20242|2 2021 SWAN ROAD 52-56 SWAN ROAD - 102-108 SWAN ROAD SPRAY SEAL RESURFACING JIMBOOMBA 453 RURAL COLLECTOR 20242|3 2021 SWAN ROAD 102-108 SWAN ROAD - 146-152 SWAN ROAD SPRAY SEAL RESURFACING JIMBOOMBA 495 RURAL ACCESS 20242|4 2021 SWAN ROAD 146-152 SWAN ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 291 RURAL ACCESS 40395|1 2021 TARLO STREET HERSES ROAD - 27 TARLO STREET 35MM AC10 OVERLAY EAGLEBY 500 URBAN COLLECTOR 40395|2 2021 TARLO STREET 27 TARLO STREET - HERSES ROAD 35MM AC10 OVERLAY EAGLEBY 242 URBAN COLLECTOR
Page 54 Page INDUSTRIAL 1920|12 2021 THIRD AVENUE BARDON ROAD -GILLMORE ROAD 50MM AC14 OVERLAY BERRINBA 498 COLLECTOR MT WARREN 40221|2 2021 THOMS CRESCENT MANNING COURT - LINNING STREET 35MM AC10 OVERLAY 133 URBAN ACCESS PARK 40150|1 2021 TOBRUK STREET CITY ROAD - DEAD END 35MM AC10 OVERLAY BEENLEIGH 347 URBAN ACCESS 1971|1 2021 TOPHAM COURT COSWAY STREET - CUL-DE-SAC 35MM AC10 OVERLAY HILLCREST 126 URBAN ACCESS 20623|3 2021 UNDULLAH ROAD BRIDGE ABUTMENT - 108 UNDULLAH ROAD SPRAY SEAL RESURFACING WITH GRID WOODHILL 331 RURAL ARTERIAL 2026|5 2021 VANSITTART ROAD SUNDOWNER STREET - THISTLE STREET 50MM AC14 OVERLAY WITH GRID REGENTS PARK 359 URBAN COLLECTOR 2026|6 2021 VANSITTART ROAD THISTLE STREET - WALLER ROAD 50MM AC14 OVERLAY WITH GRID REGENTS PARK 230 URBAN COLLECTOR 2031|2 2021 VERONICA AVENUE BORONIA AVENUE - LOBELIA AVENUE 35MMAC10 OVERLAY WITH GRID DAISY HILL 211 URBAN ACCESS 20493|4 2021 VICTORIA DRIVE 112-136 VICTORIA DRI - 180-196 VICTORIA DRI SPRAY SEAL RESURFACING WITH GRID JIMBOOMBA 431 RURAL ACCESS 40363|1 2021 WAGNER STREET DEAD END - OLIVER STREET 35MM AC10 OVERLAY EAGLEBY 194 URBAN ACCESS 20306|1 2021 WHITTLING COURT BUSHMAN DRIVE - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 451 URBAN ACCESS 2130|1 2021 WINANI STREET GOMANA STREET - DEAD END 35MM AC10 OVERLAY SLACKS CREEK 78 URBAN ACCESS 20547|1 2021 WISHAW ROAD GLASGOW ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING SOUTH MACLEAN 387 RURAL ACCESS 20758|1 2021 WORENDO STREET MOUNT LINDESAY HIGHW - 36-38 WORENDO STREET SPRAY SEAL RESURFACING VERESDALE 415 RURAL COLLECTOR 20758|2 2021 WORENDO STREET 36-38 WORENDO STREET - 82-90 WORENDO STREET SPRAY SEAL RESURFACING VERESDALE 474 RURAL COLLECTOR VERESDALE 20758|3 2021 WORENDO STREET 82-90 WORENDO STREET-VERESDALE SCRUB SPRAY SEAL RESURFACING 333 SCRUB
11
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
ROCHEDALE 21|1 2022 ALGONA STREET ROCHEDALE ROAD - MANOOKA STREET 35MM AC10 OVERLAY 155 URBAN ACCESS SOUTH 20558|1 2022 ANDALUSIAN DRIVE CROWSON LANE - 44-54 ANDALUSIAN DRI SPRAY SEAL RESURFACING NORTH MACLEAN 397 RURAL ACCESS 20558|2 2022 ANDALUSIAN DRIVE 44-54 ANDALUSIAN DRI - 92-102 ANDALUSIAN DR SPRAY SEAL RESURFACING NORTH MACLEAN 425 RURAL ACCESS 46|2 2022 ANTHONY STREET CLARE STREET - AUGUSTUS STREET 50MM AC14 OVERLAY WITH GRID KINGSTON 252 URBAN ACCESS Background Papers 49|1 2022 ARAFURA AVENUE SOLOMON AVENUE - ATLANTIC DRIVE 35MM AC10 OVERLAY LOGANHOLME 440 URBAN ACCESS INDUSTRIAL 50|1 2022 ARANDA STREET SERVICE ROAD - ROWLAND STREET 50MM AC14 OVERLAY SLACKS CREEK 325 COLLECTOR 67|1 2022 ASTRO COURT LOVELL STREET - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 122 URBAN ACCESS 126|2 2022 BAMBIL STREET BLACKBUTT STREET - DRIFTWOOD STREET 35MM AC10 OVERLAY CRESTMEAD 188 URBAN ACCESS 40474|1 2022 BANNOCKBURN ROAD BEAUDESERT BEENLEIGH - HINDSDALE COURT 35MM AC10 OVERLAY BELIVAH 372 URBAN COLLECTOR 132|4 2022 BARBARALLA DRIVE BURGALLBY ROAD - SERVICE ROAD 50MM AC14 OVERLAY SPRINGWOOD 478 URBAN COLLECTOR Page 55 Page 141|1 2022 BARKALA STREET STATION ROAD - CUL-DE-SAC 35MM AC10 OVERLAY WOODRIDGE 199 URBAN ACCESS 413|1 2022 BAROKEE DRIVE DREWS ROAD-COWRA STREET 35MM AC10 OVERLAY TANAH MERAH 437 URBAN ACCESS 143|2 2022 BAROKEE DRIVE COWRA STREET-BAYVIEW DIRVE 35MM AC10 OVERLAY TANAH MERAH 540 URBAN ACCESS 143|3 2022 BAROKEE DRIVE BAYVIEW DRIVE-CUL-DE-SAC 35MM AC10 OVERLAY TANAH MERAH 383 URBAN ACCESS ROCHEDALE 163|1 2022 BEATTY STREET AMANDA STREET - RHONDA STREET 35MM AC10 OVERLAY 352 URBAN ACCESS SOUTH 20554|1 2022 BEIKOFF CLOSE DEAD END - CUL-DE-SAC SPRAY SEAL RESURFACING NORTH MACLEAN 330 RURAL ACCESS 177|2 2022 BELINDA CRESCENT TODD STREET - SHOALHAVEN AVENUE 35MMAC10 OVERLAY WITH GRID SPRINGWOOD 340 URBAN ACCESS 164|2 2022 BENNETT DRIVE AQUILA COURT - CENTAURUS CRESCENT 35MM AC10 OVERLAY REGENTS PARK 212 URBAN ACCESS ROCHEDALE 192|2 2022 BEVERLEY AVENUE BEVERLEY AVENUE - CUL-DE-SAC 45MMAC10 OVERLAY WITH 100MM DG20 66 URBAN ACCESS SOUTH 194|1 2022 BINDI STREET MARGARETTE STREET - GOLDEN STREET 35MM AC10 OVERLAY LOGAN CENTRAL 224 URBAN ACCESS 20612|1 2022 BLACKBEAN STREET TEAK STREET - 36-46 BLACKBEAN STREET SPRAY SEAL RESURFACING CEDAR VALE 346 RURAL ACCESS 20612|2 2022 BLACKBEAN STREET 36-46 BLACKBEAN STREET-CUL-DE-SAC SPRAY SEAL OVER 300MM GRAVEL CEDAR VALE 89 RURAL ACCESS 203|1 2022 BLACKTHORN CRESCENT MANDEW STREET - ALBA STREET 35MM AC10 OVERLAY SHAILER PARK 337 URBAN ACCESS ROCHEDALE 209|1 2022 BLIGH STREET CARRICK STREET - ROSELAND AVENUE 35MM AC10 OVERLAY 382 URBAN ACCESS SOUTH 40711|1 2022 BORAX COURT MERCURY DRIVE - CUL-DE-SAC 45MMAC10 OVERLAY WITH 100MM DG20 BETHANIA 75 URBAN ACCESS ROCHEDALE 221|1 2022 BOSCAWEN STREET CARRICK STREET - ROSELAND AVEUNE 35MM AC10 OVERLAY 347 URBAN ACCESS SOUTH
12
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
229|1 2022 BRADDON STREET CALIFORNIA CREEK ROAD-BROMLEY STREET START 35MMAC10 OVERLAY WITH GRID CORNUBIA 319 URBAN ACCESS 229|2 2022 BRADDON STREET BROMLEY STREET- 85 BROMLEY STREET 35MMAC10 OVERLAY WITH GRID CORNUBIA 288 URBAN ACCESS 231|1 2022 BRAMSTON STREET NORTH ROAD - CUL-DE-SAC 35MM AC10 OVERLAY WOODRIDGE 193 URBAN ACCESS
267|1 2022 BRINDABELLA STREET BEENLEIGH REDLAND BAY ROAD- BROMLEY STREET 35MM AC10 OVERLAY CORNUBIA 103 URBAN ACCESS Background Papers 240|1 2022 BROMLEY STREET BROMLEY STREET-48-52 BROMLEY STREET 35MM AC10 OVERLAY CORNUBIA 468 URBAN ACCESS 240|2 2022 BROMLEY STREET 48-52 BROMLEY STREET- BRADDON STREET 35MM AC10 OVERLAY CORNUBIA 233 URBAN ACCESS 240|3 2022 BROMLEY STREET BRADDON STREET-BRINDABELLA STREET 35MM AC10 OVERLAY CORNUBIA 348 URBAN ACCESS 240|4 2022 BROMLEY STREET BRINDABELLA STREET - CUL-DE-SAC 35MM AC10 OVERLAY CORNUBIA 255 RURAL ACCESS 257|1 2022 BURGALLBY ROAD HALL ROAD - RALEIGH STREET 35MM AC10 OVERLAY SPRINGWOOD 251 URBAN ACCESS 40037|1 2022 CARLTON CLOSE EASTBOURNE ROAD - DEAD END 35MM AC10 OVERLAY BETHANIA 196 URBAN ACCESS
Page 56 Page 362|1 2022 CELCO STREET LUCK STREET - LENNER STREET 35MM AC10 OVERLAY SLACKS CREEK 289 URBAN ACCESS 20574|2 2022 CHERRY ROAD GREENWOOD ROAD - MAHOGANY ROAD SPRAY SEAL RESURFACING MUNRUBEN 72 RURAL ACCESS ROCHEDALE 380|1 2022 CHILDS STREET WOODLANDS DRIVE - CUL-DE-SAC 35MM AC10 OVERLAY 76 URBAN ACCESS SOUTH 2337|1 2022 CIANTHUS STREET EMERALD DRIVE - GORDONIA DRIVE 35MMAC10 OVERLAY WITH GRID REGENTS PARK 412 URBAN ACCESS 2337|2 2022 CIANTHUS STREET GORDONIA DRIVE - FRANKENIA COURT 35MMAC10 OVERLAY WITH GRID REGENTS PARK 262 URBAN ACCESS ROCHEDALE 402|1 2022 CLONARA STREET GILANDRA STREET - MORBANI ROAD 35MM AC10 OVERLAY 205 URBAN ACCESS SOUTH WATERFORD 462|1 2022 CLYDE STREET ALLORA STREET - DEAD END 45MMAC10 OVERLAY WIITH 100MM DG20 41 URBAN ACCESS WEST 2327|2 2022 COFFEY STREET MORROW STREET - KILBY STREET 35MM AC10 OVERLAY CRESTMEAD 393 URBAN ACCESS 412|1 2022 COLLINS STREET GLENN STREET - ALDRIN STREET 35MM AC10 OVERLAY SLACKS CREEK 188 URBAN ACCESS 2446|1 2022 COMMERCE DRIVE BROWNS PLAINS ROAD - DEAD END 50MM AC14 OVERLAY BROWNS PLAINS 162 ARTERIAL 425|1 2022 COOLIBAH STREET BARKALA STREET - WOONGA 45MMAC10 OVERLAY WIITH 100MM DG20 WOODRIDGE 97 URBAN ACCESS 20854|1 2022 COONAN ROAD CASUARINA ROAD - CREST ROAD SPRAY SEAL RESURFACING SOUTH MACLEAN 336 RURAL ACCESS 20527|1 2022 CURRAWONG COURT WILLIAMSON ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING TAMBORINE 453 RURAL ACCESS 20268|1 2022 DAINTREE DRIVE DIAMENTINA DRIVE - 38-56 DAINTREE DRIVE SPRAY SEAL RESURFACING LOGAN VILLAGE 361 RURAL ACCESS 20268|2 2022 DAINTREE DRIVE 38-56 DAINTREE DRIVE - DIAMENTINA DRIVE SPRAY SEAL RESURFACING LOGAN VILLAGE 432 RURAL ACCESS 20689|1 2022 DALY STREET GREENVALE ROAD - 60-68 DALY STREET SPRAY SEAL RESURFACING CHAMBERS FLAT 449 RURAL ACCESS
13
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
ROCHEDALE 529|1 2022 DEEN STREET TORVIEW STREET - CUL-DE-SAC 35MM AC10 OVERLAY 158 URBAN ACCESS SOUTH ROCHEDALE 540|1 2022 DENNY WAY UNDERWOOD ROAD - DEVON STREET 35MM AC10 OVERLAY 368 URBAN ACCESS SOUTH 20346|1 2022 DEREK COURT HOLYMAN COURT - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 142 RURAL ACCESS Background Papers 20269|1 2022 DIAMENTINA DRIVE QUINZEH CREEK ROAD - 54-58 DIAMENTINA DRIVE SPRAY SEAL RESURFACING LOGAN VILLAGE 496 RURAL ARTERIAL 40286|1 2022 DOWLING CRESCENT HERSES ROAD (WEST) - HERSES ROAD (EAST) 35MM AC10 OVERLAY EAGLEBY 328 URBAN ACCESS 569|1 2022 DUNOON STREET MALLEE DRIVE - BAROKEE DRIVE 35MM AC10 OVERLAY TANAH MERAH 169 URBAN ACCESS 605|1 2022 EDWARD STREET LOUISE STREET - DEAD END 35MM AC10 OVERLAY UNDERWOOD 124 URBAN ACCESS 2348|1 2022 Elanal Court QUE CLOSE - CUL-DE-SAC 35MM AC10 OVERLAY CORNUBIA 49 URBAN ACCESS 661|1 2022 EPSON COURT EVENWOOD STREET - CUL-DE-SAC 35MM AC10 OVERLAY DAISY HILL 191 URBAN ACCESS 662|1 2022 ERMINGTON STREET BRENTWOOD DRIVE - EVENWOOD STREET 35MM AC10 OVERLAY DAISY HILL 287 URBAN ACCESS Page 57 Page BORONIA 677|1 2022 FEDRICK STREET MOUNT LINDESAY HIGHW - BARKER STREET 50MM AC14 OVERLAY 468 URBAN COLLECTOR HEIGHTS 729|1 2022 FISCHER ROAD BEENLEIGH REDLAND BAT ROAD - END OF SEAL 35MM AC10 OVERLAY CARBROOK 197 RURAL ACCESS 715|1 2022 FRITZ STREET HAIG ROAD - DARRYL STREET 35MM AC10 OVERLAY LOGANLEA 159 URBAN ACCESS 20546|1 2022 GLASGOW ROAD DUNFEMLINE ROAD - DEAD END SPRAY SEAL RESURFACING SOUTH MACLEAN 433 RURAL ACCESS 784|1 2022 GOLDEN STREET 32 GOLDEN STREET - 50 GOLDEN STREET 35MM AC10 OVERLAY LOGAN CENTRAL 165 URBAN ACCESS 20079|1 2022 GRAPPLE CLOSE POLEBARK CRESCENT - CUL-DE-SAC SPRAY SEAL RESURFACING NEW BEITH 245 RURAL ACCESS 824|1 2022 Greenvale Court PARKROYAL CRESCENT - CUL-DE-SAC 35MM AC10 OVERLAY REGENTS PARK 261 URBAN ACCESS 801|1 2022 GUNALDA STREET EDENVALE STREET - SPORTS DRIVE 35MM AC10 OVERLAY UNDERWOOD 364 URBAN ACCESS 833|1 2022 GYPSY COURT QUE CLOSE - CUL-DE-SAC 45MMAC10 OVERLAY WIITH 100MM DG20 CORNUBIA 71 URBAN ACCESS 865|2 2022 HAWTHORN STREET GRIER DRIVE - CUL-DE-SAC 35MMAC10 OVERLAY WITH GRID HERITAGE PARK 267 URBAN ACCESS 40477|1 2022 Hewett Court CUL-DE-SAC (SOUTH) - CUL-DE-SAC (NORTH) 35MM AC10 OVERLAY BANNOCKBURN 177 URBAN ACCESS 881|2 2022 HICKORY STREET HEIDI STREET - DEAD END 35MMAC10 OVERLAY WITH GRID MARSDEN 431 URBAN ACCESS 20344|1 2022 HOLYMAN COURT BAKER ROAD - JANET COURT SPRAY SEAL RESURFACING JIMBOOMBA 540 URBAN ACCESS 958|1 2022 IRONWOOD STREET TRULSON DRIVE - 46 IRONWOOD STREET 35MMAC10 OVERLAY WITH GRID CRESTMEAD 439 URBAN ACCESS 958|2 2022 IRONWOOD STREET 46 IRONWOOD STREET - AUGUSTA STREET 35MMAC10 OVERLAY WITH GRID CRESTMEAD 174 URBAN ACCESS 976|1 2022 JADA STREET ROWANDA STREET - CUL-DE-SAC 35MM AC10 OVERLAY SLACKS CREEK 41 URBAN ACCESS
14
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
984|1 2022 JARRAH CRESCENT WATTLE STREET - BROWN AVENUE 35MM AC10 OVERLAY LOGAN CENTRAL 235 URBAN ACCESS 984|2 2022 JARRAH CRESCENT BROWN AVENUE - ASHTON STREET 35MM AC10 OVERLAY LOGAN CENTRAL 341 URBAN ACCESS 20460|1 2022 JARRAH ROAD MILLSTREAM ROAD - 60-68 JARRAH ROAD SPRAY SEAL RESURFACING JIMBOOMBA 493 RURAL ARTERIAL
1001|1 2022 JOYAL STREET MERROL STREET - DEAD END 35MMAC10 OVERLAY WITH GRID LOGAN CENTRAL 36 URBAN ACCESS Background Papers 1126|1 2022 KAWANA CRESCENT ST ANDREWS DRIVE - KAWANA CRESCENT 35MM AC10 OVERLAY CORNUBIA 502 URBAN ACCESS 3102|1 2022 KERRY STREET THIRD AVENUE - 15 KERRY ST 35MMAC10 OVERLAY WITH GRID MARSDEN 200 ARTERIAL 20526|1 2022 KESTREL COURT WILLIAMSON ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING TAMBORINE 309 RURAL ACCESS 3101|1 2022 KEVIN COURT RHODES STREET - CUL-DE-SAC 35MM AC10 OVERLAY LOGANLEA 160 URBAN ACCESS 20533|1 2022 KILLIGREW ROAD GREENWARD ROAD - 60 KILLIGREW ROAD SPRAY SEAL RESURFACING TAMBORINE 483 RURAL ACCESS 20533|2 2022 KILLIGREW ROAD 60 KILLIGREW ROAD - 92-102 KILLIGREW ROA SPRAY SEAL RESURFACING TAMBORINE 340 RURAL ACCESS
Page 58 Page 1095|1 2022 Kingfield Court GREENVALE COURT - CUL-DE-SAC 35MM AC10 OVERLAY REGENTS PARK 171 URBAN ACCESS 40162|2 2022 KOKODA STREET YORK STREET- CITY ROAD 50MM AC14 OVERLAY WITH GRID BEENLEIGH 250 URBAN COLLECTOR 1072|1 2022 KOLONGA STREET FAIRDALE STREET - ORMESBY STREET 35MM AC10 OVERLAY WOODRIDGE 306 URBAN ACCESS 1130|1 2022 LA SENDA COURT SPRINGWOOD ROAD - CUL-DE-SAC 35MM AC10 OVERLAY SPRINGWOOD 158 URBAN ACCESS WATERFORD 1135|1 2022 LAGOON ROAD TYGUM ROAD - PARK ROAD 35MMAC10 OVERLAY WITH GRID 213 URBAN ACCESS WEST 1136|1 2022 Lake Road PARADISE ROAD - GAROONA GROVE 35MM AC10 OVERLAY SLACKS CREEK 409 URBAN ACCESS 2307|3 2022 LAKEVIEW DRIVE ROUND-A-BOUT - END OF SEAL 35MM AC10 OVERLAY LOGAN RESERVE 229 URBAN ACCESS 20552|1 2022 LANCE ROAD OLD PUB LANE - 52-56 LANCE ROAD SPRAY SEAL RESURFACING GREENBANK 450 RURAL COLLECTOR 20552|2 2022 LANCE ROAD 52-56 LANCE ROAD - 88-104 LANCE ROAD SPRAY SEAL RESURFACING GREENBANK 350 RURAL COLLECTOR 20552|3 2022 LANCE ROAD 88-104 LANCE ROAD - 122-140 LANCE ROAD ( SPRAY SEAL RESURFACING GREENBANK 476 RURAL COLLECTOR 20552|4 2022 LANCE ROAD 122-140 LANCE ROAD ( - 198-214 LANCE ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 479 RURAL COLLECTOR 20552|5 2022 LANCE ROAD 198-214 LANCE ROAD - 256-264 LANCE ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 485 RURAL COLLECTOR 20552|6 2022 LANCE ROAD 256-264 LANCE ROAD - 314-324 LANCE ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 489 RURAL COLLECTOR 20552|7 2022 LANCE ROAD 314-324 LANCE ROAD - 370-396 LANCE ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 461 RURAL COLLECTOR 20552|8 2022 LANCE ROAD 370-396 LANCE ROAD - OLSON ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 254 RURAL COLLECTOR 20212|1 2022 LEANNE COURT TEVIOT ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING GREENBANK 339 ARTERIAL 3811|1 2022 LIBRARY COURT FACULTY CIRCUIT - CUL-DE-SAC 35MM AC10 OVERLAY MEADOWBROOK 64 URBAN ACCESS
15
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
40091|3 2022 LOANE DRIVE 1 BORGER PLACE - CASTILE CRESCENT 35MM AC10 OVERLAY EDENS LANDING 125 URBAN ACCESS 1189|11 2022 LOGANLEA ROAD 172-174 LOGANLEA ROAD - BRIDGE ABUTMENT 50MM AC14 OVERLAY LOGANLEA 384 ARTERIAL 1211|1 2022 LYNGROVE STREET BARDON ROAD - JUERS STREET 50MM AC14 OVERLAY KINGSTON 386 URBAN ACCESS
40166|2 2022 MAIN STREET ALAMEIN STREET-GONA STREET 50MM AC14 OVERLAY WITH 130MM EME2 BEENLEIGH 300 URBAN COLLECTORBackground Papers 193-199 MAIN STREET - ROUND-A-BOUT WITH 40166|6 2022 MAIN STREET 50MM AC14 OVERLAY EAGLEBY 470 URBAN COLLECTOR DISTILLERY ROAD ROCHEDALE 1287|1 2022 MALANDA STREET PARFREY ROAD - BAROONA STREET 35MM AC10 OVERLAY 240 URBAN ACCESS SOUTH 40421|1 2022 MALLING STREET WATERFORD TAMBORINE - DEAD END SPRAY SEAL RESURFACING WATERFORD 441 URBAN ACCESS 1290|2 2022 MANDEW STREET-SB BRYANTS ROAD - HEATH COURT 50MM AC14 OVERLAY SHAILER PARK 476 URBAN COLLECTOR 1319|1 2022 MAROON COURT AWOONGA STREET - CUL-DE-SAC 35MM AC10 OVERLAY MARSDEN 45 URBAN ACCESS 1311|1 2022 MARY AVENUE THOMSON AVENUE - OATES AVENUE 35MM AC10 OVERLAY WOODRIDGE 112 URBAN ACCESS Page 59 Page 1336|1 2022 MICHAEL STREET CHRISTOPHER STREET - ATKINSON STREET 35MM AC10 OVERLAY SLACKS CREEK 242 URBAN ACCESS 1411|1 2022 MISTY COURT QUE CLOSE - CUL-DE-SAC 45MMAC10 OVERLAY WIITH 100MM DG20 CORNUBIA 94 URBAN ACCESS 40034|2 2022 MONTROSE AVENUE PAVEMENT CHANGE - MATHEWS STREET 50MM AC14 OVERLAY WITH GRID BETHANIA 163 URBAN ACCESS 1365|1 2022 MOUNTAIN VIEW ROAD SPRINGLAND DRIVE - SPRINGLAND DRIVE 45MMAC10 OVERLAY WIITH 100MM DG20 SLACKS CREEK 90 URBAN ACCESS 1453|1 2022 NANGARA STREET BELBORA ROAD - DEAD END 35MM AC10 OVERLAY SHAILER PARK 131 URBAN ACCESS 40294|1 2022 NATALIE COURT MANHATTAN DRIVE - DEAD END 35MM AC10 OVERLAY EAGLEBY 58 URBAN ACCESS 2517|1 2022 NEVILLES STREET PERRIN DRIVE - DEAD END 50MM AC14 OVERLAY UNDERWOOD 289 INDUSTRIAL ACCESS 20528|1 2022 NOLAN COURT DRYSDALE AVENUE - CUL-DE-SAC SPRAY SEAL RESURFACING TAMBORINE 159 RURAL ACCESS 1506|1 2022 OATES AVENUE RAILWAY PARADE - PROGRESS AVENUE 35MM AC10 OVERLAY WOODRIDGE 313 URBAN ACCESS 20844|3 2022 OLD GREENBANK ROAD 1-21 SHEPPARDS DRIVE - SHEPPARDS DRIVE SPRAY SEAL RESURFACING GREENBANK 464 RURAL ACCESS 2700|1 2022 OPPERMANN COURT KILSAY CRESCENT - CUL-DE-SAC 35MM AC10 OVERLAY MEADOWBROOK 90 URBAN ACCESS 1519|1 2022 Oregon Drive SHAILER ROAD - HICKORY COURT 35MM AC10 OVERLAY SHAILER PARK 411 URBAN ACCESS 20375|4 2022 ORION ROAD CHAMPNEY COURT - MAGGIE COURT SPRAY SEAL RESURFACING CEDAR VALE 357 RURAL COLLECTOR 1670|1 2022 PACKETT CRESCENT MELNIK DRIVE - CUL-DE-SAC 35MM AC10 OVERLAY LOGANLEA 471 URBAN ACCESS ROCHEDALE 1570|4 2022 PARFREY ROAD STELLARIS WAY - BROMPTON STREET 50MM AC14 OVERLAY WITH 130MM EME2 438 URBAN COLLECTOR SOUTH 1575|1 2022 PARKDALE STREET NORTH ROAD - WILLOW STREET 35MM AC10 OVERLAY WOODRIDGE 217 URBAN ACCESS
16
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
1639|1 2022 PARKROYAL CRESCENT EMERALD DRIVE - HYDE COURT 35MMAC10 OVERLAY WITH GRID REGENTS PARK 497 URBAN ACCESS 1639|2 2022 PARKROYAL CRESCENT HYDE COURT - GREENVALE COURT 35MMAC10 OVERLAY WITH GRID REGENTS PARK 404 URBAN ACCESS 1639|3 2022 PARKROYAL CRESCENT GREENVALE COURT - EMERALD DRIVE 35MMAC10 OVERLAY WITH GRID REGENTS PARK 211 URBAN ACCESS
ROCHEDALE Background Papers 1634|3 2022 PASSERINE DRIVE DANAHER DRIVE - EXILIS STREET 35MMAC10 OVERLAY WITH GRID 375 URBAN ACCESS SOUTH ROCHEDALE 1587|1 2022 PAYNE STREET UNDERWOOD ROAD - AMANDA STREET 35MM AC10 OVERLAY 87 URBAN ACCESS SOUTH 40140|1 2022 PEACOCK AVENUE BLACKBIRD STREET - DEAD END 35MMAC10 OVERLAY WITH GRID BEENLEIGH 366 URBAN ACCESS 20534|1 2022 PENDENNIS ROAD TUGGERAH GROVE - KILLIGREW ROAD SPRAY SEAL RESURFACING TAMBORINE 476 RURAL ACCESS 20534|2 2022 PENDENNIS ROAD KILLIGREW ROAD -96-104 PENDENNIS ROAD SPRAY SEAL RESURFACING TAMBORINE 441 RURAL ACCESS 20534|3 2022 PENDENNIS ROAD 96-104 PENDENNIS ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING TAMBORINE 326 RURAL ACCESS 40138|1 2022 PHEASANT AVENUE LOGAN STREET - 38 PHEASANT AVENUE 35MM AC10 OVERLAY BEENLEIGH 485 URBAN ACCESS Page 60 Page 40138|2 2022 PHEASANT AVENUE 38 PHEASANT AVENUE - PEACOCK AVENUE 35MM AC10 OVERLAY BEENLEIGH 381 URBAN ACCESS 1642|1 2022 PUNTER STREET CREST ROAD - CUL-DE-SAC 35MM AC10 OVERLAY GREENBANK 228 URBAN ACCESS 1686|1 2022 QUE CLOSE ANAKIE DRIVE - DEAD END 45MMAC10 OVERLAY WIITH 100MM DG20 CORNUBIA 460 URBAN ACCESS 1764|1 2022 RAFTING COURT MURRAYS ROAD - 6 RAFTING COURT 35MM AC10 OVERLAY TANAH MERAH 28 URBAN ACCESS 1702|1 2022 READING STREET JOYAL STREET - CORMIE STREET 35MM AC10 OVERLAY LOGAN CENTRAL 407 URBAN ACCESS 1704|1 2022 REDFORD STREET MAPLE STREET - SPRUCE STREET 35MM AC10 OVERLAY KINGSTON 494 URBAN ACCESS 40478|1 2022 RICHLAND DRIVE CUL-DE-SAC - OLD MILL ROAD 35MM AC10 OVERLAY BANNOCKBURN 417 URBAN ACCESS 1728|1 2022 RODERICK STREET BRYANTS ROAD - DAWN STREET 35MM AC10 OVERLAY CORNUBIA 337 URBAN ACCESS 1743|1 2022 ROWANDA STREET PLAIN STREET - VELDT STREET 35MM AC10 OVERLAY SLACKS CREEK 402 URBAN ACCESS 1744|2 2022 ROWLAND STREET BRENNAN STREET - CUL-DE-SAC 50MM AC14 OVERLAY SLACKS CREEK 514 INDUSTRIAL ACCESS 8002|1 2022 SERVICE B2 ROAD PARKLAND AVENUE - BROWNS PLAIN ROAD 35MM AC10 OVERLAY BROWNS PLAINS 490 ARTERIAL 6006|1 2022 SERVICE ML ROAD GRAND PLAZA DRIVE - SERVICE ROAD ML 50MM AC14 OVERLAY WITH GRID BROWNS PLAINS 98 URBAN COLLECTOR ROCHEDALE 1818|1 2022 SEVERN COURT BROMPTON STREET - CUL-DE-SAC 35MM AC10 OVERLAY 126 URBAN ACCESS SOUTH 40494|1 2022 SHANNON STREET DONGARVEN DRIVE - DUBLIN DRIVE 35MMAC10 OVERLAY WITH GRID EAGLEBY 106 URBAN ACCESS 1827|1 2022 SHOALHAVEN AVENUE JARDINE DRIVE - BELINDA CRESCENT 35MM AC10 OVERLAY SPRINGWOOD 360 URBAN ACCESS 40379|1 2022 SIRUS STREET SAVERIN ROAD - JACKSON STREET 35MMAC10 OVERLAY WITH GRID EAGLEBY 470 URBAN ACCESS
17
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
1835|1 2022 SITHNEY STREET VERYAN STREET - CUL-DE-SAC 35MM AC10 OVERLAY KINGSTON 120 URBAN ACCESS 40539|1 2022 SOLAR STREET CREST STREET - SUNRISE STREET 35MM AC10 OVERLAY BEENLEIGH 218 URBAN ACCESS 1853|10 2022 SPRINGWOOD ROAD JEANETTE AVENUE - 232 SPRINGWOOD ROAD 50MM AC14 OVERLAY SPRINGWOOD 563 ARTERIAL
1853|19 2022 SPRINGWOOD ROAD TREVALLYAN DRIVE - DAISY HILL ROAD 50MM AC14 OVERLAY DAISY HILL 527 ARTERIAL Background Papers 1869|1 2022 STURDEE STREET KEYES STREET - DEAD END 35MM AC10 OVERLAY LOGANLEA 248 URBAN ACCESS 20885|1 2022 SUGAR GUM COURT COACHWOOD DRIVE - CUL-DE-SAC SPRAY SEAL RESURFACING JIMBOOMBA 455 URBAN COLLECTOR 40590|1 2022 SUSAN GODFREY DRIVE LAURANNE DRIVE - DEAD END 35MM AC10 OVERLAY WINDAROO 517 URBAN COLLECTOR 1879|1 2022 SYLVANIA STREET SERVICE W1 - GOLDEN STREET 35MM AC10 OVERLAY LOGAN CENTRAL 222 URBAN ACCESS 1880|1 2022 SYLVIA STREET NANCY STREET - MAUREEN STREET 35MM AC10 OVERLAY UNDERWOOD 192 URBAN ACCESS 20611|1 2022 TEAK STREET MILLSTREAM ROAD-64 TEAK STREET SPRAY SEAL RESURFACING CEDAR VALE 485 RURAL ACCESS
Page 61 Page 20611|2 2022 TEAK STREET 64 TEAK STREET-BLACKBEAN STREET SPRAY SEAL RESURFACING CEDAR VALE 111 RURAL ACCESS 40356|1 2022 TEMMA STREET RIVER HILLS ROAD - YOLLA STREET 45MMAC10 OVERLAY WIITH 100MM DG20 EAGLEBY 455 URBAN ACCESS 3640|1 2022 THE CONCOURSE CONCOURSE MILLERS ROAD - BOTANICAL DRIVE 35MM AC10 OVERLAY UNDERWOOD 242 URBAN ACCESS 3887|1 2022 THE CRESCENT CRESCENT CUL-DE-SAC - 25 THE CRESCENT 35MM AC10 OVERLAY UNDERWOOD 277 URBAN ACCESS 40476|2 2022 THWAITES STREET PAVEMENT CHANGE - HEWETT COURT 35MM AC10 OVERLAY BANNOCKBURN 479 RURAL ACCESS 2763|1 2022 TIMBERLEE DRIVE AVALON COURT - CUL-DE-SAC 35MM AC10 OVERLAY MARSDEN 257 URBAN ACCESS MT WARREN 40234|1 2022 TREVINA CRESCENT MOUNT WARREN BOULEVARD - HARTWIG CRESCENT 35MM AC10 OVERLAY 470 URBAN ACCESS PARK 1950|1 2022 TREVOR STREET CHRISTOPHER STREET - ATKINSON STREET 35MM AC10 OVERLAY SLACKS CREEK 242 URBAN ACCESS 20384|2 2022 TURPENTINE DRIVE 1-3 WHITE BEECH COUR - BLACKBUTT ROAD 35MM AC10 OVERLAY CEDAR VALE 84 RURAL ACCESS 2026|2 2022 VANSITTART ROAD LETITIA STREET - PAVON STREET 50MM AC14 OVERLAY WITH GRID REGENTS PARK 445 URBAN COLLECTOR 2026|4 2022 VANSITTART ROAD DRACON STREET - SUNDOWNER STREET 50MM AC14 OVERLAY WITH GRID REGENTS PARK 487 URBAN COLLECTOR 20694|1 2022 VISTA ROAD COONAN ROAD - 58-62 VISTA ROAD SPRAY SEAL RESURFACING SOUTH MACLEAN 506 RURAL ACCESS 20694|2 2022 VISTA ROAD 58-62 VISTA ROAD - CUL-DE-SAC SPRAY SEAL RESURFACING SOUTH MACLEAN 183 RURAL ACCESS 2089|1 2022 WALSH PLACE LAUGHLIN STREET - CUL-DE-SAC 35MM AC10 OVERLAY KINGSTON 55 URBAN ACCESS 2092|1 2022 WARATAH STREET NORTH ROAD - ELKHORN STREET 35MM AC10 OVERLAY WOODRIDGE 187 URBAN ACCESS 20591|1 2022 WARNER ROAD CHAMBERS FLAT ROAD - WENDT ROAD SPRAY SEAL RESURFACING CHAMBERS FLAT 553 RURAL ACCESS 2189|2 2022 WARREN COURT 3 WARREN COURT - CUL-DE-SAC 35MM AC10 OVERLAY LOGANLEA 28 URBAN ACCESS
18
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
2098|1 2022 WATTLE STREET BRIGHTON STREET - JARRAH CRESCENT 35MM AC10 OVERLAY LOGAN CENTRAL 488 URBAN ACCESS 3844|1 2022 ZULEIKHA DRIVE BROOKVALE DRIVE - DEAD END 35MM AC10 OVERLAY UNDERWOOD 288 URBAN ACCESS
Background Papers
Table 2 Conflicts Identified Between Proposed SOI (2020 and beyond) and Other Programs’ Proposed SOI
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy
Page 62 Page Year
INDUSTRIAL 20472|1 2020 ANDERS STREET* MANNING STREET - PAUL COURT 35MM AC10 OVERLAY JIMBOOMBA 447 COLLECTOR BEENLEIGH REDLAND ROUNDABOUT - 193 CALIFONIA 322|1 2020 CALIFORNIA CREEK ROAD* 50MM AC14 OVERLAY WITH GRID CORNUBIA 417 URBAN COLLECTOR CREEK ROAD 322|5 2020 CALIFORNIA CREEK ROAD* CARBROOK ROAD - 344-346 CALIFORNIA CREEK ROAD 50MM AC14 OVERLAY WITH 200MM DG20 CORNUBIA 469 RURAL COLLECTOR 322|2 2022 CALIFORNIA CREEK ROAD* 204 CALIFORNIA CREEK ROAD - BRADDON STREET 50MM AC14 OVERLAY WITH GRID CORNUBIA 188 URBAN COLLECTOR WATERFORD 1960|4 2021 TYGUM ROAD* LOUISE STREET - PARK ROAD ISOLATED REPAIRS 337 URBAN ACCESS WEST WATERFORD 1960|5 2021 TYGUM ROAD* PARK ROAD - WHARF STREET ISOLATED REPAIRS 356 URBAN ACCESS WEST WATERFORD 1573|1 2022 PARK ROAD* TYGUM ROAD - LOGOON ROAD 35MMAC10 OVERLAY WITH GRID 221 URBAN ACCESS WEST 40269|2 2021 HERSES ROAD* PAVEMENT CHANGE (CUL - TARLO ROAD 50MM AC14 OVERLAY EAGLEBY 482 URBAN COLLECTOR WATERFORD 56|1 2020 ARLINE STREET* BUROW ROAD - END OF SEAL SPRAY SEAL RESURFACING WITH GRID 129 URBAN ACCESS WEST 20421|1 2022 LEOPARDWOOD ROAD# CEDAR GROVE ROAD- 56-62 LEOPARDWOOD ROAD SPRAY SEAL RESURFACING CEDAR GROVE 473 RURAL ACCESS 56-62 LEOPARDWOOD ROAD - 80-134 LEOPARDWOOD 20421|2 2022 LEOPARDWOOD ROAD# SPRAY SEAL RESURFACING CEDAR GROVE 176 RURAL ACCESS ROAD 80-134 LEOPARDWOOD ROAD - 136-145 20421|3 2022 LEOPARDWOOD ROAD# SPRAY SEAL RESURFACING CEDAR GROVE 427 RURAL ACCESS LEOPARDWOOD ROAD 20421|4 2022 LEOPARDWOOD ROAD# 136-154 LEOPARDWOOD - 211-213 BRUSHWOOD CR SPRAY SEAL RESURFACING CEDAR GROVE 440 RURAL ACCESS 20421|5 2022 LEOPARDWOOD ROAD# 211-213 BRUSHWOOD CR - 246-260 BRUSHWOOD CR SPRAY SEAL RESURFACING WITH GRID CEDAR GROVE 472 RURAL ACCESS
19
Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
20421|6 2022 LEOPARDWOOD ROAD# 246-260 BRUSHWOOD CR - 298-302 BRUSHWOOD CR SPRAY SEAL RESURFACING WITH GRID CEDAR GROVE 499 RURAL ACCESS 20468|4 2021 MONA DRIVE# 170-180 MONA DRIVE TO 220-228 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 446 RURAL ACCESS 20468|5 2021 MONA DRIVE# 220-228 MONA DRIVE TO 260-276 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 364 RURAL ACCESS
20468|6 2021 MONA DRIVE# 260-276 MONA DRIVE TO 312-368 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 448 RURAL ACCESS Background Papers 20468|4 2021 MONA DRIVE# 170-180 MONA DRIVE - 220-228 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 446 RURAL ACCESS 20468|5 2021 MONA DRIVE# 220-228 MONA DRIVE - 260-276 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 364 RURAL ACCESS 20468|6 2021 MONA DRIVE# 260-276 MONA DRIVE - 312-368 MONA DRIVE SPRAY SEAL RESURFACING JIMBOOMBA 448 RURAL ACCESS 20468|7 2021 MONA DRIVE# 312-368 MONA DRIVE - 428-438 MONA DRIVE SPRAY SEAL RESURFACING TAMBORINE 477 RURAL ARTERIAL 20243|6 2020 STOCKLEIGH ROAD^ 234-244 STOCKLEIGH ROAD - NEVILLE ROAD SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 350 RURAL COLLECTOR 20243|7 2020 STOCKLEIGH ROAD^ NEVILLE ROAD - MARYLAND STREET SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 376 RURAL COLLECTOR
Page 63 Page 20243|8 2020 STOCKLEIGH ROAD^ MARYLAND STREET - HAWKINS ROAD SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 289 RURAL COLLECTOR 20243|13 2020 STOCKLEIGH ROAD^ SHAYPERIL ROAD - MOLLENHAGEN ROAD SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 328 RURAL COLLECTOR 20672|3 2020 MOLLENHAGEN ROAD^ 98-120 MOLLENHAGEN R - 156-164 MOLLENHAGEN SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 445 RURAL COLLECTOR 20672|4 2020 MOLLENHAGEN ROAD^ 156-164 MOLLENHAGEN - 174-218 MOLLENHAGEN SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 131 RURAL COLLECTOR 20672|5 2020 MOLLENHAGEN ROAD^ 174-218 MOLLENHAGEN - 120-244 MOLLENHAGEN SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 394 RURAL COLLECTOR 20672|6 2020 MOLLENHAGEN ROAD^ 120-244 MOLLENHAGEN - STOCKLEIGH ROAD SPRAY SEAL OVER 300MM GRAVEL STOCKLEIGH 360 RURAL COLLECTOR 20319|1 2021 HOMESTEAD DRIVE^ GLYNTON ROAD - BUSHMAN DRIVE SPRAY SEAL RESURFACING WITH GRID JIMBOOMBA 282 ARTERIAL 20775|1 2020 CHARDON BRIDGE ROAD^ FROM BRIDGE TO 65-77 CHARDON BRIDGE ROAD 35MM AC10 OVERLAY CEDAR CREEK 498 RURAL ARTERIAL 20628|2 2021 SPRING MOUNTAIN DRIVE^ RAGLAN ROAD - 1-3 NATASHA COURT SPRAY SEAL RESURFACING WITH GRID NEW BEITH 469 RURAL COLLECTOR 20628|6 2021 SPRING MOUNTAIN DRIVE^ TIGERCAT COURT - DUNNART ROAD SPRAY SEAL RESURFACING GREENBANK 476 RURAL ACCESS BORONIA 1337|16 2020 MIDDLE ROAD^ 256 MIDDLE ROAD - BLAXLAND STREET 50MM AC14 OVERLAY WITH GRID 546 ARTERIAL HEIGHTS 1337|20 2020 MIDDLE ROAD^ 370 MIDDLE ROAD - 420-422 MIDDLE ROAD 50MM AC14 OVERLAY WITH 200MM DG20 GREENBANK 494 ARTERIAL 1337|21 2020 MIDDLE ROAD^ 420-422 MIDDLE ROAD - 493 MIDDLE STREET 50MM AC14 OVERLAY WITH 200MM DG20 GREENBANK 478 ARTERIAL 1337|22 2020 MIDDLE ROAD^ 493 MIDDLE ROAD - ANDREW ROAD 50MM AC14 OVERLAY WITH 200MM DG20 GREENBANK 513 ARTERIAL 1337|22 2020 MIDDLE ROAD^ 493 MIDDLE ROAD - ANDREW ROAD 50MM AC14 OVERLAY WITH GRID GREENBANK 513 ARTERIAL 20744|1 2021 CEDAR POCKET ROAD^ CEDAR GROVE ROAD - 2-84 CEDAR POCKET RO SPRAY SEAL RESURFACING CEDAR GROVE 499 RURAL ARTERIAL 503|2 2020 DAISY HILL ROAD$ PAVEMENT CHANGE - HILLSIDE DRIVE 50MM AC14 OVERLAY DAISY HILL 504 ARTERIAL
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Proposed ID Road Name Project Extent Treatment Type Suburb Length Hierarchy Year
503|3 2020 DAISY HILL ROAD$ HILLSIDE DRIVE - CHATSWOOD ROAD 50MM AC14 OVERLAY WITH 200MM DG20 DAISY HILL 175 ARTERIAL 503|4 2020 DAISY HILL ROAD$ CHATSWOOD ROAD - HIGHVIEW TERRACE 50MM AC14 OVERLAY WITH 200MM DG20 DAISY HILL 469 ARTERIAL 20213|9 2022 TEVIOT ROAD@ 228-238 TEVIOT ROAD - 282-294 TEVIOT ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 414 RURAL ARTERIAL
20213|11 2022 TEVIOT ROAD@ 338-348 TEVIOT ROAD - 364-376 TEVIOT ROAD SPRAY SEAL RESURFACING NORTH MACLEAN 312 RURAL ARTERIAL Background Papers 20213|12 2022 TEVIOT ROAD@ 364-376 TEVIOT ROAD - 434-438 TEVIOT ROAD SPRAY SEAL RESURFACING WITH GRID NORTH MACLEAN 493 RURAL ARTERIAL
* Local Roads Kerb and Drainage SOI, # Local Roads Widening SOI, ^ Sub-Regional Infrastructure Agreement (PDA Roads), $ Cycleway Projects, @ Major Roads (Capacity and Safety) SOI
Page 64 Page
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CITY INFRASTRUCTURE 4 DECEMBER 2019
IN5 File No: 1127344-1 Id No: 13306361 COOMERA CONNECTOR
REPORT OF: DIRECTOR OF ROADS AND WATER INFRASTRUCTURE Created: 13/11/2018
REPORT OVERVIEW
PURPOSE OF REPORT The purpose of this report is to seek endorsement to make a submission on behalf of Council to the Department of Transport and Main Roads' Coomera Connector community consultation.
Criteria: Direction CORPORATE PLAN PRIORITY CC - CONVENIENTLY CONNECTED CC1 Integrated transport networks allow people to move around the city easily and conveniently
REPORT DETAIL
BACKGROUND The Department of Transport and Main Roads (TMR) has identified an alternate north-south road corridor to complement the Pacific Motorway (M1) in planning documents since the 1990s. Previously known as the Intra Regional Transport Corridor, it is a 45 kilometre link between Loganholme and Nerang located to the east of the M1. The corridor was formally gazetted in three sections starting in 2016. The project was re-named as the Coomera Connector following the gazettal of the northern section, between Loganholme and Stapylton, in March this year. The new corridor is wide enough for up to six traffic lanes and is expected to include facilities for public transport and paths for walking and cycling. It will provide more transport capacity for growing residential and business communities in the northern Gold Coast and Logan. Property owners affected by the corridor between Stapylton and Loganholme section were advised by letter from TMR in January 2019. At the time, residents expressed concerns regarding flooding, environment impacts, traffic impacts through Eagleby and the public consultation process. In October 2019, the Queensland Government announced the project would be staged in two sections:
• Stage 1: Coomera to Nerang. This section has been prioritised for construction first. • Stage 2: Loganholme to Coomera. Timelines for construction have not been confirmed. A reference design for Stage 1 and a business case will be developed during 2020. Queensland Government approval of the business case and commitment of funding is required before construction of Stage 1 can commence. Information on when Stage 2 between Loganholme and Coomera may be progressed is not yet available.
Report by: Advocacy Program Leader Page 65 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN5 File No: 1127344-1 Continued:
DISCUSSION A submission on behalf of Council (Background Paper 1) has been prepared for consideration recognising the need for an alternative transport corridor that will ease M1 constraints, balanced with considered planning that ensures:
• Impacts to the environment are minimised and mitigated • Impacts to residents is minimised and mitigated and
• Economic impacts are considered The submission has been prepared in consultation with the following branches; Economic Development and Strategy, Environment and Waste and Roads Infrastructure Planning. It also takes into account community correspondence Council has received on the matter. CONCLUSION Council supports the investigation into an alternate transport solution to ease pressure on the M1. There are a number of matters to be considered as part of the State Governments current solution, the Coomera Connector. A submission has been prepared in response to Transport and Main Roads community consultation process on behalf of Council. Council welcomes the opportunity for further discussion and seeks to work collaboratively with the State Government to deliver a solution that addresses matters highlighted in the submission. BACKGROUND PAPERS Logan City Council Submission to Coomera Connector Community Consultation, Stage 2, Loganholme to Coomera (Id: 13299088)
RECOMMENDATION
IT IS RECOMMENDED:- That the Coomera Connector submission, as detailed in the report of the Director of Roads & Water Infrastructure dated 13 November 2019 (Id: 13306361), be endorsed and submitted to the Transport and Main Roads project team.
Statement from the Interim Administrator of the Logan City Council: "Thank you. I recently had the opportunity to meet with a resident in relation to their community's very considerable list of environmental concerns about the Coomera Connector project. I am also well aware of the economic consequences to Council in relation to its Tourism Precinct, amongst other flagship projects. I welcome the opportunity for Council's views to be conveyed to the State Government and to be placed on the record."
The Interim Administrator of the Logan City Council recommended: That the report be received and adopted.
Report by: Advocacy Program Leader Page 66 CITY INFRASTRUCTURE 4 DECEMBER 2019
IN5 File No: 1127344-1 Continued:
Statement from the Interim Administrator of the Logan City Council: "In relation to Item IN5, I would like to note that following some additional community feedback in the past week, an amendment has been made to the Coomera Connector submission. We have now incorporated further environmental concerns raised by local residents into the submission and have pressed upon the state government that these issues should be properly considered as part of any review or future planning work."
Adopted by Council at its meeting of 11/12/2019 Minute No 194/2019
Report by: Advocacy Program Leader Page 67 BackgroundMap attachments Papers Please quote file: 913862-2 Doc Ref: 13299088
x December 2019
Coomera Connector project team Transport and Main Roads 36 Cotton St NERANG QLD 4211
Dear Sir/Madam
COOMERA CONNECTOR COMMUNITY CONSULTATION, STAGE 2: LOGANHOLME TO COOMERA
Thank you for the opportunity to provide feedback on Stage 2 of the Coomera Connector, Loganholme to Coomera, as part of the community consultation process. Background Council welcomes the Queensland Government's decision to investigate route options for the Coomera Connector. We acknowledge that Stage 1 has been given priority for construction but welcome the opportunity to provide early feedback on the Stage 2 of the project (Loganholme to Coomera), which passes through the City of Logan. Council recognises the need for an alternative transport corridor that will ease M1 constraints, balanced with considered planning that ensures: Impacts to the environment are minimised and mitigated Impacts to residents is minimised and mitigated and Economic impacts are considered The following submission addresses these considerations. Economic Impacts Significant resources have been invested by Council in recent years to develop Logan's tourism sector, the cornerstone of which was the Loganholme Tourism Precinct. This collection of neighbouring properties has been progressively acquired by Council over the past 15 years and is ideally situated between the principal activity centres of Springwood and Beenleigh, with close and easy accessibility from the major centres of Brisbane and the Gold Coast. In August 2015, Transport and Main Roads identified three parcels of land adjoining the Loganholme Tourism Precinct as surplus to its needs. Council negotiated in good faith to acquire the surplus parcels, with a view to incorporating them into Loganholme Tourism Precinct vision. The proposed alignment of the Coomera Connector will have significant impacts on the ability of Council to effectively develop not only these three parcels but the proposed precinct itself. The Coomera Connector route splits the precinct's land, making large portions of it inaccessible and drastically impacting upon its value to Council and more importantly, the community at large. Council considers the full tourism potential and economic vision for the site fundamentally compromised as in effect, both the newly acquired sites and the remainder of the precinct will be landlocked.
Page 68 913862-2 Background-- 2 Papers
In addition, Council has been negotiating with investors of an integrated bio-tech manufacturing company to facilitate an edu-tourism facility upon the Land. As the Land is detrimentally affected by the Coomera Connector, it is no longer suitable to effect a desirable outcome and Council has turned to the active identification of alternative sites. Given the above issues, Council wrote to the Minister for Transport and Main Roads earlier this year and is looking forward to a response in regards to: Early acquisition of the Loganholme Tourism Precinct by the department; and/or Discussions surrounding viable land swap alternatives to facilitate the investment of the bio- tech company Environmental impacts The proposed Coomera Connector route runs through multiple areas of high ecological value in the Logan suburb of Eagleby. While Council acknowledges the transport need for an alternative M1 route, the potential environmental impacts of the proposed Coomera Connector should be carefully considered in the context of these environmental values and mitigated where possible. Measures to protect the amenity of Eagleby residents living close to the proposed route should also be considered. Open areas and parklands in Eagleby area provide informal and formal conservation of vegetation and fauna habitats, places for community recreation, as well as green breaks for residential communities. Areas within and adjacent to the proposed corridor also contains a series of open spaces, reserves and parklands that contain significant vegetation and provide habitats for a number of animal species. There is evidence of past use of the area by the local traditional owners, the Yugambeh. The current proposed route runs directly through wetlands, waterways and biodiversity corridors in Eagleby. These area include endangered, of concern and not of concern remnant and regrowth vegetation, acid sulfate soils as well as essential habitat. This chain of wetlands are identified as Matters of State Environmental Significance, including: High ecological significance wetlands Regulated vegetation areas Wildlife habitat area High ecological value waters (Logan and Albert Rivers) These areas are also important local wetlands protecting water quality, providing flood storage and recharge of ground water. It is suggested that further consideration of the specific corridor alignment is required to avoid and minimise the impact on the environmental values in the area. Other specific areas of feedback related to the extent of the Coomera Connector from an environment perspective have been included in attachment 1. In addition to these issues, the Eagleby Community and Wetlands Group have also written to Council in regards to their concerns over environmental and health impacts. Some of the issues raised by the group have already been reflected above, while others include: Concerns about building on a flood plain and potential flood impacts to properties Possible impacts on endangered and vulnerable bird species
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Page 69 913862-2 Background-- 3 Papers
Health considerations for residents who will be located between two major highways (the M1 to the west and the Coomera Connector to the north and east) Concerns around the spread of Fire Ants due to the movement of heavy vehicles and soil movement. Eagleby is listed by the Queensland Government as being in fire ant biosecurity zone 2 These issues raised by the community should be given proper consideration by Transport and Main Roads when finalising planning for the Coomera Connector's northern alignment. Transport network impacts Council considers that the proposed Coomera Connector will assist in easing current and predicted M1 congestion issues as an alternate route. The connection to Mt Cotton Road appears to be a potential solution to link help disperse traffic at the northern end of the project. As per previous advice to Transport and Main Roads officers, an alternative approach for the connection to Fryar Road is appropriate. Access to and from the Coomera Connector and the Mount Cotton Road extension to Fryar Road should be restricted to mitigate against: Significant traffic flow increase in Fryar Road as a result of opening up the road, which is currently a cul-de-sac. The function of Fryar Road being elevated to Arterial Road level, triggering necessary upgrades (possibly four lanes), which will impact properties on the road corridor and create major traffic flow changes Impacts to property owners on the other side of the Logan River in Carbrook depending on the chosen alignment of the route. There may also be an opportunity to incorporate improved bus connections as part of the Coomera Connector, in conjunction with Transport and Main Road's Gold Coast North Area Transport Strategy (GCNATS) study. As the current M1 upgrade program will extend the South East Busway to Springwood and possibly Loganholme, GCNATS and Coomera Connector project should consider allowing Bus Priority from the Hyperdome to Nerang. In summary Council supports an alternative transport corridor to ease pressure on the M1. The current Coomera Connector alignment may result in environmental impacts that need to be properly considered and avoided and/or mitigated where possible. Should the alignment and connection to the M1 and the Logan Motorway not change, Council is also keen to progress discussions around the early acquisition of Council's Loganholme Tourism Precinct by TMR as a matter of priority. Thank you again for the opportunity to make this submission.
Yours sincerely,
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Page 70 913862-2 Background-- 4 Papers
Tamara O'Shea Interim Administrator, City of Logan
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Page 71 913862-2 Background-- 5 Papers
Attachment 1 – Detailed environment feedback Theme Feedback Accessibility Council has undertaken extensive planning and developed the Logan and Albert and amenity Rivers Accessibility and Connectivity Plans. To ensure community access is maintained, it is suggested TMR could considerer these plans and where possible, protect and maintain access. Design and construction concepts could also take into account Council's Logan and Albert Catchment Action plan and incorporate Design for Crime Prevention Through Environmental Design (CPTED) elements.
Biodiversity Council has identified floodplain biodiversity corridors linking the wetlands, Corridors waterways and existing vegetation and other environmental values (refer to Habitat of attached Maps 1, 2 and 3). The proposal impacts a significant portion of these corridors and is likely to impact the movement of wildlife. Council suggests Ecological realigning the route or giving consideration to maintaining or enhancing habitat significance values and wildlife movement opportunities as per the Logan Planning Scheme. Habitat loss and fragmentation are the two main contributors to biodiversity decline. It is suggested the design avoids and minimises habitat fragmentation. The design could also consider the aims of the Logan and Albert River Visions and the Logan River Accessibility plans. The wetland systems identified within the proposed corridor are identified as critical habitat for acid frog species (refer to Map 4). These species rely on an acidic ecosystem for reproduction and survival and habitat loss is the number one threat. Council suggests realigning the route or giving design consideration to avoiding impacts on these wetlands. The proposed alignment of the Coomera Connector traverses Schmidt Road, Eagleby, at a site where the threatened plant species Persicaria elatior (Tall Knotweed) occurs. The proposed road design considers and protects the habitat requirements of this plant. Aim to increase vegetation cover and habitat quality
Waterways The current alignment of the proposed roadway impacts on five High Ecological and Wetland, Value Wetlands (refer to attached Map 5). In addition, it follows the existing waterway and wetland complex around the whole of Eagleby (refer to attached Map 6 and 7). Council suggests realigning the route or giving design consideration to avoiding impacts on these wetlands. To protect ground water dependent ecosystems such as the existing wetlands, Council suggests design and construction methods are used that limit adverse changes to the local hydrology Consider bridge design across the Logan and Albert Rivers to ensure fish passage and habitat
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Page 72 913862-2 Background-- 6 Papers
At risk is the riparian vegetation function along the main channel of the Logan and Albert Rivers and the waterway and wetland complex surrounding Eagleby. Enhancement of vegetation and riparian vegetation, adjacent to Logan and Albert river crossings as well as the Eagleby Wetland complex, is suggested to protect and enhance these environmental functions. Consider design and construction to avoid sediment and pollutant runoff impacts on fishery habitat and recreation services of the Logan and Albert Rivers. Consider design and location protects and enhances the Waterway corridor value as per the Logan City Council Planning Scheme. Mangroves and potential salt marsh also occur in the Coomera Connector footprint. Council suggests these ecosystems be protected where possible to ensure bank stability, fish habitat and other ecosystem processes.
Air Quality For both residential/commercial receptors and environment area receptors Consider heavy particle movement and deposition during construction activities Possibly include plantings for pollutant entrapment adjacent to motorway and noise barriers to enhance air pollutant dispersion Consider planning for odour emissions from works involving acid sulphate soils.
Lighting Suggest design takes into consideration effective screening for light to avoid exposure of the open and vegetated areas and nearby residents in Eagleby.
Transport For residential receptors Noise Consider noise barriers to minimise noise impacts on local residents and protect amenity, incorporating environmental concepts and themes. Possibly include planting of boundaries to create vegetative screens. For environmental receptors Implement design and construction methods minimise the effect on fauna, especially local and migratory birds that use the wetlands.
Acid Sulphate Significant areas of potential acid sulphate soil (ASS) occur in the area. The water Soils table is very close to the surface in this area. The local ecosystems are also adapted to the naturally acid conditions. There is a significant risk earthworks and construction activities could cause an increase in release of acids into the environment. Works should either avoid or minimise changes in the acidity of ground water and existing ecosystems. Treatment of ASS via the use of lime is to be carefully managed as the wetlands and waterway throughout the Eagleby area are critical habitat for acid frogs, which require slightly acidic conditions.
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Page 73 913862-2 Background-- 7 Papers
Recreational Recreational opportunities, both on land and water, are an important impacts consideration for Logan residents. Fisheries in the Albert and Logan rivers are considered an important commercial and recreational asset. Australian bass, long-finned eel, sea mullet, eel-tail catfish and spangled perch are species of recreational or commercial interest that are found in relative abundance in the Logan estuary. Design and construction methodologies could consider riparian and fish habitat enhancement, sediment effects, and careful consideration of acid sulphate soil management.
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Page 74 Map attachments
Map 1
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Map 2
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Map 3
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913862-2 Background- 11 - Papers
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Map 4
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913862-2 Background- 12 - Papers
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Map 5
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913862-2 Background- 13 - Papers
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Map 6
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Map 7
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