VALE TION VE SOMERTON ROAD BONDS LANE SECTION ROAD PROVIDENCE ROAD GREENVALE CENTRAL CARROLL LANE MICKLEHAM ROAD DEVELOPMENT CONTRIBUTIONS PLAN November 2013
PLANS Plan 1: Local context 4 Plan 2: Future urban structure 6 Plan 3: DCP and main catchment areas 8 Plan 4: Transport projects 12 Plan 5: Community projects 14 Plan 6: Active recreation projects 16 Plan 7: Land use budget 22 TABLES Table 1: Transport Projects 13 Table 2: Community Projects 15 Table 3: Active Recreation Projects 17 Table 4: Community Infrastructure Levy Projects 19 Table 5: Summary Land Use Budget 23 Table 6: Infrastructure Project Justification 26 Table 7: Calculation of Costs 27 Table 8: Project Costs recovered by the DCP 28 Table 9: Summary of Charges 30 Table 10: Items suitable for delivery of works in kind 32 APPENDICES Appendix 1 Property Specific Land Budget 40 Appendix 2 Transport Infrastructure Costing Sheets 42 4 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
CONTENTS 1.0 INTRODUCTION 3 1.1 Purpose 3 1.2 Report Basis 3 1.3 Strategic Basis 5 1.4 Planning and Environment Act 1987 5 1.5 Greenvale Central Precinct Structure Plan 5 1.6 The area to which the Development Contributions Plan applies 7 1.7 Project identification 7 2.0 INFRASTRUCTURE PROJECT JUSTIFICATION 9 2.1 Introduction 9 2.2 Items not included in the Development Contributions Plan 10 2.3 Infrastrucure Projects 11 2.4 Project Timing 18 2.5 Distinction between Development Infrastructure and Community Infrastructure 19 3.0 CALCULATION OF CONTRIBUTIONS 20 3.1 Calculation of Net Developable Area and Demand Units 20 3.2 Calculation of Contributions Charges 24 4.0 DEVELOPMENT CONTRIBUTIONS PLAN ADMINISTRATION 33 4.1 Payment of Contributions Levies and Payment Timing 33 4.2 Funds Administration 36 4.3 Construction and Land Value Costs Indexation 37 4.4 Development Contributions Plan Review Period 37 4.5 Collecting Agency (Agency Responsible for Collecting Infrastructure Levy) 38 4.6 Development Agency (Agency Responsible for Works) 38 5.0 IMPLEMENTATION STRATEGY 39 5.1 Rationale for the Implementation Strategy 39 5.2 Implementation Mechanism 39 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 1
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1.0 INTRODUCTION 1.1 Purpose The Greenvale Central Development Contributions Plan has been prepared by the Metropolitan Planning Authority with the assistance of Hume City Council, Government agencies, service authorities and major stakeholders. The Greenvale Central Development Contributions Plan: Outlines projects required to ensure that future residents, visitors and workers within the Greenvale Central area can be provided with timely access to services and transport necessary to support a quality, affordable lifestyle Establishes a framework for development proponents to make a financial contribution towards the cost of identified infrastructure projects Ensures that the cost of providing new infrastructure and services is shared equitably between various development proponents and the wider community Provides the details of the calculation of financial contributions that must be made by future developments towards the nominated projects Provides developers, investors and local communities with certainty about development contribution requirements and how they will be administered. 1.2 Report Basis The Development Contributions Plan document comprises three parts: PART 1 Part 1 explains the strategic basis for the Development Contributions Plan, which includes information about the Greenvale Central Precinct Structure Plan and justification for the various infrastructure projects included in the Development Contributions Plan. PART 2 Part 2 sets out how the development contributions are calculated and how costs are apportioned. PART 3 Part 3 focuses on administration and implementation of the Development Contributions Plan. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 3
GREENVALE WEST (R3) PSP AITKEN COLLEGE ROAD BRENDA NR SOMERT ON STRE ET BOND LA NE GREENVALE SEVENTH DAY ADVENTIST COMMUNITY GREENVALE RESERVOIR OAD FRENCH ROAD HILLVIEW CORPUS CHRISTI COMMUNITY FACILITY BRADFORD AV RESERVE GREENVALE SHOPPING CENTRE GREENVALE PRIMARY SCHOOL GREENVALE RECREATIONAL RESERVE CARROLL LA NE MICKLEHAM ROAD SECTION ROAD LOCAL RESERVE GREENVALE VILLAGE CE ROAD T AT PROVIDEN D OO W POSSIBLE SCHOOL LOCATION GREENVALE RECREATION CENTRE ER ES VE WOODLANDS HISTORIC PARK KR EE CR SWAIN STRE ET ST.CARLO BORROMEO CATHOLIC PRIMARY SCHOOL LOCAL RESERVE precinct boundary arterial road plan 1 local context existing roads existing schools greenvale central development contributions plan Scale: 1:15,000 @ A4, N.T.S. @ A3 Date: November 2013 0 100 250 existing community facilities shopping centres active open space 500m open space - drainage future urban area existing urban area non urban area 4 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
1.3 Strategic Basis The strategic basis for the Development Contributions Plan is established by the State and Local Planning Policy Framework of the Hume Planning Scheme. Key documents are: Growth Corridor Plans Municipal Strategic Statement Greenvale Central Precinct Structure Plan Greenvale Central Precinct Structure Plan supporting documents These documents set out a broad, long term vision for the sustainable development of the Greenvale Central Development Contributions Plan area and its surrounds. The Greenvale Central Precinct Structure Plan has been developed following a comprehensive planning process which establishes the future direction of development within the precinct. 1.4 Planning and Environment Act 1987 The Development Contributions Plan has been prepared in accordance with Part 3B of the Planning and Environment Act 1987 (the Act) and has been developed in line with the State and Local Planning Policy Framework of the Hume Planning Scheme as well as Victorian Government Guidelines. It is consistent with the Minister for Planning s Direction on Development Contributions made under section 46M(1) of the Act and has had regard to the Victorian Government s Development Contribution Plan Guidelines. The Development Contributions Plan provides for the charging of a Development Infrastructure Levy pursuant to section 46J(a) of the Act towards works, services or facilities. It also provides for the charging of a Community Infrastructure Levy pursuant to section 46J(b) of the Act as some items are classified as community infrastructure under the Act, the Minister s Direction on Development Contributions and the Development Contributions Plan Guidelines. The Development Contributions Plan forms part of the Hume Planning Scheme pursuant to section 46I of the Act and is an incorporated document under Clause 81 of the Hume Planning Scheme. The Development Contributions Plan is implemented in the Hume Planning Scheme through Schedule 6 to the Development Contributions Plan Overlay which applies to the area shown in Plan 3. 1.5 Greenvale Central Precinct Structure Plan The Greenvale Central Precinct Structure Plan area consists of two separate land areas to the north and west of the existing Greenvale. The Greenvale Central Precinct Structure Plan is expected to accommodate approximately 7,760 people in approximately 2,771 households. The Greenvale Central Precinct Structure Plan establishes the future urban structure of the new community which includes a range of networks comprising transport, open space and active recreation, social infrastructure and residential neighbourhoods (refer Plan 2). The need for the infrastructure set out in this Development Contributions Plan has been determined according to the anticipated development scenario for Greenvale Central as described in the Greenvale Central Precinct Structure Plan. The Development Contributions Plan has a strong relationship to the Precinct Structure Plan, as the Greenvale Central Precinct Structure Plan provides the rationale and justification for infrastructure items that have been included within the Development Contributions GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 5
EDUCATION CENTRE HILLVIEW ROAD FRENCH ROAD BRENDAN ROAD SOMERTON ROAD BONDS LANE GREENVALE RESERVOIR PARK (MELBOURNE WATER LAND) GREENVALE RECREATION RESERVE SECTION ROAD plan 2 future urban structure greenvale central development contributions plan Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 PROVIDENCE ROAD 0 100 250 500m WOODLANDS HISTORIC PARK CARROLL LANE MICKLEHAM ROAD precinct boundary arterial road connector street key local access street somerton road widening conventional density residential medium density residential potential non-govt. primary school local convenience centre unencumbered passive open space unencumbered active open space encumbered open space - drainage encumbered open space - vegetation encumbered open space - crown land vegetation retention scattered trees wetland and retarding basin future urban area existing urban area non urban area 6 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
Plan. Accordingly, the Development Contributions Plan is an implementation based planning tool which identifies the infrastructure items required by the new community and apportions the cost of this infrastructure in an equitable manner across the plan area. 1.6 The area to which the Development Contributions Plan applies In accordance with section 46K(1)(a) of the Act the Greenvale Central Development Contributions Plan applies to land shown on Plan 3. The area is also clearly shown on Development Contributions Plan Overlay (DCPO) Schedule 6 in the Hume Planning Scheme. The Greenvale Central Development Contributions Plan applies to the same area as the Greenvale Central Precinct Structure Plan. The Development Contributions Plan area is characterised by two Main Catchment Areas (MCAs) separated by the intersection of Mickleham Road and Somerton Road. The MCA defines the main catchment area for various infrastructure projects required with the Greenvale Central Precinct Structure Plan. Each MCA is a geographic area from which a given item of infrastructure will draw most of its use. In selecting items, consideration has been given to ensure they are not already wholly funded through another contribution mechanism, such as a mandatory infrastructure construction requirement as set out in Table 5 of the Greenvale Central Precinct Structure Plan, an existing local development contributions plan, an agreement under section 173 of the Act, or as a condition on an existing planning permit. 1.7 Project Identification The Development Contributions Plan uses a project identification system of project category and sequential number in its tables and plans. The project categories are summarised as: RD Roads IT Intersections CI Community AR Active Recreation GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 7
HILLVIEW ROAD FRENCH ROAD BRENDAN ROAD SOMERTON ROAD BONDS LANE SECTION ROAD MICKLEHAM ROAD PROVIDENCE ROAD CARROLL LANE plan 3 DCP and main catchment areas greenvale central development contributions plan Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 precinct structure plan boundary development contributions plan overlay area north main catchment area (MCA) area south main catchment area (MCA) existing road network future urban area existing urban area non urban area 0 100 250 500m 8 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.0 INFRASTRUCTURE PROJECT JUSTIFICATION 2.1 Introduction The need for infrastructure included in the Development Contributions Plan has been determined on the basis of the development scenario as described in the Greenvale Central Precinct Structure Plan and its supporting documents. Items can be included in a Development Contributions Plan if the proposed development of an area is likely to create the need for infrastructure by its future community. New development does not have to trigger the need for new items in its own right. Furthermore, an item can be included in a Development Contributions Plan regardless of whether it is within or outside the Development Contributions Plan area. Before inclusion in this Development Contributions Plan, all items have been assessed to ensure they have a relationship or nexus to proposed development in the Greenvale Central Precinct Structure Plan area. The cost apportionment methodology adopted in this Development Contributions Plan relies on the nexus principle. A new development is deemed to have a nexus with an item if it is expected to make use of that item. A summary of how each item relates to projected growth area development is set out below and individual item use apportionments are identified in Table 6. The items that have been included in this Development Contributions Plan all have the following characteristics; namely they: Are essential to the health, safety and well-being of the community Will be used by a broad cross-section of the community Reflect the vision and strategic aspirations as expressed in the Greenvale Central Precinct Structure Plan Are not recurrent items Are the basis for the future development of an integrated network. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 9
2.2 Items not included in the Development Contributions Plan The following items are not included in the Development Contributions Plan, as they are considered to be normal to the construction of a development and are not considered to warrant cost sharing arrangements beyond those set out in this Development Contributions Plan; they must be provided by developers as a matter of course and/or pursuant to agreements with servicing agencies in implementing the Greenvale Central Precinct Structure Plan: Internal streets and connector streets and associated traffic management measures, including streets on the edge of the Greenvale Central Precinct Structure Plan, except where specified as development contributions plan projects Intersections connecting the development to the existing road network, except where specified as development contributions plan projects Water, sewerage, underground power, gas, telecommunications services Local pathways and connections to the regional and/or district pathway network Basic levelling, provision of biodiversity offsets, water tapping and landscaping of local passive open space Passive public open space reserve master plans and any agreed associated works required by the Precinct Structure Plan Council s plan checking and supervision costs Bus stops. The items listed above may be further addressed and defined by an agreement under section 173 of the Act and/or conditions in planning permits. Upgrade of the existing road network to an urban standard will be implemented through subdivision permit conditions as outlined in Section 3.5.1 Local Road Network Implementation of the Greenvale Central Precinct Structure Plan to the satisfaction of the Responsible Authority, except where specified as a development contributions plan project. 10 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.3 Infrastructure Projects The following three types of projects are included in the DCP (refer to Plans 4-6): Transport Community Active Recreation GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 11
IT01 HILLVIEW ROAD FRENCH ROAD BRENDAN ROAD IT03 SOMERTON ROAD BONDS LANE IT02 RD04 SECTION ROAD RD03 IT06 RD02 RD01 MICKLEHAM ROAD IT04 RD01 RD02 RD03 RD04 RD05 Greenvale Drive Extention: Mickleham Road to Bonds Lane Carroll Lane: Extension Bonds Lane: Extension Section Road: Upgrade Pedestrian Operated Signals (POS): Mickleham Road PROVIDENCE ROAD CARROLL LANE RD05 IT05 IT01 IT02 IT03 IT04 Mickleham Road and Hillview Road: Intersection (Interim) Somerton Road and Brendan Road: Intersection (Interim) Somerton Road and Section Road: Intersection (Interim) Mickleham Road and Greenvale Drive: Intersection (Interim) IT05 IT06 MIckleham Road and Providence Road: Intersection (interim) Bonds Lane: Roundabout plan 4 transport projects greenvale central development contributions plan Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 precinct boundary road intersections pedestrian crossing 0 100 250 500m 12 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.3.1 Transport The key transport related projects in the Development Contributions Plan are based on the transport network depicted in Plan 4 which is based on the report, Greenvale Central PSP Traffic Analysis Report, Traffix Group (July 2012), and Greenvale Central PSP Traffic Assessment, Cardno (August 2013). The transport projects in a combination of: Road construction Construction of major controlled intersections and associated works Pedestrian operated signals. Table 1: Transport Projects DCP PROJECT NUMBER DESCRIPTION TOTAL PROJECT COST $ 2013 RD01 RD02 RD03 RD04 RD05 IT01 IT02 IT03 IT04 IT05 IT06 Greenvale Drive Extension Mickleham Road to Bonds Lane Construction of Transitional Connector Street (Figure 3) between Greenvale Drive intersection (DCP: IT04) and Bonds Lane: 25-metre width, 416 metres in length. No land purchase. Carroll Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and existing Carroll Lane: 25-metre width, 190 metres in length. No land purchase.. Bonds Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and Section Road: 25-metre width, 220 metres in length. No land purchase.. Section Road: Upgrade Construction of Reserve Connector Street (Figure 4) between Section Road intersection (DCP: IT03) and western extent of RD03 on Section Road: 25-metre width, 760 metres in length. No land purchase. Pedestrian Operated Signals (POS): Mickleham Road Construction of pedestrian operated signals on Mickleham Road near Elphinstone Boulevard. Mickleham Road and Hillview Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). Somerton Road and Brendan Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.25 hectares of additional required land (ultimate land take).. Somerton Road and Section Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). Mickleham Road and Greenvale Drive: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). Mickleham Road and Providence Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.10 hectares of additional required land (ultimate land take). Bonds Lane: Roundabout Construction of roundabout (ultimate layout). Purchase of 0.27 hectares of additional required land (ultimate land take). $ 1,960,192 $ 895,280 $ 1,036,640 $ 3,339,440 $ 355,950 $ 4,533,383 $ 4,688,047 $ 2,740,564 $ 2,904,276 $ 2,083,819 $ 1,668,611 TOTAL $ 26,206,201 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 13
CI01 HILLVIEW ROAD FRENCH ROAD BRENDAN ROAD SOMERTON ROAD BONDS LANE SECTION ROAD MICKLEHAM ROAD PROVIDENCE ROAD CARROLL LANE CI01 Multi-purpose Community Centre (Greenvale West PSP) precinct boundary community plan 5 community projects greenvale central development contributions plan Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 0 100 250 500m 14 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.3.2 Community The needs analysis undertaken by ASR Research and Hume City Council determined the requirement for community facilities to meet the needs of the future community. The project is funded by the Development Contributions Plan, as shown on Plan 5, and includes: Table 2: Community Projects DCP PROJECT NUMBER CI01 DESCRIPTION Multi-purpose Community Centre (Greenvale West PSP). Expansion of multi-purpose community centre to include 1 addition pre-school room, 1 additional Maternal & Child Health (MCH) room, and additional community meeting space. TOTAL PROJECT COST $ 2013 $ 2,450,470 TOTAL $ 2,450,470 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 15
EDUCATION CENTRE HILLVIEW ROAD FRENCH ROAD BRENDAN ROAD SOMERTON ROAD BONDS LANE GREENVALE RESERVOIR PARK (MELBOURNE WATER LAND) AR01 AR02 AR04 AR05 GREENVALE RECREATION RESERVE SECTION ROAD MICKLEHAM ROAD AR01 AR02 Playing Fields (Greenvale Recreation Reserve) Pavilion 1 (Greenvale Recreation Reserve) PROVIDENCE ROAD CARROLL LANE AR03 AR04 AR05 Stadium Extenstion (Greenvale Recreation Centre) Tennis Courts (Greenvale Recreation Reserve) Sportsground redevelopment (Bradford Avenue Reserve) AR03 AR06 AR06 Pavilion 2 (Greenvale Recreation Centre) plan 6 active recreation projects greenvale central development contributions plan Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 precinct boundary active recreation 0 100 250 500m 16 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.3.3 Active Recreation The needs analysis undertaken by ASR Research and Hume City Council determined a number of facilities required to be built on the various active open space areas to meet the needs of the future community. These projects are funded by the Development Contributions Plan, as shown on Plan 6, and include: Passive open space contributions are required under Clause 52.01 of the Hume Planning Scheme in the area to which this Development Contributions Plan applies. Table 3: Active Recreation Projects DCP PROJECT NUMBER DESCRIPTION TOTAL PROJECT COST $ 2013 AR01 AR02 AR03 AR04 AR05 AR06 Playing Field (Greenvale Recreation Reserve) Construction of 1 playing service (AFL/cricket/soccer), car spaces, landscaping and related infrastructure as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Pavilion (Greenvale Recreation Reserve) Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Stadium Extension (Greenvale Recreation Centre) Extension of stadium at Greenvale Recreation Centre. Tennis Courts (Greenvale Recreation Reserve) Construction of 2 tennis courts at Greenvale Recreation Reserve as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council) Sportsground redevelopment (Bradford Avenue Reserve) Redevelopment of the sportsground at Bradford Avenue Reserve. Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. $ $ 2,135,700 711,900 $ 2,186,550 $ 589,860 $ 1,017,000 $ 1,017,000 TOTAL $ 7,658,010 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 17
2.4 Project Timing Each item in the Development Contributions Plan has an assumed indicative provision trigger specified in Table 6. The timing of the provision of the items in this Development Contributions Plan is consistent with information available at the time that the Development Contributions Plan was prepared. Council, as the Development Agency, will monitor and assess the required timing for individual items and have regard to its capital works program, and areas external to the Development Contributions Plan Area and the indicative provision triggers specified in Table 6. The Development Agency may seek an amendment to the Development Contributions Plan to adjust indicative provision triggers as part of the five-year review (or earlier if justified). Any adjustment would also need to be consistent with any implementation agreement entered into under Section 173 of the Act. The Collecting Agency may consider alternative to the priority delivery of works or land where: Infrastructure is to be constructed / provided by development proponents as works or land in kind, as agreed by the Collecting Agency Network priorities require the delivery of works or land to facilitate broader road network connections Community needs determine the delivery of works or land for community facilities or active open space. All items in the Development Contributions Plan will be provided as soon as is practicable and as soon as sufficient contributions are available, consistent with Section 4.1 and acknowledging the Development Agency s capacities to provide the balance of funds not recovered by this Development Contributions Plan. All items included in the Development Contributions Plan will be provided within 33 years (2046) from the date upon which this Development Contributions Plan was first incorporated with the Hume Planning Scheme. 18 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2.5 Distinction between Development Infrastructure and Community Infrastructure In accordance with the Act and Ministerial Directions on Development Contributions pursuant to Section 46M of the Act, the Development Contributions Plan makes a distinction between development and community infrastructure. The timing of payment of contributions is linked to the type of infrastructure in question. The community infrastructure levy contributions are to be paid by the home builder at the time of building approval (unless an alternative time is agreed between the Collecting Agency and a development proponent). Community infrastructure levy contributions will be paid for at a perdwelling rate. The Act currently stipulates that the amount that may be contributed under a community infrastructure levy is no more than $900 per dwelling. The Governor in Council may from time to time by Order published in the Government Gazette vary the maximum amount that may be collected by the Community Infrastructure Levy. If in future the Community Infrastructure Levy is amended, the levy applicable to the release of the remaining dwellings may be adjusted in accordance with the revised legislative and regulatory approach as directed by the Minister for Planning. The projects listed in Table 4 are deemed to be community infrastructure projects: Table 4: Community Infrastructure Levy Projects DCP PROJECT NUMBER AR02 AR06 DESCRIPTION Pavilion (Greenvale Recreation Reserve) Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. TOTAL PROJECT COST $ 2013 $ 711,900 $ 1,017,000 TOTAL $ 1,728,900 All other infrastructure projects are classified as development infrastructure projects. Contributions relating to development infrastructure are to be made by developers at the time of subdivision. If subdivision is not applicable payments must be made prior to construction of buildings and works. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 19
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3.0 CALCULATION OF CONTRIBUTIONS The general cost apportionment method includes the following steps: Calculation of the Net Developable Area (NDA) and demand units (refer Tables 5 and 6) Calculation of project costs (refer Table 6) Identification and allowance for external use (refer Table 7) Cost apportionment and catchments (refer Table 7) Identification of development types required to pay the levy (Refer to Table 7) Summary of costs payable for each infrastructure project (refer Table 8) The development infrastructure charge per hectare for each development type and the community infrastructure levy per dwelling (refer Table 9). 3.1 Calculation of Net Developable Area and Demand Units The following section sets out how Net Developable Area is calculated and outlines the development projections anticipated in the area. 3.1.1 Net Developable Area In this Development Contributions Plan, all development infrastructure contributions are payable on the net developable area of land on any given development site. For the purposes of this Development Contributions Plan, Net Developable Area is defined as the total amount of land within the area of the Greenvale Central Precinct Structure Plan that is made available for the development of housing and employment buildings, including lots, all connector and local streets. It is the total precinct area minus land for community facilities, schools, educational facilities, open space, encumbered land and arterial roads. Any additional small local parks defined at the subdivision stage are included in the NDA. The NDA for the Development Contributions Plan has been assessed as set out in Table 5. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 21
62 HILLVIEW ROAD 63 68 77 69 76 70 75 FRENCH ROAD 64 78 79 80 65 89 88 87 66 67 90 91 BRENDAN ROAD 71 74 81 86 92 SOMERTON ROAD 3 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 BONDS LANE 34 33 38 35 39 40 37a 36 37 50 49 48 72 72a 73 82 83 84 85 93 94 18 41 47 19 43 42 44 46 45 SECTION ROAD 20 21 22 23 24 51 54 55 52 56 53 57 58 MICKLEHAM ROAD Scale: 1:12,500 @ A4, N.T.S. @ A3 Date: November 2013 25a 25 0 100 250 500m 26 27 28 29 PROVIDENCE ROAD plan 7 land use budget greenvale central development contributions plan 30 32 31 CARROLL LANE 59 60 61 21 precinct boundary road widening conventional density residential medium density residential potential non-govt. primary school unencumbered passive open space unencumbered active open space encumbered open space - drainage encumbered open space - vegetation encumbered open space - crown land property number 22 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
3.1.2 Land Budget and Demand Units The net developable hectare is the demand unit for this Development Contributions Plan. Urban development is the one development type included in this Development Contributions Plan. Urban development is defined broadly to include all forms of development, including residential subdivision and development within local convenience centres. Urban development also includes any non-residential uses within the residential area such as a place of worship, education centre, retirement village, nursing home, child care centre, medical centre, convenience store or any other approved use. Greenvale Central Development Contributions Plan area contains a total of 186.30 net developable hectares, equal to the Net Developable Area. 3.1.3 Property Specific Calculations The Net Developable Area used to calculate the contributions with the Development Contributions Plan has been based on an assessment of individual properties. The NDA for each property is listed in the Property Specific Land Budget (Appendix 1). The property-specific NDA and rates listed in this Development Contributions Plan determine the total contribution for each property. Table 5: Summary Land Use Budget DESCRIPTION GREENVALE CENTRAL HECTARES % OF TOTAL AREA % OF NDA TOTAL PRECINCT AREA (ha) 207.65 100.0% TRANSPORT 6 Lane Arterial Roads 2.67 1.29% 1.43% SUB-TOTAL 2.67 1.29% 1.43% EDUCATION Non Government School - Primary 2.60 1.25% 1.40% SUB-TOTAL 2.60 1.25% 1.40% OPEN SPACE ENCUMBERED LAND AVAILABLE FOR RECREATION Waterway / Drainage Line / Wetland / Retarding 3.53 1.70% 1.89% Brodies Creek Encumbered Open Space 3.89 1.87% 2.09% Conservation 2.39 1.15% 1.28% Crown Land 1.59 0.76% 0.85% SUB-TOTAL 11.40 5.49% 6.12% UNENCUMBERED LAND AVAILABLE FOR RECREATION Active Open Space 0.00 0.0% 0.00% Passive Open Space 4.68 2.3% 2.51% SUB-TOTAL 4.68 2.3% 2.51% TOTALS OPEN SPACE 16.08 7.7% 8.63% NET DEVELOPABLE AREA (NDA) (ha) 186.30 89.72% GREENVALE CENTRAL DESCRIPTION DWELL / HECTARES NDHA DWELLINGS RETAIL / EMP & OTHER Activity Centre (retail/office/mixed use) 0.00 Identified Non Government School 0.00 SUB-TOTAL 0.00 RESIDENTIAL Residential - Conventional Density Residential 165.97 14 2324 Residential - Medium Density 20.33 22 447 SUB-TOTAL AGAINST NET RESIDENTIAL AREA (NRA) 186.30 14.87 2771 COMBINED RES/ RETAIL / EMP / OTHER NDA (Ha) DWELL / NDHA DWELLINGS TOTALS RESIDENTIAL YIELD AGAINST NDA 186.30 14.87 2771 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 23
3.2 Calculation of Contributions Charges 3.2.1 Calculation of Costs Each infrastructure project has been assigned a land and/or construction cost. These costs are listed in Table 6. The costs are expressed in 2013 dollars and will be adjusted annually in accordance with the method specified in Section 4.3 of this Development Contributions Plan. Road and intersection construction costs have been determined by Meinhardt Australia (refer to Appendix 2 for transport infrastructure costing sheets). All active recreation and community construction costs have been determined by ASR Research and the Hume City Council. 3.2.2 Valuation of Land The area of land to be acquired through the DCP is identified by detailed intersection functional layout plans (Appendix 2) and based on information in the Greenvale Central Precinct Structure Plan. O Briens Valuers and Property Consultants, as a registered valuer, prepared a Valuation Report which determined the value for each area of land required by the DCP. The average per hectare value provided by O Briens Valuers and Property Consultants is $1,028,189. This value has been used to calculate the cost of the land component for all relevant projects included in this DCP. 3.2.3 Cost Apportionment This Development Contributions Plan apportions a charge to new development according to its projected share of use of an identified infrastructure item. Since development contributions charges are levied up-front, a measure of actual use by individual development sites is not possible. Therefore costs must be shared in accordance with the estimated share of use. This Development Contributions Plan calculates what each new development should pay towards provision of the identified infrastructure item. This is the total cost of the item (after deducting other funding sources and making allowance for any external demand) divided by total demand units within its Main Catchment Area. To support this approach, a Main Catchment Area has been determined for each item. The balance of the cost of the items not recovered under this Development Contributions Plan will be funded from alternative sources. 3.2.4 Main Catchment Areas The Main Catchment Area (MCA) is the geographic area from which a given item of infrastructure will draw most of its use. The PSP contains two MCAs covering the entire precinct. Charge Area North applies to land bound by Aitken College to the north, Greenvale Reservoir Park to the east, Somerton Road to the south and Mickleham Road to the west. Charge Area North contains 64.34 net developable hectares. Charge Area South applies to land bound by Somerton Road to the north, Mickleham Road to the east, Providence Road (inclusive) to the south and Greenvale Recreation Reserve (Woodlands Historic Park) to the west. Charge Area South contains 121.96 net developable hectares. It is important to note that the number of net developable hectares (that is the demand units) in each area is based on the land budgets in Table 5 and Appendix 1. 24 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
The per net developable hectare contributions will not and must not be amended to respond to minor changes to land budgets that may result from the subdivision process. In other words, the Development Contributions Plan is permanently linked to the calculation of the Net Developable Area set out in Appendix 1. For the purposes of this Development Contributions Plan, the Net Developable Area and net developable hectare calculations may only change if the Collecting Agency for any particular item of infrastructure agrees to a variation to the Summary Land Use Budget and associated tables. Appendix 1 should be used to determine the number of developable hectares (for Development Contributions Plan purposes) on individual parcels. 3.2.5 External Use An allowance has been made for other use external to the MCA for specific projects. That is, use that does not solely emanate from the Greenvale Central Precinct Structure Plan area. Table 7 quantifies any external demand (as a percentage) for each infrastructure project. Where an external demand has been assessed, a percentage discount has been made to the dollar amount that would otherwise be recovered (refer to Table 7, column 7) in relation to the Development Contributions Plan area. Credit has been attributed to the existing Greenvale community for providing the land component required for community and active recreation projects in calculating external use for this Development Contribution Plan. 3.2.6 Non-Government Schools The development of land for a non-government school is exempt from the requirement to pay a development infrastructure levy and a community infrastructure levy under the Development Contributions Plan. 3.2.7 Schedule of Costs Table 8 calculates the amount of contributions payable by each Main Catchment Area for each infrastructure category. 3.2.8 Summary of Charges per Hectare Table 8 shows the quantum of funds to be contributed by each Main Catchment Area toward each infrastructure project. The total adds up to the total amount of funds recoverable under the Development Contributions Plan. Table 9 sets out a summary of costs for each Main Catchment Area. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 25
Table 6: Infrastructure Project Justification DCP PROJECT NUMBER INFRASTRUCTURE CATEGORY DEVELOPMENT AGENCY DESCRIPTION LAND AREA (HA) ESTIMATED PROJECT COST $ 2013 LAND CONSTRUCTION TOTAL INDICATIVE PROVISION TRIGGER SUITABLE FOR IN-KIND DELIVERY STRATEGIC JUSTIFICATION RD01 Development RD02 Development RD03 Development RD04 Development RD05 Development IT01 Development IT02 Development IT03 Development IT04 Development IT05 Development IT06 Development CI01 Development AR01 Development AR02 Community AR03 Development AR04 Development AR05 Development AR06 Community Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Hume City Council Greenvale Drive Extension: Mickleham Road to Bonds Lane Construction of Transitional Connector Street (Figure 3) between Greenvale Drive intersection (DCP: IT04) and Bonds Lane: 25-metre width, 416 metres in length. No land purchase. Carroll Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and existing Carroll Lane: 25-metre width, 190 metres in length. No land purchase. Bonds Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and Section Road: 25-metre width, 220 metres in length. No land purchase. Section Road: Upgrade Construction of Reserve Connector Street (Figure 4) between Section Road intersection (DCP: IT03) and western extent of RD03 on Section Road: 25-metre width, 760 metres in length. No land purchase. Pedestrian Operated Signals (POS): Mickleham Road Construction of pedestrian operated signals on Mickleham Road near Elphinstone Boulevard. Mickleham Road and Hillview Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). Somerton Road and Brendan Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.25 hectares of additional required land (ultimate land take). Somerton Road and Section Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). Mickleham Road and Greenvale Drive: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). Mickleham Road and Providence Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.10 hectares of additional required land (ultimate land take). Bonds Lane: Roundabout Construction of roundabout (ultimate layout). Purchase of 0.27 hectares of additional required land (ultimate land take). Multi-purpose Community Centre (Greenvale West PSP). Expansion of multi-purpose community centre to include 1 addition preschool room, 1 additional Maternal & Child Health (MCH) room, and additional community meeting space. Playing Field (Greenvale Recreation Reserve). Construction of 1 playing service (AFL/cricket/soccer), car spaces, landscaping and related infrastructure as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Pavilion (Greenvale Recreation Reserve). Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Stadium Extension (Greenvale Recreation Centre) Extension of stadium at Greenvale Recreation Centre. Tennis Courts (Greenvale Recreation Reserve) Construction of 2 tennis courts at Greenvale Recreation Reserve as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Sportsground redevlopment (Bradford Avenue Reserve) Redevelopment of the sportsground at Bradford Avenue Reserve. Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. 0.00 $ - $ 1,960,192 $ 1,960,192 0.00 $ - $ 895,280 $ 895,280 0.00 $ - $ 1,036,640 $ 1,036,640 0.00 $ - $ 3,339,440 $ 3,339,440 0.00 $ - $ 355,950 $ 355,950 0.12 $ 123,383 $ 4,410,000 $ 4,533,383 0.25 $ 257,047 $ 4,431,000 $ 4,688,047 0.02 $ 20,564 $ 2,720,000 $ 2,740,564 0.40 $ 411,276 $ 2,493,000 $ 2,904,276 0.10 $ 102,819 $ 1,981,000 $ 2,083,819 0.27 $ 277,611 $ 1,391,000 $ 1,668,611 0.00 $ - $ 2,450,470 $ 2,450,470 0.00 $ - $ 2,135,700 $ 2,135,700 When IT04 is constructed (unless works delivered in kind). At time of subdivision/ access demand. At time of subdivision/ access demand. Not before RD01-03 and IT03-06 have been constructed. 500 occupied dwellings in Area South and/or no earlier than five years from commencement of development. At time of subdivision/ access demand. At time of subdivision/ access demand. 500 occupied dwellings in Area South and/or no earlier than five years from commencement of development. 500 occupied dwellings in Area South and/or five years of commencement of development. 500 occupied dwellings in Area South and/or five years of commencement of development. When RD02 and RD03 are constructed. Facility to be constructed when population growth creates the need Facility to be constructed when population growth creates the need 0.00 $ - $ 711,900 $ 711,900 When AR01 is constructed. No 0.00 $ - $ 2,186,550 $ 2,186,550 0.00 $ - $ 589,860 $ 589,860 0.00 $ - $ 1,017,000 $ 1,017,000 0.00 $ - $ 1,017,000 $ 1,017,000 TOTAL 1.16 $ 1,192,699 $ 35,121,982 $ 36,314,681 Facility to be constructed when population growth creates the need Facility to be constructed when population growth creates the need Facility to be constructed when population growth creates the need Facility to be constructed when population growth creates the need Yes Yes Yes Yes Yes Greenvale Central Precinct Structure Plan Greenvale Central Traffic Analysis Report (Traffix Group, 2012) Greenvale Central Traffic Assessment (Cardno, 2013) Yes Greenvale Central Precinct Structure Plan Greenvale Central Traffic Analysis Report (Traffix Yes Group, 2012) Yes Yes Yes Yes No No No No No No Greenvale Central Precinct Structure Plan Greenvale Central Traffic Analysis Report (Traffix Group, 2012) Greenvale Central Traffic Assessment (Cardno, 2013) Greenvale Central Precinct Structure Plan Greenvale Central PSP Community Infrastructure Assessement (ASR Research) Hume City Council 26 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
Table 7: Calculation of Costs DCP PROJECT NUMBER INFRASTRUCTURE CATEGORY DESCRIPTION ESTIMATED LAND COST $ 2013 ESTIMATED CONSTRUCTION COST $ 2013 TOTAL PROJECT COST $ 2013 PROPORTION OF COST ATTRIBUTABLE TO THE MCA % TOTAL COST ATTRIBUTABLE TO MAIN CATCHMENT AREA $2013 MAIN CATCHMENT AREA AREA SOUTH AREA NORTH AREA NORTH & AREA SOUTH NUMBER OF NET DEVELOPABLE HECTARES IN MCA CONTRIBUTION PER NET DEVELOPABLE HECTARE $2013 CONTRIBUTION PER DWELLING $2013 RD01 Development Greenvale Drive Extension: Mickleham Road to Bonds Lane Construction of Transitional Connector Street (Figure 3) between Greenvale Drive intersection (DCP: IT04) and Bonds Lane: 25-metre width, 416 metres in length. No land purchase. $ - $ 1,960,192 $ 1,960,192 100% $ 1,960,192 Area South 121.96 $ 16,072.42 $ 1,071.49 RD02 Development RD03 Development RD04 Development RD05 Development IT01 Development IT02 Development IT03 Development IT04 Development IT05 Development IT06 Development CI01 Development AR01 Development AR02 Community AR03 Development Carroll Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and existing Carroll Lane: 25-metre width, 190 metres in length. No land purchase. Bonds Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and Section Road: 25-metre width, 220 metres in length. No land purchase. Section Road: Upgrade Construction of Reserve Connector Street (Figure 4) between Section Road intersection (DCP: IT03) and western extent of RD03 on Section Road: 25-metre width, 760 metres in length. No land purchase. Pedestrian Operated Signals (POS): Mickleham Road Construction of pedestrian operated signals on Mickleham Road near Elphinstone Boulevard. Mickleham Road and Hillview Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). Somerton Road and Brendan Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.25 hectares of additional required land (ultimate land take). Somerton Road and Section Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). Mickleham Road and Greenvale Drive: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). Mickleham Road and Providence Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.10 hectares of additional required land (ultimate land take). Bonds Lane: Roundabout Construction of roundabout (ultimate layout). Purchase of 0.27 hectares of additional required land (ultimate land take). Multi-purpose Community Centre (Greenvale West PSP). Expansion of multi-purpose community centre to include 1 addition pre-school room, 1 additional Maternal & Child Health (MCH) room, and additional community meeting space. Playing Field (Greenvale Recreation Reserve). Construction of 1 playing service (AFL/cricket/soccer), car spaces, landscaping and related infrastructure as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Pavilion (Greenvale Recreation Reserve). Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Stadium Extension (Greenvale Recreation Centre) Extension of stadium at Greenvale Recreation Centre. $ - $ 895,280 $ 895,280 100% $ 895,280 Area South 121.96 $ 7,340.77 $ 489.38 $ - $ 1,036,640 $ 1,036,640 100% $ 1,036,640 Area South 121.96 $ 8,499.84 $ 566.66 $ - $ 3,339,440 $ 3,339,440 100% $ 3,339,440 Area South 121.96 $ 27,381.44 $ 1,825.43 $ - $ 355,950 $ 355,950 100% $ 355,950 Area South 121.96 $ 2,918.58 $ 194.57 $ 123,383 $ 4,410,000 $ 4,533,383 50% $ 2,266,691 Area North 64.34 $ 35,229.89 $ 2,348.66 $ 257,047 $ 4,431,000 $ 4,688,047 100% $ 4,688,047 Area North 64.34 $ 72,863.65 $ 4,857.58 $ 20,564 $ 2,720,000 $ 2,740,564 100% $ 2,740,564 Area South 121.96 $ 22,471.01 $ 1,498.07 $ 411,276 $ 2,493,000 $ 2,904,276 100% $ 2,904,276 Area South 121.96 $ 23,813.35 $ 1,587.56 $ 102,819 $ 1,981,000 $ 2,083,819 100% $ 2,083,819 Area South 121.96 $ 17,086.08 $ 1,139.07 $ 277,611 $ 1,391,000 $ 1,668,611 100% $ 1,668,611 Area South 121.96 $ 13,681.63 $ 912.11 $ - $ 2,450,470 $ 2,450,470 100% $ 2,450,470 $ - $ 2,135,700 $ 2,135,700 100% $ 2,135,700 $ - $ 711,900 $ 711,900 100% $ 711,900 $ - $ 2,186,550 $ 2,186,550 100% $ 2,186,550 Area North & Area South Area North & Area South Area North & Area South Area North & Area South 186.30 $ 13,153.35 $ 876.89 186.30 $ 11,463.77 $ 764.25 186.30 $ 3,821.26 $ 254.75 186.30 $ 11,736.71 $ 782.45 AR04 Development AR05 Development Tennis Courts (Greenvale Recreation Reserve) Construction of 2 tennis courts at Greenvale Recreation Reserve as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Sportsground redevlopment (Bradford Avenue Reserve) Redevelopment of the sportsground at Bradford Avenue Reserve. $ - $ 589,860 $ 589,860 100% $ 589,860 $ - $ 1,017,000 $ 1,017,000 100% $ 1,017,000 Area North & Area South Area North & Area South 186.30 $ 3,166.18 $ 211.08 186.30 $ 5,458.94 $ 363.93 AR06 Community Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. $ - $ 1,017,000 $ 1,017,000 100% $ 1,017,000 Area North & Area South 186.30 $ 5,458.94 $ 363.93 TOTAL $ 1,192,699 $ 35,121,982 $ 36,314,681 $ 34,047,990 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 27
Table 8: Project Costs recovered by the DCP DCP PROJECT NUMBER RD01 RD02 RD03 RD04 RD05 IT01 IT02 IT03 IT04 IT05 IT06 CI01 AR01 INFRASTRUCTURE CATEGORY Development Development Development Development Development Development Development Development Development Development Development Development Development DESCRIPTION Greenvale Drive Extension: Mickleham Road to Bonds Lane Construction of Transitional Connector Street (Figure 3) between Greenvale Drive intersection (DCP: IT04) and Bonds Lane: 25-metre width, 416 metres in length. No land purchase. Carroll Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and existing Carroll Lane: 25-metre width, 190 metres in length. No land purchase. Bonds Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and Section Road: 25-metre width, 220 metres in length. No land purchase. Section Road: Upgrade Construction of Reserve Connector Street (Figure 4) between Section Road intersection (DCP: IT03) and western extent of RD03 on Section Road: 25-metre width, 760 metres in length. No land purchase Pedestrian Operated Signals (POS): Mickleham Road Construction of pedestrian operated signals on Mickleham Road near Elphinstone Boulevard Mickleham Road and Hillview Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). Somerton Road and Brendan Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.25 hectares of additional required land (ultimate land take). Somerton Road and Section Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). Mickleham Road and Greenvale Drive: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). Mickleham Road and Providence Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.10 hectares of additional required land (ultimate land take). Bonds Lane: Roundabout Construction of roundabout (ultimate layout). Purchase of 0.27 hectares of additional required land (ultimate land take). Multi-purpose Community Centre (Greenvale West PSP). Expansion of multi-purpose community centre to include 1 addition pre-school room, 1 additional Maternal & Child Health (MCH) room, and additional community meeting space. Playing Field (Greenvale Recreation Reserve). Construction of 1 playing service (AFL/cricket/soccer), car spaces, landscaping and related infrastructure as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). TOTAL PROJECT COST $ 2013 TOTAL COST TO BE RECOVERED BY THE DCP $ 2013 $ 1,960,192 $ 1,960,192 $ 895,280 $ 895,280 $ 1,036,640 $ 1,036,640 $ 3,339,440 $ 3,339,440 $ 355,950 $ 355,950 $ 4,533,383 $ 2,266,691 $ 4,688,047 $ 4,688,047 $ 2,740,564 $ 2,740,564 $ 2,904,276 $ 2,904,276 $ 2,083,819 $ 2,083,819 $ 1,668,611 $ 1,668,611 $ 2,450,470 $ 2,450,470 $ 2,135,700 $ 2,135,700 28 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
DCP PROJECT NUMBER AR02 AR03 AR04 AR05 AR06 INFRASTRUCTURE CATEGORY Community Development Development Development Community DESCRIPTION Pavilion (Greenvale Recreation Reserve). Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Stadium Extension (Greenvale Recreation Centre) Extension of stadium at Greenvale Recreation Centre. Tennis Courts (Greenvale Recreation Reserve) Construction of 2 tennis courts at Greenvale Recreation Reserve as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). Sportsground redevlopment (Bradford Avenue Reserve) Redevelopment of the sportsground at Bradford Avenue Reserve. Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. TOTAL PROJECT COST $ 2013 $ 711,900 $ TOTAL COST TO BE RECOVERED BY THE DCP $ 2013 Funded by CIL $ 2,186,550 $ 2,186,550 $ 589,860 $ 589,860 $ 1,017,000 $ 1,017,000 $ 1,017,000 $ Funded by CIL TOTAL $ 36,314,681 $ 34,047,990 TOTAL WITH $900 CIL LEGISLATIVE CAP APPLIED $ 35,762,351 Percentage Recoverable % 98.5 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 29
Table 9: Sumary of Charges DCP PROJECT NUMBER INFRASTRUCTURE CATEGORY DESCRIPTION AREA NORTH RESIDENTIAL DEVELOPMENT INFRASTRUCTURE LEVY PER NET DEVELOPABLE HECTARE $ 2013 RD01 Development Greenvale Drive Extension: Mickleham Road to Bonds Lane Construction of Transitional Connector Street (Figure 3) between Greenvale Drive intersection (DCP: IT04) and Bonds Lane: 25-metre width, 416 metres in length. No land purchase. RD02 Development Carroll Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and existing Carroll Lane: 25-metre width, 190 metres in length. No land purchase. RD03 Development Bonds Lane: Extension Construction of Transitional Connector Street (Figure 3) between roundabout (DCP: IT06) and Section Road: 25-metre width, 220 metres in length. No land purchase. RD04 Development Section Road: Upgrade Construction of Reserve Connector Street (Figure 4) between Section Road intersection (DCP: IT03) and western extent of RD03 on Section Road: 25-metre width, 760 metres in length. No land purchase. RD05 Development Pedestrian Operated Signals (POS): Mickleham Road Construction of pedestrian operated signals on Mickleham Road near Elphinstone Boulevard. IT01 Development Mickleham Road and Hillview Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). IT02 Development Somerton Road and Brendan Road: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.25 hectares of additional required land (ultimate land take). IT03 Development Somerton Road and Section Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). IT04 Development Mickleham Road and Greenvale Drive: Intersection (Interim) Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). AREA SOUTH RESIDENTIAL DEVELOPMENT INFRASTRUCTURE LEVY PER NET DEVELOPABLE HECTARE $ 2013 COMMUNITY INFRASTRUCTURE LEVY PER DWELLING $ 2013 $ - $ 16,072.42 $ - $ - $ 7,340.77 $ - $ - $ 8,499.84 $ - $ - $ 27,381.44 $ - $ - $ 2,918.58 $ - $ 35,229.89 $ - $ - $ 72,863.65 $ - $ - $ - $ 22,471.01 $ - $ - $ 23,813.35 $ - 30 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
DCP PROJECT NUMBER INFRASTRUCTURE CATEGORY DESCRIPTION AREA NORTH RESIDENTIAL DEVELOPMENT INFRASTRUCTURE LEVY PER NET DEVELOPABLE HECTARE $ 2013 IT05 Development Mickleham Road and Providence Road: Intersection (Interim) Construction of signalised T-intersection (interim layout). Purchase of 0.10 hectares of additional required land (ultimate land take). IT06 Development Bonds Lane: Roundabout Construction of roundabout (ultimate layout). Purchase of 0.27 hectares of additional required land (ultimate land take). CI01 Development Multi-purpose Community Centre (Greenvale West PSP). Expansion of multi-purpose community centre to include 1 addition pre-school room, 1 additional Maternal & Child Health (MCH) room, and additional community meeting space. AR01 Development Playing Field (Greenvale Recreation Reserve). Construction of 1 playing service (AFL/cricket/soccer), car spaces, landscaping and related infrastructure as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). AR02 Community Pavilion (Greenvale Recreation Reserve). Construction of pavilion (including all buildings works) to serve the playing field as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). AR03 Development Stadium Extension (Greenvale Recreation Centre) Extension of stadium at Greenvale Recreation Centre. AR04 Development Tennis Courts (Greenvale Recreation Reserve) Construction of 2 tennis courts at Greenvale Recreation Reserve as described by the draft Greenvale Recreation Reserve Master Plan (Hume City Council). AR05 Development Sportsground redevlopment (Bradford Avenue Reserve) Redevelopment of the sportsground at Bradford Avenue Reserve. AR06 Community Pavilion 2 (Greenvale Recreation Centre) Construction of pavilion (including all buildings works) to serve the playing field at Greenvale Recreation Centre. AREA SOUTH RESIDENTIAL DEVELOPMENT INFRASTRUCTURE LEVY PER NET DEVELOPABLE HECTARE $ 2013 COMMUNITY INFRASTRUCTURE LEVY PER DWELLING $ 2013 $ - $ 17,086.08 $ - $ - $ 13,681.63 $ - $ 13,153.35 $ 13,153.35 $ - $ 11,463.77 $ 11,463.77 $ - $ Funded by CIL $ Funded by CIL $ 254.75 $ 11,736.71 $ 11,736.71 $ - $ 3,166.18 $ 3,166.18 $ - $ 5,458.94 $ 5,458.94 $ - $ Funded by CIL $ Funded by CIL $ 363.93 Total $ 153,072.50 $ 184,244.06 $ 618.68 COMMUNITY INFRASTRUCTURE LEVY AFTER LEGISLATIVE CAP OF $900 IS APPLIED $ 618.68 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 31
Table 10: Items suitable for delivery of works in kind DCP PROJECT NO. RD01 RD02 RD03 RD04 RD05 IT01 IT02 IT03 IT04 IT05 IT06 DESCRIPTION East-West Connector Road 1: French Road to Brendan Road. Construction of twolane connector road (25-metre cross-section, 330 metres in length). Purchase of 0.83 hectares of additional required land (ultimate land take). East-West Connector Road 2: Section Road to Bonds Lane. Construction of two-lane connector road (31-metre cross-section, 273 metres in length). Purchase of 0.85 hectares of additional required land (ultimate land take). East-West Connector Road 3: Bonds Lane to Mickleham Road. Construction of twolane connector road (31-metre cross-section, 336 metres in length). Purchase of 1.04 hectares of additional required land (ultimate land take). Bonds Lane: Extension. Construction of two-lane connector road (31-metre crosssection, 360 metres in length). Purchase of 0.49 hectares of additional required land (ultimate land take). East-West Connector Road 4: Mickleham Road to Woodlands Access Road. Construction of two-lane connector road (25-metre cross-section, 100 metres in length). Purchase of 0.25 hectares of additional required land (ultimate land take). Mickleham Road and Hillview Road: Intersection. Construction of four-way signalised intersection (interim layout). Purchase of 0.02 hectares of additional required land (ultimate land take). Somerton Road and Brendan Road: Intersection. Construction of four-way signalised intersection (interim layout). Purchase of 0.18 hectares of additional required land (ultimate land take). Somerton Road and Section Road: Intersection. Construction of signalised T-intersection (interim layout). Purchase of 0.12 hectares of additional required land (ultimate land take). Mickleham Road and Greenvale Drive: Intersection. Construction of four-way signalised intersection (interim layout). Purchase of 0.40 hectares of additional required land (ultimate land take). Mickleham Road and Providence Road: Intersection. Construction of signalised T-intersection (interim layout). Purchase of 0.08 hectares of additional required land (ultimate land take). Mickleham Road and Barrymore Drive: Intersection. Construction of four-way signalised intersection (interim layout). Purchase of 0.33 hectares of additional required land (ultimate land take). TOTAL PROJECT COST $ 2013 1,960,192 895,280 1,036,640 3,339,440 355,950 4,533,383 4,688,047 2,740,564 2,904,276 2,083,819 1,668,611 TOTAL 26,206,201 32 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
4.0 DEVELOPMENT CONTRIBUTIONS PLAN ADMINISTRATION This section sets how the Development Contributions Plan will be administered and includes the timing of payment, provision of works and land in kind and how the Development Contributions Plan fund will be managed in terms of reporting, indexation and review periods. The Greenvale Central Development Contributions Plan Development Infrastructure Levy applies to subdivision and/or development of land. The Greenvale Central Development Contributions Plan Community Infrastructure Levy applies to the construction of a dwelling and must be paid prior to the issue of a Building Permit in respect of any dwelling. Hume City Council will be both the Collecting Agency and the Development Agency for the purposes of this Development Contributions Plan. 4.1 Payment of Contributions Levies and Payment Timing 4.1.1 Development Infrastructure Levy For subdivision of land A development infrastructure levy must be paid to the Collecting Agency for the land within the following specified time, namely after certification of the relevant plan of subdivision but not more than 21 days prior to the issue of a Statement of Compliance in respect of that plan or included in an implementation agreement under section 173 of the Act. Where the subdivision is to be developed in stages, the infrastructure levy for the stage to be developed only may be paid to the Collecting Agency within 21 days prior to the issue of a Statement of Compliance in respect of that stage provided that a Schedule of Development Contributions is submitted with each stage of the plan of subdivision. This Schedule must show the amount of the development contributions payable for each stage and value of the contributions in respect of prior stages to the satisfaction of the Collecting Agency or included in an implementation agreement under section 173 of the Act. If the Collecting Agency agrees to works and/or provision of land in lieu of the payment of the infrastructure levy, the land owner must enter into an agreement under section 173 of the Act in respect of the proposed works and/or provision of land in kind to specific requirements. For development of land where no subdivision is proposed Provided an infrastructure levy has not already been paid on subject land, an infrastructure levy must be paid to the Collecting Agency in accordance with the provisions of the approved Development Contributions Plan for each demand unit (Net Developable Hectare) proposed to be developed prior to the commencement of any development (i.e. development includes buildings, car park, access ways landscaping and ancillary components). The Collecting Agency may require that Development Infrastructure Levy contributions be made at either the planning permit or building permit stage. If the Collecting Agency agrees to works and/or provision of land in lieu of the payment of the infrastructure levy, the land owner must enter into an agreement under section 173 of the Act or other arrangement acceptable to the Collecting Agency proposed in respect of the proposed works and/or land to be provided in kind. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 33
Where no planning permit is required The following requirement applies where no planning permit is required. The land may only be used and developed subject to the following requirements being met: Unless some other arrangement has been agreed to by Collecting Agency in a section 173 agreement, prior to the commencement of any development, the Development Infrastructure Levy must be paid to the Collecting Agency in accordance with the provisions of the Development Contribution Plan for the land. If the Collecting Agency agrees to works and/or provision of land in lieu of the payment of the infrastructure levy, the land owner must enter into an agreement under section 173 of the Act in respect of the proposed works or provision of land which are proposed to be provided in kind. 4.1.2 Community Infrastructure Levy Contributions relating to community infrastructure are to be made by the home-builder prior to issue of a building permit. However, development proponents are encouraged to pay the levy prior to the issue of a Statement of Compliance to reduce the administrative burden of collection from individual home builders. Levies for residential buildings will be calculated at the rate for a single dwelling. In all other forms of accommodation, the dwelling is the individual unit (such as each dwelling in a residential village, retirement village, serviced apartments, etc). Corrective institutions are exempt. The Community Infrastructure Levy is not payable for a dwelling on a lot which was created prior to the date that this Development Contributions Plan was first incorporated into the Hume Planning Scheme. 4.1.3 Works in Kind The Collecting Agency may permit development proponents to undertake works in lieu of cash payments, providing that: The works constitute projects funded by the Development Contributions Plan The Collecting Agency agrees that the timing of the works would be consistent with priorities in this Development Contributions Plan The development proponent complies with appropriate tendering, documentation, supervision and related provisions Works must be provided to a standard that generally accords with the Development Contributions Plan, unless an alternative is agreed by the Collecting Agency and the Development Agency Detailed design must be approved by the Collecting Agency and the Development Agency and must generally accord with the standards outlined in the Development Contributions Plan unless an alternative is agreed by the Collecting Agency and the Development Agency The construction of works must be completed to the satisfaction of the Collecting Agency and the Development Agency There should be no negative financial impact on the Development Contributions Plan to the satisfaction of the Collecting Agency In particular, the works will only be accepted in lieu of a financial contribution required by the Development Contributions Plan to the extent that they constitute part or all of the design of the infrastructure item and reduce the cost to complete that design, to the satisfaction of the Collecting Agency. Temporary works will not be accepted as works in kind. 34 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
Where the Collecting Agency agrees that works are to be provided by a development proponent in lieu of cash contribution (subject to the arrangements specified above): The credit for the works provided (unless an alternative approach is agreed with the Collecting Agency) shall equal the final cost of the works up to the maximum identified in the Development Contributions Plan, taking into account the impact of indexation, or to an alternative figure approved by the Collecting Agency The value of works provided in accordance with the principle outlined above will be offset against the development contributions liable to be paid by the development proponent No further financial contributions will be required until the agreed value of any credits are used. Infrastructure projects suitable for delivery of works in kind are listed in Table 10. 4.1.4 Credit for Over Provision Where the Collecting Agency agrees that a development proponent can deliver an infrastructure item (either works and/or land), the situation may arise where the developer makes a contribution with a value that exceeds that required by the Development Contributions Plan for the individual project. In such a case the developer may be entitled to credits against other projects in the Development Contributions Plan to the extent that they over contributed. Alternatively, a developer may seek an agreement with the Collecting Agency to provide cash reimbursement where a significant overcontribution has been made on a particular project. 4.1.5 Non Government Schools Where land is subdivided or developed for the purpose of a non-government school and the use of that land is subsequently for a purpose other than a non-government school, the owner of that land must pay to the Collecting Agency development contributions in accordance with the provision of this Development Contributions Plan. The Development Infrastructure Levy and, where applicable, the Community Infrastructure Levy must be paid within 28 days of the date of the commencement of the construction of any buildings or works for that alternative use. 4.1.6 Public Open Space Contributions This Development Contributions Plan does not provide funding for passive local open space. Passive open space is provided through Clause 52.01 of the Hume Planning Scheme. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 35
4.2 Funds Administration The administration of the contributions made under the Development Contributions Plan will be transparent and development contributions charges will be held until required for provision of the items in that class. Details of funds received and expenditures will be held by the Collecting Agency in accordance with the provisions of the Local Government Act 1993 and the Act. The administration of contributions made under the Development Contributions Plan will be transparent and demonstrate the: Amount and timing of funds collected Source of the funds collected Amount and timing of expenditure on specific projects Project on which the expenditure was made Account balances for individual project classes Details of works-in-kind arrangements for project provision Pooling or quarantining of funds to deliver specific projects where applicable. The Collecting Agency will provide for regular monitoring, reporting and review of the monies received and expended in accordance with this Development Contributions Plan. The Collecting Agency will establish interest bearing accounts and all monies held in these accounts will be used solely for the provision of infrastructure as itemised in this Development Contributions Plan, as required under Section 46Q(2) of the Act. Should the Collecting Agency resolve to not proceed with any of the infrastructure projects listed in this Development Contributions Plan, the funds collected for these items will be used for the provision of alternative works in the same infrastructure class as specified in this Development Contributions Plan. Such funds may also be used for the provision of additional works, services or facilities where approved by the Minister responsible for the Act, or will be refunded to owners of land subject to these infrastructure charges. 36 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
4.3 Construction and Land Value Costs Indexation Capital costs of all infrastructure items including land are in 2013 dollars and will be adjusted by the Collecting Agency annually for inflation. In relation to the costs associated with infrastructure items other than land, the cost must be adjusted according to the following method: Road and intersections - the capital cost for each infrastructure item will be adjusted by applying the Building Price Index, as published in the latest edition of Rawlinson s Australian Construction Handbook All other infrastructure items the capital cost for each infrastructure item will be adjusted by applying the Building Price Index, as published in the latest edition of Rawlinson s Australian Construction Handbook Land values will be adjusted on 1 July each year following valuations undertaken by a registered valuer. Within 14 days of the adjustments being made, the Collecting Agency will publish the amended capital costs for each infrastructure item on the Collecting Agency s website. Community Infrastructure Levy projects are indexed but the value of the contribution may not exceed the maximum as set by the Act. If in future the Community Infrastructure Levy is amended then the levy applicable to the release of any remaining dwellings may be adjusted in accordance with the revised legislative and regulatory approach as directed by the Minister for Planning. 4.4 Development Contributions Plan Review Period This Development Contributions Plan adopts a long-term outlook for development. It takes into account planned future development in Greenvale Central. A full development horizon of land within the current Urban Growth Boundary to the year 2046 has been adopted for this Development Contributions Plan. This Development Contributions Plan commenced on the date when it was first incorporated into the Hume Planning Scheme through Amendment C154. This Development Contributions Plan will end when development within the Development Contributions Plan area is complete, which is projected to be the year 2046 and when the Development Contributions Plan is removed from the Planning Scheme. The Development Contributions Plan is expected to be revised and updated every five years (or more frequently if required). This will require an amendment to the Hume Planning Scheme to replace this document with an alternative, revised document. Any review will need to have regard to any arrangements (e.g. section 173 agreements under the Act) for the implementation of this Development Contributions Plan. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 37
4.5 Collecting Agency (Agency Responsible for Collecting Infrastructure Levy) Hume City Council is the Collecting Agency pursuant to section 46K(1)(fa) of the Act which means that it is the public authority to whom all levies are payable. As the Collecting Agency, Hume City Council is responsible for the administration of this Development Contributions Plan and also its enforcement pursuant to section 46QC of the Act. 4.6 Development Agency (Agency Responsible for Works) Hume City Council is the Development Agency and is responsible for the provision of the designated infrastructure projects which are funded under the Development Contributions Plan and the timing of all works. In the future the designated Development Agency for several road and intersection infrastructure projects may change from Hume City Council to VicRoads. However, any such transfer of responsibility would be dependent upon written agreement from VicRoads. 38 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
5.0 IMPLEMENTATION STRATEGY This section provides further details regarding how the Collecting Agency intends to implement this Development Contributions Plan. In particular, this section clearly identifies the rationale for the implementation strategy and details the various measures that have been adopted to reduce the risk posed by this Development Contributions Plans to all parties. 5.1 Rationale for the Implementation Strategy This implementation strategy has been included to provide certainty to both the Collecting Agency and development proponents. The implementation strategy recognises the complexities associated with infrastructure provision and funding and seeks to minimise risk to the Collection Agency, Development Agency, development proponent and future community. This implementation strategy has been formulated by: Assessing the Greenvale Central Precinct Structure Plan Having regard to the development context Assessing the need for finance requirements upfront financing and pooling of funds Agreeing the land value and indexing it appropriately (where possible) Identifying preferred implementation mechanisms to achieve the above outcomes and reducing the risk associated with the Development Contributions Plan to ensure that it will delivered as intended Provision of adequate resources to administer the Development Contributions Plan. 5.2 Implementation Mechanism Under Section 46P of the Act, the Collecting Agency may accept (with the consent of the Development Agency where the Collecting Agency is not also the Development Agency) the provision of land, works, services or facilities by the applicant in part or full satisfaction of the amount of levy payment. This can be agreement with the Collection Agency before or after the application for the permit is made or before the development is carried out. To coordinate the provision of infrastructure, Schedule 6 to the Urban Growth Zone for the Greenvale Central Precinct Structure Plan requires an application for subdivision to be accompanied by an infrastructure plan to the satisfaction of the Responsibility Authority. The Public Infrastructure Plan needs to show the location, type, staging and timing of infrastructure on the land as identified in the Greenvale Central Precinct Structure Plan or reasonably required as a result of the subdivision of the land and address the following: Stormwater drainage works Road works internal or external to the land consistent with any relevant traffic report or assessment The reserving or encumbrance of land for infrastructure, including for public open space and community facilities Any infrastructure works which an applicant proposes to provide in lieu of development contributions in accordance with the Greenvale Central Development Contributions Plan The effects of the provision of infrastructure on the land or any other land Any other relevant matter related to the provision of infrastructure reasonably required by the Responsible Authority. Through the approval of these agreements, Hume City Council (acting as the Collecting Agency) will consider if and what infrastructure should be provided as works-in-kind under this Development Contributions Plan in accordance with Section 46P of the Act. The agreement must include a list of the Development Contribution Plan infrastructure projects which the Collecting Agency has agreed in writing to allow to be provided as works and/or land in lieu. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 39
Appendix 1: Property Specific Land Budget TOTAL AREA (HECTARES) TOTAL NET DEVELOPABLE AREA (HECTARES) TOTAL NET RESIDENTIAL AREA HA (NRA) YIELD PER NET DEVELOPABLE HA PROPERTY NUMBER TRANSPORT ENCUMBERED LAND AVAILABLE FOR RECREATION UNENCUMBERED LAND AVAILABLE FOR RECREATION COMMUNITY FACILITIES KEY PERCENTAGES OTHER LAND USES CONVENTIONAL DENSITY 14 DWELL PER NRHA NRHA DWELL / NRHA DWELLINGS MEDIUM DENSITY 22 DWELL PER NRHA TOTAL COMBINED 6 LANE ARTERIAL ROAD / WIDENING WATERWAY / DRAINAGE LINE / WETLAND / RETARDING BRODIES CREEK ENCUMBERED OPEN SPACE CONSERVATION CROWN LAND ACTIVE OPEN SPACE PASSIVE OPEN SPACE IDENTIFIED NON- GOVERNMNET SCHOOLS NET DEVPT AREA % OF PRECINCT ACITVE OS % NDA PASSIVE OS % NDA TOTAL PASS & ACTIVE OS % OPEN SPACE DEL TARGET % DIFFERENCE % NDA DIFFERENCE AREA HA ACTIVITY CENTRE / COMMERCIAL NRHA DWELL / NRHA DWELLINGS NRHA DWELL / NRHA DWELLINGS PROPERTY 1 0.83 0.02 - - - - - - - 0.81 97.60% 0.00% 0.00% 0.00% 2.51% -2.51% -0.020-0.81 0.81 14 11-22 0 0.81 14.00 11 14.00 2 0.44 - - - - - - - - 0.44 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.011-0.44 0.44 14 6-22 0 0.44 14.00 6 14.00 3 0.66 - - - - - - - - 0.66 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.017-0.66 0.66 14 9-22 0 0.66 14.00 9 14.00 4 0.74 - - - - - - - - 0.74 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.019-0.74 0.74 14 10-22 0 0.74 14.00 10 14.00 5 0.12 - - - - - - - - 0.12 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.003-0.12 0.12 14 2-22 0 0.12 14.00 2 14.00 6 0.09 - - - - - - - - 0.09 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.002-0.09 0.09 14 1-22 0 0.09 14.00 1 14.00 7 0.22 - - - - - - - - 0.22 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.006-0.22 0.22 14 3-22 0 0.22 14.00 3 14.00 8 1.22 - - - - - - - - 1.22 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.031-1.22 1.22 14 17-22 0 1.22 14.00 17 14.00 9 0.04 - - - - 0.04 - - - 0.00 0.00% n.a. n.a. n.a. 2.51% n.a. n.a. - 0.00 0.00 14 0-22 0 0.00 n.a. 0 n.a. 10 1.54 - - - - 1.54 - - - 0.00 0.00% n.a. n.a. n.a. 2.51% n.a. n.a. - 0.00 0.00 14 0-22 0 0.00 n.a. 0 n.a. 11 4.02 - - - - - - - - 4.02 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.101-4.02 4.02 14 56-22 0 4.02 14.00 56 14.00 12 2.04 - - - - - - - - 2.04 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.04 1.72 14 24 0.33 22 7 2.04 15.28 31 15.28 13 0.84 - - - - - - - - 0.84 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.021-0.84 0.70 14 10 0.14 22 3 0.84 15.35 13 15.35 14 0.51 - - - - - - - - 0.51 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.013-0.51 0.51 14 7-22 0 0.51 14.00 7 14.00 15 0.64 - - - - - - - - 0.64 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.016-0.64-0.31 14-4 0.95 22 21 0.64 25.88 17 25.88 16 2.01 - - - - - - - - 2.01 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.01 1.82 14 25 0.19 22 4 2.01 14.75 30 14.75 17 4.00 - - - - - - - - 4.00 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.101-4.00 4.00 14 56-22 0 4.00 14.00 56 14.00 18 3.61 - - - - - - - - 3.61 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.091-3.61 3.61 14 51-22 0 3.61 14.00 51 14.00 19 4.09 - - - - - - 0.70-3.39 82.89% 0.00% 20.64% 20.64% 2.51% 18.13% 0.615-3.39 2.89 14 40 0.50 22 11 3.39 15.18 51 15.18 20 4.36 - - - - - - - - 4.36 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.110-4.36 4.36 14 61-22 0 4.36 14.00 61 14.00 21 2.04 - - - - - - - - 2.04 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.04 2.04 14 29-22 0 2.04 14.00 29 14.00 22 2.32 - - - - - - - - 2.32 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.058-2.32 2.32 14 33-22 0 2.32 14.00 33 14.00 23 2.36 - - - - - - - - 2.36 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.059-2.36 2.36 14 33-22 0 2.36 14.00 33 14.00 24 2.79 - - - - - - - - 2.79 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.070-2.79 2.79 14 39-22 0 2.79 14.00 39 14.00 25 2.50 - - - - - - - - 2.50 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.063-2.50 2.50 14 35-22 0 2.50 14.00 35 14.00 25a 0.19 - - - - - - - - 0.19 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.005-0.19 0.19 14 3-22 0 0.19 14.00 3 14.00 26 1.26 - - - - - - - - 1.26 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.032-1.26 1.26 14 18-22 0 1.26 14.00 18 14.00 27 1.48 - - - - - - - - 1.48 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.037-1.48 1.48 14 21-22 0 1.48 14.00 21 14.00 28 2.08 - - - - - - - - 2.08 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.08 2.08 14 29-22 0 2.08 14.00 29 14.00 29 2.06 - - - - - - - - 2.06 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.06 2.06 14 29-22 0 2.06 14.00 29 14.00 30 2.20 - - - - - - 0.50-1.70 77.23% 0.00% 29.48% 29.48% 2.51% 26.97% 0.457-1.70 0.56 14 8 1.14 22 25 1.70 19.37 33 19.37 31 0.07 - - - - - - - - 0.07 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.002-0.07 0.07 14 1-22 0 0.07 14.00 1 14.00 32 0.06 - - - - - - - - 0.06 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.002-0.06 0.06 14 1-22 0 0.06 14.00 1 14.00 33 0.24 - - - - - - - - 0.24 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.006-0.24 0.24 14 3-22 0 0.24 14.00 3 14.00 34 0.07 - - - - - - - - 0.07 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.002-0.07 0.07 14 1-22 0 0.07 14.00 1 14.00 35 3.96 - - - - - - 0.30-3.66 92.43% 0.00% 8.19% 8.19% 2.51% 5.68% 0.208-3.66 2.94 14 41 0.72 22 16 3.66 15.57 57 15.57 36 4.05 - - - - - - - - 4.05 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.102-4.05 4.05 14 57-22 0 4.05 14.00 57 14.00 40 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
TOTAL AREA (HECTARES) TOTAL NET DEVELOPABLE AREA (HECTARES) TOTAL NET RESIDENTIAL AREA HA (NRA) YIELD PER NET DEVELOPABLE HA PROPERTY NUMBER TRANSPORT ENCUMBERED LAND AVAILABLE FOR RECREATION UNENCUMBERED LAND AVAILABLE FOR RECREATION COMMUNITY FACILITIES KEY PERCENTAGES OTHER LAND USES CONVENTIONAL DENSITY 14 DWELL PER NRHA NRHA DWELL / NRHA DWELLINGS MEDIUM DENSITY 22 DWELL PER NRHA TOTAL COMBINED 6 LANE ARTERIAL ROAD / WIDENING WATERWAY / DRAINAGE LINE / WETLAND / RETARDING BRODIES CREEK ENCUMBERED OPEN SPACE CONSERVATION CROWN LAND ACTIVE OPEN SPACE PASSIVE OPEN SPACE IDENTIFIED NON- GOVERNMNET SCHOOLS NET DEVPT AREA % OF PRECINCT ACITVE OS % NDA PASSIVE OS % NDA TOTAL PASS & ACTIVE OS % OPEN SPACE DEL TARGET % DIFFERENCE % NDA DIFFERENCE AREA HA ACTIVITY CENTRE / COMMERCIAL NRHA DWELL / NRHA DWELLINGS NRHA DWELL / NRHA DWELLINGS 37 1.95 - - - - - - - - 1.95 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.049-1.95 1.95 14 27-22 0 1.95 14.00 27 14.00 37a 0.07 - - - - - - - - 0.07 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.002-0.07 0.07 14 1-22 0 0.07 14.00 1 14.00 38 2.11 - - - - - - 0.45-1.66 78.68% 0.00% 27.10% 27.10% 2.51% 24.58% 0.408-1.66 0.72 14 10 0.94 22 21 1.66 18.55 31 18.55 39 2.00 - - - - - - - - 2.00 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.050-2.00 1.76 14 25 0.24 22 5 2.00 14.95 30 14.95 40 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 41 2.04 - - - - - - - - 2.04 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.04 2.04 14 29-22 0 2.04 14.00 29 14.00 42 2.04 - - - - - - - - 2.04 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.04 2.04 14 29-22 0 2.04 14.00 29 14.00 43 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 44 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 1.46 14 20 0.57 22 13 2.03 16.24 33 16.24 45 2.25 - - - - - - - - 2.25 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.057-2.25 0.00 14 0 2.25 22 49 2.25 22.00 49 22.00 46 2.51 - - - 0.15 - - 0.51-1.85 73.72% 0.00% 27.50% 27.50% 2.51% 24.99% 0.463-1.85 0.11 14 2 1.74 22 38 1.85 21.50 40 21.50 47 2.45 0.01 - - - - - 0.47-1.97 80.24% 0.00% 24.12% 24.12% 2.51% 21.61% 0.425-1.97 0.38 14 5 1.59 22 35 1.97 20.45 40 20.45 48 2.40 0.39 - - - - - - - 2.01 83.74% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.01 0.73 14 10 1.28 22 28 2.01 19.08 38 19.08 49 2.27 - - - - - - - - 2.27 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.057-2.27 1.73 14 24 0.54 22 12 2.27 15.90 36 15.90 50 4.04 - - - - - - - - 4.04 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.102-4.04 4.04 14 57-22 0 4.04 14.00 57 14.00 51 3.97 - - - - - - - - 3.97 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.100-3.97 3.97 14 56-22 0 3.97 14.00 56 14.00 52 2.04 - - - 1.13 - - - - 0.91 44.74% 0.00% 0.00% 0.00% 2.51% -2.51% -0.023-0.91 0.91 14 13-22 0 0.91 14.00 13 14.00 53 6.21 - - - 0.63 - - - - 5.58 89.89% 0.00% 0.00% 0.00% 2.51% -2.51% -0.140-5.58 4.14 14 58 1.44 22 32 5.58 16.07 90 16.07 54 2.02 - - - - - - - - 2.02 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.02 2.02 14 28-22 0 2.02 14.00 28 14.00 55 2.10 - - - - - - - - 2.10 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.053-2.10 2.10 14 29-22 0 2.10 14.00 29 14.00 56 2.24 - - - 0.37 - - - - 1.87 83.52% 0.00% 0.00% 0.00% 2.51% -2.51% -0.047-1.87 1.38 14 19 0.49 22 11 1.87 16.08 30 16.08 57 2.05 - - - 0.11 - - 0.75-1.18 57.80% 0.00% 63.44% 63.44% 2.51% 60.92% 0.720-1.18 0.63 14 9 0.56 22 12 1.18 17.77 21 17.77 58 2.00-2.00 - - - - - - 0.00 0.00% 0.00% 0.00% 0.00% 2.51% -2.51% 0.000-0.00 0.00 14 0-22 0 0.00 0.00 0 0.00 59 2.17-1.53 - - - - - - 0.64 29.35% 0.00% 0.00% 0.00% 2.51% -2.51% -0.016-0.64 0.64 14 9-22 0 0.64 14.00 9 14.00 60 2.06 - - - - - - - - 2.06 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.06 1.47 14 21 0.58 22 13 2.06 16.27 33 16.27 61 2.01 0.02 - - - - - - - 1.99 99.01% 0.00% 0.00% 0.00% 2.51% -2.51% -0.050-1.99 1.44 14 20 0.55 22 12 1.99 16.20 32 16.20 62 2.01 0.06 - - - - - - - 1.95 97.01% 0.00% 0.00% 0.00% 2.51% -2.51% -0.049-1.95 1.95 14 27-22 0 1.95 14.00 27 14.00 63 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 64 2.00 - - - - - - - - 2.00 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.050-2.00 2.00 14 28-22 0 2.00 14.00 28 14.00 65 2.01 - - 0.10 - - - - - 1.91 95.15% 0.00% 0.00% 0.00% 2.51% -2.51% -0.048-1.91 1.91 14 27-22 0 1.91 14.00 27 14.00 66 2.00 - - 0.73 - - - - - 1.27 63.34% 0.00% 0.00% 0.00% 2.51% -2.51% -0.032-1.27 1.27 14 18-22 0 1.27 14.00 18 14.00 67 3.65 - - 2.45 - - - - - 1.19 32.77% 0.00% 0.00% 0.00% 2.51% -2.51% -0.030-1.19 1.19 14 17-22 0 1.19 14.00 17 14.00 68 2.04 0.06 - - - - - - - 1.98 97.05% 0.00% 0.00% 0.00% 2.51% -2.51% -0.050-1.98 1.98 14 28-22 0 1.98 14.00 28 14.00 69 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 70 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 71 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 72 1.54 - - - - - - - - 1.54 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.039-1.54 1.54 14 22-22 0 1.54 14.00 22 14.00 72a 0.48 0.48 - - - - - - - 0.00 0.00% n.a. n.a. n.a. 2.51% n.a. n.a. - 0.00 0.00 14 0-22 0 0.00 n.a. 0 n.a. GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 41
TOTAL AREA (HECTARES) TOTAL NET DEVELOPABLE AREA (HECTARES) TOTAL NET RESIDENTIAL AREA HA (NRA) YIELD PER NET DEVELOPABLE HA PROPERTY NUMBER TRANSPORT ENCUMBERED LAND AVAILABLE FOR RECREATION UNENCUMBERED LAND AVAILABLE FOR RECREATION COMMUNITY FACILITIES KEY PERCENTAGES OTHER LAND USES CONVENTIONAL DENSITY 14 DWELL PER NRHA NRHA DWELL / NRHA DWELLINGS MEDIUM DENSITY 22 DWELL PER NRHA TOTAL COMBINED 6 LANE ARTERIAL ROAD / WIDENING WATERWAY / DRAINAGE LINE / WETLAND / RETARDING BRODIES CREEK ENCUMBERED OPEN SPACE CONSERVATION CROWN LAND ACTIVE OPEN SPACE PASSIVE OPEN SPACE IDENTIFIED NON- GOVERNMNET SCHOOLS NET DEVPT AREA % OF PRECINCT ACITVE OS % NDA PASSIVE OS % NDA TOTAL PASS & ACTIVE OS % OPEN SPACE DEL TARGET % DIFFERENCE % NDA DIFFERENCE AREA HA ACTIVITY CENTRE / COMMERCIAL NRHA DWELL / NRHA DWELLINGS NRHA DWELL / NRHA DWELLINGS 73 2.00 0.29 - - - - - - - 1.71 85.36% 0.00% 0.00% 0.00% 2.51% -2.51% -0.043-1.71 1.71 14 24-22 0 1.71 14.00 24 14.00 74 2.01 - - - - - - 0.35-1.65 82.42% 0.00% 21.32% 21.32% 2.51% 18.81% 0.311-1.65 0.67 14 9 0.98 22 22 1.65 18.75 31 18.75 75 2.03 - - - - - - 0.65-1.38 68.01% 0.00% 47.05% 47.05% 2.51% 44.53% 0.613-1.38 0.00 14 0 1.38 22 30 1.38 21.99 30 21.99 76 2.02 - - - - - - - 0.55 1.47 72.68% 0.00% 0.00% 0.00% 2.51% -2.51% -0.037-1.47 1.47 14 21-22 0 1.47 14.00 21 14.00 77 2.05 - - - - - - - 2.05 0.00 0.00% n.a. n.a. n.a. 2.51% n.a. n.a. - 0.00 0.00 14 0-22 0 0.00 n.a. 0 n.a. 78 2.05 - - - - - - - - 2.05 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.05 2.05 14 29-22 0 2.05 14.00 29 14.00 79 2.00 - - - - - - - - 2.00 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.050-2.00 2.00 14 28-22 0 2.00 14.00 28 14.00 80 2.01 - - - - - - - - 2.01 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.01 1.38 14 19 0.63 22 14 2.01 16.50 33 16.50 81 2.02 - - - - - - - - 2.02 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.02 1.39 14 19 0.63 22 14 2.02 16.50 33 16.50 82 2.03 0.18 - - - - - - - 1.85 90.92% 0.00% 0.00% 0.00% 2.51% -2.51% -0.046-1.85 1.85 14 26-22 0 1.85 14.00 26 14.00 83 2.03 0.19 - - - - - - - 1.85 90.86% 0.00% 0.00% 0.00% 2.51% -2.51% -0.046-1.85 1.85 14 26-22 0 1.85 14.00 26 14.00 84 2.01 0.18 - - - - - - - 1.82 90.82% 0.00% 0.00% 0.00% 2.51% -2.51% -0.046-1.82 1.82 14 26-22 0 1.82 14.00 26 14.00 85 2.05 0.44 - - - - - - - 1.61 78.65% 0.00% 0.00% 0.00% 2.51% -2.51% -0.040-1.61 1.61 14 23-22 0 1.61 14.00 23 14.00 86 2.01 - - - - - - - - 2.01 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.01 2.01 14 28-22 0 2.01 14.00 28 14.00 87 2.02 - - - - - - - - 2.02 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.02 2.02 14 28-22 0 2.02 14.00 28 14.00 88 2.01 - - - - - - - - 2.01 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.01 2.01 14 28-22 0 2.01 14.00 28 14.00 89 2.06 - - - - - - - - 2.06 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.06 2.06 14 29-22 0 2.06 14.00 29 14.00 90 1.66 - - 0.38 - - - - - 1.28 77.04% 0.00% 0.00% 0.00% 2.51% -2.51% -0.032-1.28 1.28 14 18-22 0 1.28 14.00 18 14.00 91 2.02-0.14 - - - - - 1.87 92.89% 0.00% 0.00% 0.00% 2.51% -2.51% -0.047-1.87 1.87 14 26-22 0 1.87 14.00 26 14.00 92 2.03 - - - - - - - - 2.03 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.051-2.03 2.03 14 28-22 0 2.03 14.00 28 14.00 93 2.23 0.17 - - - - - - - 2.05 92.23% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.05 2.05 14 29-22 0 2.05 14.00 29 14.00 94 2.19 0.13 - - - - - - - 2.06 93.91% 0.00% 0.00% 0.00% 2.51% -2.51% -0.052-2.06 2.06 14 29-22 0 2.06 14.00 29 14.00 SUB-TOTAL 191.22 2.63 3.53 3.81 2.39 1.59 0.00 4.68 2.60 169.99 88.90% 0.00% 2.76% 2.756% 2.51% 0.24% 0.410 0.00 169.99 149.66 14 2095 20.33 22 447 169.99 14.96 2542 14.96 ROAD RESERVE Section Road 3.60 - - - - - - - - 3.60 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.090-3.60 3.60 14 50-22 0 3.60 n.a. 50 14.00 Bonds Lane 2.40 - - - - - - - - 2.40 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.060-2.40 2.40 14 34-22 0 2.40 n.a. 34 14.00 Carroll lane 1.56 - - - - - - - - 1.56 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.039-1.56 1.56 14 22-22 0 1.56 n.a. 22 14.00 Providence Road 1.59 - - - - - - - - 1.59 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.040-1.59 1.59 14 22-22 0 1.59 n.a. 22 14.00 Hillview Road 1.49 - - - - - - - - 1.49 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.038-1.49 1.49 14 21-22 0 1.49 n.a. 21 14.00 French Road 1.32 - - - - - - - - 1.32 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.033-1.32 1.32 14 18-22 0 1.32 n.a. 18 14.00 Brendan Road 1.22 0.04 - - - - - - - 1.18 96.67% 0.00% 0.00% 0.00% 2.51% -2.51% -0.030-1.18 1.18 14 16-22 0 1.18 n.a. 16 14.00 Yuroke Road 0.36 - - 0.09 - - - - - 0.27 75.79% 0.00% 0.00% 0.00% 2.51% -2.51% -0.007-0.27 0.27 14 4-22 0 0.27 n.a. 4 14.00 Somerton Road 1.31 - - - - - - - - 1.31 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.033-1.31 1.31 14 18-22 0 1.31 n.a. 18 14.00 Mickleham Road 1.59 - - - - - - - - 1.59 100.00% 0.00% 0.00% 0.00% 2.51% -2.51% -0.040-1.59 1.59 14 22-22 0 1.59 n.a. 22 14.00 SUB-TOTAL 16.43 0.04 0.00 0.09 0.00 0.00 0.00 0.00 0.00 16.31 99.23% 0.00% 0.00% 0.00% 2.51% -2.51% -0.090 0.00 16.31 16.31 14 228 0.00 22 0 16.31 N.A. 228 14.00 TOTAL 207.65 2.67 3.53 3.89 2.39 1.59 0.00 4.68 2.60 186.30 89.72% 0.00% 2.51% 2.51% 0.00 186.30 165.97 14 2324 20.33 22 447 186.30 14.87 2771 14.87 42 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
Appendix 2: Transport Infrastructure Costing Sheets 34.1m ROAD RESERVE 5.1m 2.0m 10.5m 2.5m 7.00m 2.00m 5.00m 25.0m ROAD RESERVE 1.5m 1.4m 2.0m 1.0m 7.0m 2.5m 4.0m 1.1m 2.0m 1.0m 1.5m FRENCH & 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER PH MG MW AS SHOWN MICKLEHAM ROAD AND HILLVIEW ROAD INTERSECTION (IT05) MIE105 B 1-2 - F/PATH BICYCLE TRAFFIC MEDIAN TRAFFIC BICYCLE F/PATH BICYCLE TRAFFIC MEDIAN TRAFFIC BICYCLE WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. LIMIT OF WORKS APPROX. 146m APPROX. 104m HILLVIEW ROAD LIMIT OF WORKS LIMIT OF WORKS APPROX. 45m APPROX. 107m MICKLEHAM ROAD LIMIT OF WORKS MICKLEHAM ROAD AND HILLVIEW ROAD INTERSECTION (IT05) REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 B PRELIMINARY ISSUE PH MW 07.11.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE COSTED AREA - RESHEETING ONLY SECTION 1 SCALE- 1:200 - SECTION 2 SCALE- 1:200 - INFRASTRUCTURE - OPINION OF COST IT05 - Mickleham Road & Hillview Road (signalised) Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 9,800 m3 30.00 294,000 1.02 Trim and prepare subgrade to receive sub-base 10,900 m2 1.60 17,440 1.03 Spread and Compact Fill Onsite 980 m3 8.80 8,624 1.04 Tests (Density etc.) 1 Item 15,000.00 15,000 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 1,970 L.m 52.00 102,440 2.02 Traffic Islands - 200mm thick reinforced 1,150 m2 80.00 92,000 2.03 Shared Pathway - 125mm thick reinforced 1,000 m2 51.00 51,000 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 8,200 m2 18.10 148,420 3.02 60mm Thick Asphalt (intermediate course) 8,200 m2 31.70 259,940 3.03 75mm Thick Asphalt (base course) 8,200 m2 33.90 277,980 3.04 Asphalt resheet Type H / V (Class 320) 60mm 3,700 m2 38.40 142,080 3.05 Prime 10,900 m2 3.60 39,240 3.06 150mm CTCR Base 10,900 m2 13.50 147,150 3.07 150mm FCR Base 10,900 m2 9.90 107,910 3.08 200mm Select Sub-base Course 10,900 m2 6.00 65,400 3.09 Subgrade Improvement (allow 20% of area) 2,180 m2 13.40 29,212 4.00 DRAINAGE WORKS 4.01 AG Drain 1,970 Lm 31.50 62,055 4.02 Drainage Pits (60m spacing) 20 No. 2,750.00 54,120 4.03 375mm dia RCP (crushed rock backfill) 1,181 m 240.00 283,392 4.04 375mm dia RCP (earth backfill) 0 m 200.00 0 4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 25,000.00 25,000 5.02 Regulatory Signage 32 No. 400.00 12,800 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 1 Item 380,000.00 380,000 6.02 Traffic Signal Conduit (incl. allowance for pits) 160 Lm 85.00 13,600 7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 13 No. 6,500.00 84,500 7.02 Street Lighting cabling and conduit 650 Lm 80.00 52,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 7,500 m2 8.30 62,250 8.02 Landscaping (trees) 26 No. 350.00 9,100 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 100,000.00 100,000 Sub-total 2,939,653 Traffic Management 5% 146,983 Site Establishment 2.5% 73,491 Survey and Design 12.5% 367,457 Supervision and Project Management 10% 293,965 Contingency 20% 587,931 Total Estimated Cost (excl. GST) 4,410,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-05 (18 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 07 Nov 2013, 4:58pm GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 43
3-2 - 1 - LIMIT OF WORKS FRENCH & 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER APPROX. 275m WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. WARNING BEWARE OF HIGH PRESSURE OIL PIPELINE HIGH PRESSURE PETROLEUM PIPELINE WITHIN ROAD RESERVE. CONSULT MOBIL OIL AUSTRALIA PTY LTD FOR EXACT LOCATION. LIMIT OF WORKS BRENDAN ROAD SOMERTON ROAD APPROX. 270m APPROX. 83m LIMIT OF WORKS APPROX. 36m LIMIT OF WORKS SOMERTON ROAD AND BRENDAN DRIVE INTERSECTION (IT04) 27.5m ROAD RESERVE 0.5m 1.0m 1.35m 1.0m 1.35m1.5m 1.5m 2.0m 10.5m 4.8m 2.0m F/PATH BICYCLE TRAFFIC MEDIAN TRAFFIC BICYCLE F/PATH SECTION 1 SCALE- 1:200-20.2m ROAD RESERVE (EXISTING) 1.6m 9.3m 9.3m TRAFFIC SECTION 2 SCALE- 1:200-53m ROAD RESERVE 1.5m 3.3m 3.5m 1.7m 10.5m 7.0m 7.0m 1.7m 16.9m PH MG MW AS SHOWN SOMERTON ROAD AND BRENDAN ROAD INTERSECTION (IT04) MIE104 B F/PATH TRAFFIC BICYCLE TRAFFIC MEDIAN TRAFFIC BICYCLE SECTION 3 SCALE- 1:200 - REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 B PRELIMINARY ISSUE PH MW 07.11.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE COSTED AREA - RESHEETING ONLY INFRASTRUCTURE - OPINION OF COST IT03 - Somerton Road & Brendan Road / Fleetwood Drive (signalised) Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 10,800 m3 30.00 324,000 1.02 Trim and prepare subgrade to receive sub-base 12,000 m2 1.60 19,200 1.03 Spread and Compact Fill Onsite 1,080 m3 8.80 9,504 1.04 Tests (Density etc.) 1 Item 1,500.00 1,500 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 550 L.m 52.00 28,600 2.02 Traffic Islands - 200mm thick reinforced 1,410 m2 80.00 112,800 2.03 Shared Pathway - 125mm thick reinforced 1,200 m2 51.00 61,200 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 7,500 m2 18.10 135,750 3.02 60mm Thick Asphalt (intermediate course) 7,500 m2 31.70 237,750 3.03 75mm Thick Asphalt (base course) 7,500 m2 33.90 254,250 3.04 Asphalt resheet Type H / V (Class 320) 60mm 6,000 m2 38.40 230,400 3.05 Prime 12,000 m2 3.60 43,200 3.06 150mm CTCR Base 12,000 m2 13.50 162,000 3.07 150mm FCR Base 12,000 m2 9.90 118,800 3.08 200mm Select Sub-base Course 12,000 m2 6.00 72,000 3.09 Subgrade Improvement (allow 20% of area) 2,400 m2 13.40 32,160 4.00 DRAINAGE WORKS 4.01 AG Drain 550 Lm 31.50 17,325 4.02 Drainage Pits (60m spacing) 5 No. 2,750.00 15,015 4.03 375mm dia RCP (crushed rock backfill) 240 m 240.00 57,600 4.04 375mm dia RCP (earth backfill) 0 m 200.00 0 4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 25,000.00 25,000 5.02 Regulatory Signage 28 No. 400.00 11,200 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 1 Item 190,000.00 190,000 6.02 Traffic Signal Conduit (incl. allowance for pits) 160 Lm 85.00 13,600 7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 15 No. 6,500.00 97,500 7.02 Street Lighting cabling and conduit 750 Lm 80.00 60,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 1,200 m2 8.30 9,960 8.02 Landscaping (trees) 30 No. 350.00 10,500 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 200,000.00 200,000 Allowance for protection of high pressure 9.02 1 Item 400,000.00 400,000 petroleum pipeline Sub-total 2,953,814 Traffic Management 5% 147,691 Site Establishment 2.5% 73,845 Survey and Design 12.5% 369,227 Supervision and Project Management 10% 295,381 Contingency 20% 590,763 Total Estimated Cost (excl. GST) 4,431,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-04 (16 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 07 Nov 2013, 4:39pm 44 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
2 - FRENCH & 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER 1 - LIMIT OF WORKS WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. WARNING BEWARE OF HIGH PRESSURE OIL PIPELINE HIGH PRESSURE PETROLEUM PIPELINE WITHIN ROAD RESERVE. CONSULT MOBIL OIL AUSTRALIA PTY LTD FOR EXACT LOCATION. SOMERTON ROAD APPROX. 347m LIMIT OF WORKS APPROX. 113m SECTION ROAD LIMIT OF WORKS SOMERTON ROAD AND SECTION ROAD INTERSECTION (IT03) 20.0m ROAD RESERVE 1.7m 0.6m 10.5m 1.7m 5.5m 23.5m ROAD RESERVE 1.5m 4.5m 12.8m 3.2m 1.5m PH MG MW AS SHOWN SOMERTON ROAD AND SECTION ROAD INTERSECTION (IT03) MIE103 A F/PATH TRAFFIC F/PATH BICYCLE TRAFFIC BICYCLE SECTION 1 SCALE- 1:200 - SECTION 2 SCALE- 1:200 - REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE COSTED AREA - RESHEETING ONLY INFRASTRUCTURE - OPINION OF COST IT03 - Somerton Road & Section Road (signalised) Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 4,300 m3 30.00 129,000 1.02 Trim and prepare subgrade to receive sub-base 4,700 m2 1.60 7,520 1.03 Spread and Compact Fill Onsite 430 m3 8.80 3,784 1.04 Tests (Density etc.) 1 Item 10,000.00 10,000 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 530 L.m 52.00 27,560 2.02 Traffic Islands - 200mm thick reinforced 180 m2 80.00 14,400 2.03 Shared Pathway - 125mm thick reinforced 700 m2 51.00 35,700 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 3,200 m2 18.10 57,920 3.02 60mm Thick Asphalt (intermediate course) 3,200 m2 31.70 101,440 3.03 75mm Thick Asphalt (base course) 3,200 m2 33.90 108,480 3.04 Asphalt resheet Type H / V (Class 320) 60mm 1,000 m2 38.40 38,400 3.05 Prime 4,700 m2 3.60 16,920 3.06 150mm CTCR Base 4,700 m2 13.50 63,450 3.07 150mm FCR Base 4,700 m2 9.90 46,530 3.08 200mm Select Sub-base Course 4,700 m2 6.00 28,200 3.09 Subgrade Improvement (allow 20% of area) 940 m2 13.40 12,596 4.00 DRAINAGE WORKS 4.01 AG Drain 530 Lm 31.50 16,695 4.02 Drainage Pits (60m spacing) 11 No. 2,750.00 30,250 4.03 375mm dia RCP (crushed rock backfill) 314 m 240.00 75,456 4.04 375mm dia RCP (earth backfill) 0 m 200.00-4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 20,000.00 20,000 5.02 Regulatory Signage 16 No. 400.00 6,400 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 1 Item 240,000.00 240,000 6.02 Traffic Signal Conduit (incl. allowance for pits) 160 Lm 85.00 13,600 7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 10 No. 6,500.00 65,000 7.02 Street Lighting cabling and conduit 500 Lm 80.00 40,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 5,300 m2 8.30 43,990 8.02 Landscaping (trees) 20 No. 350.00 7,000 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 150,000.00 150,000 Allowance for protection of high pressure 9.02 1 Item 400,000.00 400,000 petroleum pipeline Sub-total $ 1,813,291 Traffic Management 5% $ 90,665 Site Establishment 2.5% $ 45,332 Survey and Design 12.5% $ 226,661 Supervision and Project Management 10% $ 181,329 Contingency 20% $ 362,658 Total Estimated Cost (excl. GST) $ 2,720,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-03 (15 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 06 Nov 2013, 5:28pm GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 45
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. 33.4m ROAD RESERVE 1.50m 3.65m 2.00m 3.29m 10.50m 2.50m 5.00m 1.00m 0.50m 2.00m 1.5m 43.2m ROAD RESERVE 1.5m 3.00m 1.45m 3.50m 10.50m 9.30m 7.00m 7.00m 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER PH MG MW AS SHOWN MICKLEHAM ROAD AND GREENVALE DRIVE EXTENSION INTERSECTION (IT02) MIE102 A 1-2 - & MICKLEHAM ROAD LIMIT OF WORKS APPROX. 123m APPROX. 50m LIMIT OF WORKS LIMIT OF WORKS GREENVALE DRIVE EXTENSION APPROX. 83m GREENVALE DRIVE APPROX. 90m LIMIT OF WORKS MICKLEHAM ROAD MICKLEHAM ROAD AND GREENVALE DRIVE EXTENSION - INTERSECTION (IT02) F/PATH TRAFFIC TRAFFIC MEDIAN TRAFFIC F/PATH BICYCLE TRAFFIC MEDIAN TRAFFIC F/PATH SECTION 1 SCALE- 1:200 - SECTION 2 SCALE- 1:200 - REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE COSTED AREA - RESHEETING ONLY INFRASTRUCTURE - OPINION OF COST IT02 - Mickleham Road & Greenvale Drive Extenstion (signalised) Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 3,100 m3 30.00 93,000 1.02 Trim and prepare subgrade to receive sub-base 3,400 m2 1.60 5,440 1.03 Spread and Compact Fill Onsite 310 m3 8.80 2,728 1.04 Tests (Density etc.) 1 Item 15,000.00 15,000 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 680 L.m 52.00 35,360 2.02 Traffic Islands - 200mm thick reinforced 320 m2 80.00 25,600 2.03 Shared Pathway - 125mm thick reinforced 1,300 m2 51.00 66,300 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 2,600 m2 18.10 47,060 3.02 60mm Thick Asphalt (intermediate course) 2,600 m2 31.70 82,420 3.03 75mm Thick Asphalt (base course) 2,600 m2 33.90 88,140 3.04 Asphalt resheet Type H / V (Class 320) 60mm 6,200 m2 38.40 238,080 3.05 Prime 3,400 m2 3.60 12,240 3.06 150mm CTCR Base 3,400 m2 13.50 45,900 3.07 150mm FCR Base 3,400 m2 9.90 33,660 3.08 200mm Select Sub-base Course 3,400 m2 6.00 20,400 3.09 Subgrade Improvement (allow 20% of area) 680 m2 13.40 9,112 4.00 DRAINAGE WORKS 4.01 AG Drain 680 Lm 31.50 21,420 4.02 Drainage Pits (60m spacing) 8 No. 2,750.00 22,000 4.03 375mm dia RCP (crushed rock backfill) 450 m 240.00 108,000 4.04 375mm dia RCP (earth backfill) 50 m 200.00 10,000 4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 20,000.00 20,000 5.02 Regulatory Signage 32 No. 400.00 12,800 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 1 Item 380,000.00 380,000 6.02 Traffic Signal Conduit (incl. allowance for pits) 160 Lm 85.00 13,600 7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 6 No. 6,500.00 39,000 7.02 Street Lighting cabling and conduit 350 Lm 80.00 28,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 2,300 m2 8.30 19,090 8.02 Landscaping (trees) 12 No. 350.00 4,200 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 160,000 160,000 Sub-total $ 1,661,550 Traffic Management 5% $ 83,078 Site Establishment 2.5% $ 41,539 Survey and Design 12.5% $ 207,694 Supervision and Project Management 10% $ 166,155 Contingency 20% $ 332,310 Total Estimated Cost (excl. GST) $ 2,493,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-02 (14 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 06 Nov 2013, 5:27pm 46 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. PROVIDENCE ROAD LIMIT OF WORKS 2 - FRENCH & 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER 1 - LIMIT OF WORKS APPROX. 131m APPROX. 127m LIMIT OF WORKS MICKLEHAM ROAD MICKLEHAM ROAD AND PROVIDENCE ROAD INTERSECTION (IT06) ROAD RESERVE VARIES VARIES 5.9m 10.50m 3.50m 6.63m 7.00m 27.5m ROAD RESERVE 1.5m 2.5m 10.50m 2.50m 5.00m 1.00m 3.00m 1.50m PH MG MW AS SHOWN MICKLEHAM ROAD AND PROVIDENCE ROAD INTERSECTION (IT06) MIE106 A F/PATH TRAFFIC MEDIAN TRAFFIC BICYCLE F/PATH TRAFFIC TRAFFIC MEDIAN TRAFFIC SECTION 1 SCALE- 1:200 - SECTION 2 SCALE- 1:200 - REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE COSTED AREA - RESHEETING ONLY INFRASTRUCTURE - OPINION OF COST IT06 - Mickleham Road & Providence Road (signalised) Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 3,300 m3 30.00 99,000 1.02 Trim and prepare subgrade to receive sub-base 3,600 m2 1.60 5,760 1.03 Spread and Compact Fill Onsite 330 m3 8.80 2,904 1.04 Tests (Density etc.) 1 Item 15,000.00 15,000 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 660 L.m 52.00 34,320 2.02 Traffic Islands - 200mm thick reinforced 300 m2 80.00 24,000 2.03 Shared Pathway - 125mm thick reinforced 800 m2 51.00 40,800 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 2,700 m2 18.10 48,870 3.02 60mm Thick Asphalt (intermediate course) 2,700 m2 31.70 85,590 3.03 75mm Thick Asphalt (base course) 2,700 m2 33.90 91,530 3.04 Asphalt resheet Type H / V (Class 320) 60mm 2,400 m2 38.40 92,160 3.05 Prime 3,600 m2 3.60 12,960 3.06 150mm CTCR Base 3,600 m2 13.50 48,600 3.07 150mm FCR Base 3,600 m2 9.90 35,640 3.08 200mm Select Sub-base Course 3,600 m2 6.00 21,600 3.09 Subgrade Improvement (allow 20% of area) 720 m2 13.40 9,648 4.00 DRAINAGE WORKS 4.01 AG Drain 660 Lm 31.50 20,790 4.02 Drainage Pits (60m spacing) 8 No. 2,750.00 22,000 4.03 375mm dia RCP (crushed rock backfill) 250 m 240.00 60,000 4.04 375mm dia RCP (earth backfill) 0 m 200.00-4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 20,000.00 20,000 5.02 Regulatory Signage 24 No. 400.00 9,600 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 1 No. 260,000.00 260,000 6.02 Traffic Signal Conduit (incl. allowance for pits) 160 Lm 85.00 13,600 7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 6 No. 6,500.00 39,000 7.02 Street Lighting cabling and conduit 300 Lm 80.00 24,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 1,900 m2 8.30 15,770 8.02 Landscaping (trees) 12 No. 350.00 4,200 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 160,000.00 160,000 Sub-total $ 1,320,342 Traffic Management 5% $ 66,017 Site Establishment 2.5% $ 33,009 Survey and Design 12.5% $ 165,043 Supervision and Project Management 10% $ 132,034 Contingency 20% $ 264,068 Total Estimated Cost (excl. GST) $ 1,981,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-06 (17 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 06 Nov 2013, 5:43pm GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 47
WARNING BEWARE OF UNDERGROUND SERVICES THE LOCATIONS OF UNDERGROUND SERVICES ARE UNKNOWN AND THEIR EXACT POSITION SHOULD BE PROVEN ON SITE. 25.0m 1.5m 2.2m 2.0m11.6m 1.0m 1.0m 2.0m 2.2m 1.5m 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER PH MG MW AS SHOWN BONDS LANE AND EAST-WEST CONNECTOR STREET INTERSECTION (IT01) MIE101 A 1 - & BONDS LANE LIMIT OF WORKS EAST-WEST CONNECTOR STREET APPROX. 53m APPROX. 49m LIMIT OF WORKS LIMIT OF WORKS APPROX. 51m APPROX. 51m LIMIT OF WORKS EAST-WEST CONNECTOR STREET BONDS LANE BONDS LANE AND EAST-WEST CONNECTOR STREET - INTERSECTION (IT01) F/PATH BICYCLE TRAFFIC BICYCLE F/PATH SECTION 1 SCALE- 1:200 - REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 LEGEND COSTED INTERSECTION AREA EXISTING ROAD ROAD RESERVE INFRASTRUCTURE - OPINION OF COST IT01 - Bonds Lane & East West Connector Street Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 3,200 m3 30.00 96,000 1.02 Trim and prepare subgrade to receive sub-base 3,500 m2 1.60 5,600 1.03 Spread and Compact Fill Onsite 320 m3 8.80 2,816 1.04 Tests (Density etc.) 1 Item 5,000.00 5,000 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 670 L.m 52.00 34,840 2.02 Traffic Islands - 200mm thick reinforced 600 m2 80.00 48,000 2.03 Shared Pathway - 125mm thick reinforced 180 m2 51.00 9,180 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 2,300 m2 18.10 41,630 3.02 60mm Thick Asphalt (intermediate course) 2,300 m2 31.70 72,910 3.03 75mm Thick Asphalt (base course) 2,300 m2 33.90 77,970 3.04 Prime 3,500 m2 3.60 12,600 3.05 150mm CTCR Base 3,500 m2 13.50 47,250 3.06 150mm FCR Base 3,500 m2 9.90 34,650 3.07 200mm Select Sub-base Course 3,500 m2 6.00 21,000 3.08 Subgrade Improvement (allow 20% of area) 700 m2 13.40 9,380 4.00 DRAINAGE WORKS 4.01 AG Drain 670 Lm 31.50 21,105 4.02 Drainage Pits (60m spacing) 4 No. 2,750.00 11,000 4.03 375mm dia RCP (crushed rock backfill) 400 m 240.00 96,114 4.04 375mm dia RCP (earth backfill) 0 m 200.00-4.05 Break-in and Connection to Existing Drainage 2 Item 1,500.00 3,000 5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 5,000.00 5,000 5.02 Regulatory Signage 12 No. 400.00 4,800 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 0 Item 380,000.00-6.02 Traffic Signal Conduit (incl. allowance for pits) 0 Lm 85.00-7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 4 No. 6,500.00 26,000 7.02 Street Lighting cabling and conduit 250 Lm 80.00 20,000 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 2,200 m2 8.30 18,260 8.02 Landscaping (trees) 8 No. 350.00 2,800 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 1 Item 200,000.00 200,000 Sub-total $ 926,905 Traffic Management 5% $ 46,345 Site Establishment 2.5% $ 23,173 Survey and Design 12.5% $ 115,863 Supervision and Project Management 10% $ 92,691 Contingency 20% $ 185,381 Total Estimated Cost (excl. GST) $ 1,391,000 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on Traffix G12643N-01 (14 Oct 2013) 5. Pavement design is indicative only, subject to geotechnical investigation and design. 6. The Intersection has been costed for the interim layout 7. Where possible existing pavements will be retained with overlay/re-sheet only TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DESIGNED DRAWN APPROVED SCALE @ A1 PRELIMINARY NOT FOR CONSTRUCTION STATUS TITLE PROJECT No DRAWING No 107912 REV DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 06 Nov 2013, 5:07pm 48 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN
25.0m ROAD RESERVE 1.5m 2.2m 2.0m 1.0m 2.0m 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER 1.5m & F/PATH BICYCLE PARKING TRAFFIC PARKING BICYCLE F/PATH 1.0m 2.2m 2.3m 7.0m 2.3m TYPICAL CROSS SECTION - 25m 'TRANSITIONAL' CONNECTOR STREET TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 INFRASTRUCTURE - OPINION OF COST 25m 'Transitional' Connector Street - ultimate layout Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 1,400 m3 30.00 42,000 Trim and prepare subgrade to receive 1.02 1,500 m2 1.60 2,400 sub-base 1.03 Spread and Compact Fill Onsite 140 m3 8.80 1,232 1.04 Tests (Density etc.) 3 No. 220.00 660 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 200 L.m 52.00 10,400 2.02 Traffic Islands - 200mm thick reinforced 0 m2 80.00-2.03 Shared Pathway - 125mm thick reinforced 700 m2 51.00 35,700 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 1,200 m2 18.10 21,720 3.02 60mm Thick Asphalt (intermediate course) 1,200 m2 31.70 38,040 3.03 75mm Thick Asphalt (base course) 1,200 m2 33.90 40,680 3.04 Prime 1,500 m2 3.60 5,400 3.05 150mm CTCR Base 1,500 m2 13.50 20,250 3.06 150mm FCR Base 1,500 m2 9.90 14,850 3.07 200mm Select Sub-base Course 1,500 m2 6.00 9,000 3.08 Subgrade Improvement (allow 10% of area) 150 m2 13.40 2,010 4.00 DRAINAGE WORKS 4.01 AG Drain 200 Lm 31.50 6,300 4.02 Drainage Pits (70m spacing) 2 No. 2,750.00 4,714 4.03 375mm dia RCP (crushed rock backfill) 120 m 240.00 28,800 4.04 375mm dia RCP (earth backfill) 0 m 200.00-4.05 Break-in and Connection to Existing Drainage 0 Item 1,500.00-5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 500.00 500 5.02 Regulatory Signage 1 No. 400.00 400 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 0 No. 380,000.00-6.02 Traffic Signal Conduit (incl. allowance for pits) 0 Lm 85.00-7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 2 No. 6,500.00 13,000 7.02 Street Lighting cabling and conduit 120 Lm 80.00 9,600 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 640 m2 8.30 5,312 8.02 Landscaping (trees) 3 No. 350.00 1,167 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 0 Item 200,000.00 - Sub-total $ 314,135 Traffic Management 5% $ 15,707 Site Establishment 2.5% $ 7,853 Survey and Design 12.5% $ 39,267 Supervision and Project Management 10% $ 31,413 Contingency 20% $ 62,827 Total Estimated Cost (excl. GST) $ 471,202 Total Length of Road Costed (m) 100 Per m Rate $ 4,712 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on GAA 'Figure 4' 20m 'transitional' connector street - ultimate layout,current at 18-09-2013. 5. Pavement design is indicative only, subject to geotechnical investigation and design. L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DRAWN DESIGNED APPROVED SCALE @ A1 PH MG MW AS SHOWN TITLE STATUS PROJECT No DRAWING No PRELIMINARY NOT FOR CONSTRUCTION TYPICAL ROAD CROSS SECTION 25m 'TRANSITIONAL' CONNECTOR ST 107912 REV MIE107 A DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 01 Nov 2013, 3:45pm GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN 49
20.0m ROAD RESERVE 1.5m 2.2m 40mm DEPTH SIZE 20 TYPE H / V ASPHALT (C320 BINDER) 60mm DEPTH SIZE 20 TYPE SI ASPHALT (C320 BINDER) 75mm DEPTH SIZE 20 TYPE SF ASPHALT (C320 BINDER) 150mm DEPTH SIZE 20 CLASS 2 CEMENT TREATED CRUSHED ROCK 150mm DEPTH SIZE 20 CLASS 2 FINE CRUSHED ROCK 200mm DEPTH SELECT FILL OR STABALISED CLAY CAPPING LAYER 1.5m & F/PATH PARKING TRAFFIC PARKING F/PATH 2.3m 7.0m 2.3m 3.2m TYPICAL CROSS SECTION - 20m 'RESERVE' CONNECTOR STREET TYPICAL PAVEMENT DETAIL WITH KERB AND CHANNEL (HIGH AND LOW SIDE SIMILAR) NOT TO SCALE REV DESCRIPTION BY APP DATE A PRELIMINARY ISSUE MG MW 31.10.13 INFRASTRUCTURE - OPINION OF COST 20m - 'Reserve' Connector Street Sub Total Rate Item Description Quantity Unit ($ excl. ($/unit) GST) 1.00 EARTHWORKS 1.01 Excavation incl. and disposal off site 1,400 m3 30.00 42,000 Trim and prepare subgrade to receive 1.02 1,500 m2 1.60 2,400 sub-base 1.03 Spread and Compact Fill Onsite 140 m3 8.80 1,232 1.04 Tests (Density etc.) 3 No. 220.00 660 2.00 CONCRETE WORKS 2.01 Kerb & Channel (SM1, SM2 & SM3) 200 L.m 52.00 10,400 2.02 Traffic Islands - 200mm thick reinforced 0 m2 80.00-2.03 Shared Pathway - 125mm thick reinforced 300 m2 51.00 15,300 3.00 PAVEMENT WORKS 3.01 40mm Thick Asphalt (wearing course) 1,200 m2 18.10 21,720 3.02 60mm Thick Asphalt (intermediate course) 1,200 m2 31.70 38,040 3.03 75mm Thick Asphalt (base course) 1,200 m2 33.90 40,680 3.04 Prime 1,500 m2 3.60 5,400 3.05 150mm CTCR Base 1,500 m2 13.50 20,250 3.06 150mm FCR Base 1,500 m2 9.90 14,850 3.07 200mm Select Sub-base Course 1,500 m2 6.00 9,000 3.08 Subgrade Improvement (allow 10% of area) 150 m2 13.40 2,010 4.00 DRAINAGE WORKS 4.01 AG Drain 200 Lm 31.50 6,300 4.02 Drainage Pits (70m spacing) 2 No. 2,750.00 4,714 4.03 375mm dia RCP (crushed rock backfill) 120 m 240.00 28,800 4.04 375mm dia RCP (earth backfill) 0 m 200.00-4.05 Break-in and Connection to Existing Drainage 0 Item 1,500.00-5.00 SIGN AND LINEMARKING 5.01 Linemarking (allowance) 1 Item 500.00 500 5.02 Regulatory Signage 1 No. 400.00 400 6.00 TRAFFIC SIGNAL WORKS 6.01 Traffic Signals (incl. 10yr maintenance fee) 0 No. 380,000.00-6.02 Traffic Signal Conduit (incl. allowance for pits) 0 Lm 85.00-7.00 ELECTRICAL WORKS 7.01 Street Light poles @ 50m spacing 2 No. 6,500.00 13,000 7.02 Street Lighting cabling and conduit 120 Lm 80.00 9,600 8.00 LANDSCAPE WORKS 8.01 Landscaping (topsoil and turf only) 540 m2 8.30 4,482 8.02 Landscaping (trees) 3 No. 350.00 1,167 9.00 SERVICE RELOCATION / PROTECTION 9.01 Allowance for relocation of existing services 0 Item 200,000.00 - Sub-total $ 292,905 Traffic Management 5% $ 14,645 Site Establishment 2.5% $ 7,323 Survey and Design 12.5% $ 36,613 Supervision and Project Management 10% $ 29,290 Contingency 20% $ 58,581 Total Estimated Cost (excl. GST) $ 439,357 Total Length of Road Costed (m) 100 Per m Rate $ 4,394 NOTES 1. All costs exclude GST. 2. Costs determined using typical construction rates from similar projects. 3. No allowance has been made for Community Liaison, Cultural Heritage, Flora and Fauna / Net Gain Offsets. 4. Costing based on GAA 'Figure 4' 20m 'reserve' connector street,current at 18-09-2013. 5. Pavement design is indicative only, subject to geotechnical investigation and design. L12, 501 Swanston Street, Melbourne, VIC, Australia 3000 Telephone: (03) 8676 1200 Fax: (03) 8676 1201 www.meinhardtgroup.com A.C.N. 052 275 635 c Copyright METROPOLITAN PLANNING AUTHORITY CLIENT PROJECT NORTH DRAWN DESIGNED APPROVED SCALE @ A1 PH MG MW AS SHOWN TITLE STATUS PROJECT No DRAWING No PRELIMINARY NOT FOR CONSTRUCTION TYPICAL ROAD CROSS SECTION 20m 'RESERVE' CONNECTOR ST 107912 REV MIE108 A DWG FILE: X:\107912 - Greenvale Central DCP Costings GAA\6BIM\6_3 MHT MIE\6_3_2 MHT INF\107912-00-MIE101-109.dwg - MH PLOT TIME: 01 Nov 2013, 3:46pm 50 GREENVALE CENTRAL DEVELOPMENT CONTRIBUTIONS PLAN