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9 Glengarrie Road, Marsden Park
LOT 44 DP262886
Development Application—
Civil Engineering Report
FOR / Civil Engineering Services
CLIENT / John Sinn
DOCUMENT NO / S18032-RPT-C-001 REV /0 DATE / 18/02/2019
bgeeng.com—
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CONTENTS
1 ABBREVIATIONS IV
2 REFERENCED STANDARDS & DOCUMENTATION V
3 INTRODUCTION 6
3.1 Background 6
3.2 Study Scope 6
4 SITE CHARACTERISTICS 7
4.1 Location 7
4.2 Existing Site Information and description 7
4.3 Topography 8
4.4 Water Courses 8
4.5 Flooding 8
4.6 Existing Land Use 8
4.7 Proposed Land Use 8
5 EARTHWORKS 9
5.1 Key Design Criteria 9
5.2 Boundary Conditions 9
5.2.1 General Considerations 9
5.2.2 Northern Boundary 9
5.2.3 Western Boundary 9
5.2.4 Southern Boundary 9
5.2.5 Eastern Boundary 10
6 SITE ACCESS 10
6.1 Site Access 10
7 ROADWORKS 10
7.1 Internal Roads 10
7.2 Road Widths 11
7.3 Road Grading 11
7.4 Drainage 11
7.5 Internal Intersections 11
8 STORMWATER DRAINAGE 11
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8.1 Proposed Drainage Strategy 11
8.1.1 Drainage Strategy 11
8.1.2 External Drainage 12
8.1.3 On-Site Stormwater Detention 13
9 STORMWATER QUALITY 13
9.1 Water Quality Objectives 13
10 STORMWATER QUALITY MANAGEMENT PLAN – CONSTRUCTION PHASE 15
10.1 Objectives 15
10.2 Management of Sedimentation & Erosion 15
10.3 Management of Contaminated Soils 16
10.4 Management of Imported Materials 16
10.5 Monitoring & Maintenance 16
10.6 Responsibility & Reporting 16
11 STORMWATER QUALITY MANAGEMENT PLAN – OPERATIONAL PHASE 17
11.1 Objectives 17
11.2 Performance Requirements 17
11.3 Management Measures 17
11.4 Monitoring & Maintenance 18
11.5 Bio-Retention Monitoring & Maintenance 18
12 UTILITIES SERVICING INFRASTRUCTURE 19
12.1 Potable Water Reticulation 19
12.1.1 Existing Reticulation 19
12.1.2 Proposed Connection 19
12.2 Sewer Reticulation 19
12.2.1 Existing Reticulation 19
12.2.2 Proposed Reticulated Sewer System 19
12.3 Electrical Reticulation 20
12.3.1 Existing Electrical Reticulation 20
12.3.2 Proposed Electrical Reticulation 20
12.4 Telecommunications 20
12.4.1 Existing Telecommunications Reticulation 20
12.4.2 Proposed Telecommunications Reticulation 20
12.5 Gas 20
12.5.1 Existing Gas Reticulation 20
12.5.2 Proposed Gas Reticulation 20
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13 ASSUMPTIONS AND LIMITATIONS 21
14 CONCLUSION 21
APPENDICES
Appendix A Indicative Layout Plan (ILP)
Appendix B DA Pre-Application (PAM) Meeting Minutes
Appendix C Subdivision Plan
Appendix D Topographic Survey
Appendix E Engineering Plans
Appendix F South Street and Glengarrie Road Upgrade Designs
Appendix G MUSIC Model
Appendix H Existing Services Data
Document Control
Revision Date Description Prepared Reviewed Approved
0 18/02/2019 Issued for Approval S. Phatak A. Wallis A. Wallis
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1 ABBREVIATIONS
AEP Annual Exceedance Probability
AMC Antecedent Moisture Condition
ARI Average Recurrence Interval
BMP Best Management Practice
CC Construction Certificate
CP Contributions Plan
DA Development Application
DCP Development Control Plan
DD Design Development
DP Deposited Plan
GPT Gross Pollutant Trap
IFD Intensity-Duration-Frequency
ILP Indicative Layout Plan
LGA Local Government Area
K&G Kerb and Gutter
KO Kerb Only
MUSIC Model for Urban Stormwater Improvement Conceptualisation
OSD On-Site Stormwater Detention
PAM Pre-Application Meeting
PMF Probable Maximum Flood
QUDM Queensland Urban Drainage Manual
RMS Roads and Maritime Services
SEI Stream Erosion Index
SQID’s Stormwater Quality Improvement Devices
TN Total Nitrogen
TP Total Phosphorus
TSS Total Suspended Solids
WSC Water Servicing Coordinator
WCMS Water Cycle Management Strategy Report
WQO Water Quality Objective
WSUD Water Sensitive Urban Design
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2 REFERENCED STANDARDS & DOCUMENTATION
The following documents have been used as part of this review:
1. Blacktown City Council, July 2018, Growth Centre Precincts Development Control Plan (the DCP).
2. Blacktown City Council, November 2011, Growth Centre Precincts Development Control Plan Schedule 3 Marsden Park Industrial.
3. Blacktown City Council, February 2005, Engineering Guide for Development (the Design Specification).
4. DEVELOPER HANDBOOK for WATER SENSITIVE URBAN DESIGN, V1.1, November 2011
5. BMT WBM Pty Ltd, August 2010, Draft NSW MUSIC Modelling Guidelines
6. Water by Design, 2010, Music Modelling Guidelines
7. Department of Energy and Water Supply, Third Edition 2013, Queensland Urban Drainage Manual
8. Landcom, 4th Edition 2004, Managing Urban Stormwater Soils and Construction
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3 INTRODUCTION
3.1 Background
John Sinn has commissioned BG&E to prepare the engineering road and drainage design for the proposed subdivision of 9 Glengarrie Road, Marsden Park (Lot 44 DP262886), referred to as “the subject site” from hereafter. Figure 1 shows the location and characteristics of the development site.
The site is located within the North-West Growth Centre’s Marsden Park Industrial Precinct (the Precinct). The precinct is approximately 560 hectares and is bounded by Marsden Park Precinct to the north and west, Bells Creek to the east and future Castlereagh Freeway corridor to the south.
The Precinct is characterised as a mixed use employment generating area, to be used for industrial, business park and commercial use. The precinct also contains some medium and low density residential areas in the vicinity of future Marsden Park Town Centre.
The Indicative Layout Plan (ILP) for the Precinct is attached as Appendix A, which shows the context of the site within the Precinct.
A Development Application Pre-application Meeting (PAM) was held with Council on Thursday 12th April 2018. Minutes are attached as Appendix B.
This development proposes approximately 84 residential lots. The proposed layout has been has been attached as Appendix C.
The scope of this report will encompass the roads, earthworks, retaining walls, utility services and
infrastructure associated with the development.
3.2 Study Scope
The study scope in general, is to produce a civil engineering report for the proposed concept design of 9
Glengarrie Road. The following tasks have been undertaken to complete this study:
Review of standards, codes, policies and relevant Council reports, consultant reports and relevant planning instruments;
Generation of a bulk earthworks plan;
Preparation of concept road and drainage engineering plans;
Determination of the stormwater quantity and quality requirements;
Produce a concept engineering services design including stormwater drainage;
Preparation of a sediment and erosion control plan.
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4 SITE CHARACTERISTICS
4.1 Location
The site is located within the suburb of Marsden Park in north-western Sydney, within Blacktown City Council (Council) Local Government Area (LGA). The region consists of a mix of industrial, commercial and residential areas in the vicinity of the Marsden Park Town Centre, located with the Marsden Park precinct.
Figure 1 - Site Location
4.2 Existing Site Information and description
The subject site is described as Lot 44 DP262886. The street address is 9 Glengarrie Road, Marsden park, NSW 2765, covering an area of approximately 10.2 ha. The site is currently occupied by a single residential dwelling, with the remainder of the lot being predominately open space. The lot also contains an existing rural dam along the southern site boundary.
The following documents, sources and information have been used to the subject site in its current state.
Detailed survey undertaken by LTS Lockley on 16th May 2017 – Reference 44682DT;
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4.3 Topography
The site generally falls to the south west, with a low point located on the western boundary. The site has an approximate gradient of 3.7%, with a maximum grade of approximately 5%. The existing site levels range from 30.47m AHD to 43.0m AHD. Refer to the topographical survey attached as Appendix D for further detail.
4.4 Water Courses
The site currently does not possess a formalised drainage network. The site naturally sheet flows in a south-westerly direction towards an existing farm dam, located along the southern boundary. An investigation of the survey shows that the existing dam overflows via a break along the existing northern embankment, with the flows conveyed via a natural channel towards the western boundary.
4.5 Flooding
The site is not mapped as flood prone.
4.6 Existing Land Use
The site is currently used for rural residential use.
4.7 Proposed Land Use
The subject site has been zoned as a mix of R2, low density residential, SP2 local drainage and E2, environmental conservation. Roads, earthworks and utility services are proposed to facilitate a number of residential dwellings (84 lots) located within the R2 zoned land. Refer to the lot layout prepared by Dickson Rothschild for further detail.
The SP2 zoned land, within the site has been allocated for development as a future regional basin, L1.1, as per Contributions Plan 21, Marsden Park. The design intends to use the SP2 zoned land for use as a temporary detention and water quality basin for the subject development.
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5 EARTHWORKS
The following section discusses the proposed earthworks strategy for the site. These criteria and boundary conditions describe the controlling factors within the earthworks design. The proposed earthworks design can be seen in the engineering plans attached as Appendix E.
5.1 Key Design Criteria
The key earthworks design criteria are as follows:
1. Contain proposed earthworks within the subject site as far as practicably possible;
2. No detrimental impacts upon existing, adjacent properties, easements or structures; and
3. No earthworks encroaching into the E2, environmental protection zone.
A desirable minimum longitudinal road grade of 1% has been adopted in accordance with the Council’s Design Specification (Blacktown City Council, 2005, Engineering Guide for Development), Table 3.6, referred to as the Design Specification hereafter. The absolute minimum road gradient shall be 0.7%.
5.2 Boundary Conditions
The following boundary conditions have been adopted at each boundary interface. These boundary conditions, in conjunction with the key design criteria discussed above forms the basis of the bulk earthworks design.
5.2.1 General Considerations
There are a number of site constraints that will influence the degree of earthworks required on the site. These are discussed as follows:
The current proposal requires approximately 18,000 cu.m of cut, and 17,500 cu.m of fill, resulting in 17,500 cu.m of cut-to-fill, and an excess of 700 cu.m. Earthworks volumes have been calculated from the finished surface level to the existing surface. No allowance for bulking, filling of the existing dams, topsoil stripping, topsoil replacement, road boxing, or drainage and utility trenches. Detailed earthworks calculations will be undertaken at construction certificate stage.
5.2.2 Northern Boundary
The site lies in the north western corner of the Precinct, with the northern site boundary representing the Precinct boundary. The adjoining property, 17-25 Glengarrie Road, along the northern boundary has been approved for a subdivision DA. The design intends to match the levels at the shared property boundary.
5.2.3 Western Boundary
The western site boundary represents the precinct boundary for Marsden Park Industrial Precinct. It currently exists as vegetated bushland, zoned as E2 environmental protection and riparian corridor. The design intends to avoid any works within this zone.
5.2.4 Southern Boundary
The southern boundary is a mixture of E2 riparian corridor, SP2 drainage corridor and R2 low density residential land. The design intends to match existing ground levels by the means of a batter at the site boundary. The subject development aims to avoid any earthworks in the E2 zoned land.
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There is an existing road, Bramall Avenue, entering the subject site from the south. The design matches the alignment and levels of the existing road at the property boundary.
5.2.5 Eastern Boundary
The eastern boundary of the subject site interfaces with existing South Street and existing Glengarrie Road. The Precinct DCP has nominated South Street to be upgraded to a collector Road and Glengarrie Road to be upgraded to an arterial road. The road upgrades involve road acquisition ranging from 3.5m wide to 12.5m wide. The design intends to match proposed back of verge levels from the proposed road upgrades.
The following data has been used as a basis for design for the interface with the road upgrades:
1. Glengarrie Road: 12d Model for proposed Glengarrie Road upgrade; 2. South Street: Preliminary road design pdf, prepared by SMEC.
The Road upgrade designs have been attached for reference in Appendix F.
6 SITE ACCESS
6.1 Site Access
The site frontage along Glengarrie Road does not contain any formalised kerb, driveway or drainage infrastructure. The site access for the development is proposed via the existing unsealed driveway belonging the existing dwelling at 9 Glengarrie Road.
As mentioned in Section 5.2.4, there is an existing road, Bramell Avenue, entering the site at the southern boundary. This is proposed as an alternate access to the site during the construction phase.
7 ROADWORKS
7.1 Internal Roads
Figure 3.1 of Schedule 3 – Marsden Park Industrial Precinct of the DCP nominates the proposed street types within the Precinct. The DCP nominates the roads with the subject site to be Residential Roads. The DCP, however does not nominate a typical section for this road type. Figure 3.12 from The Blacktown City Council Growth Centre Precincts DCP has been used as a reference to design Roads 1, 2, 3 and 4, within the subject site as Local Streets. A typical cross section for the proposed roads has been provided in Section 7.2 below.
All roads have been designed for 60 km/h with an assumed posted speed of 50 km/h.
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7.2 Road Widths
The following road widths have been adopted for the proposed internal local roads:
Road No. Verge
(m) Carriageway
(m) Verge
(m)
Road Reserve Width
(m)
Kerb Profile
DCP Local Street 3.5 9.0 3.5 16.0 RK1
Table 1: Road Widths
Notes:
1. Western kerb for Road 4, adjacent to the reserve, will be K&G
7.3 Road Grading
The roads have been designed to minimise the grade on roads where possible, with an appreciation of the existing roads, site levels and adjoining developments. All roads have an absolute minimum grade of 0.7%, with a desirable minimum of 1%. Minimum vertical curve lengths have been adopted from Table 3.7 from Council’s Design Specification. A minimum vertical curve length of 25m for local streets has been adopted, and a minimum 6m vertical curve length at junctions.
Proposed Road 4 runs along the western edge of the subdivision to connect to Bramall Avenue at the southern boundary. Road 4 has been graded at 0.7% minimum, to enable the site to grade towards the existing drainage infrastructure in Bramall Avenue, in accordance with Council’s Precinct catchment strategy.
7.4 Drainage
All roads within the site have been graded in a manner consistent with the overall Precinct drainage strategy.
7.5 Internal Intersections
All internal intersections within the site will be designed to be in accordance with Council’s Engineering Design Guidelines. Local intersections shall have a kerb return radius of 8.5m at the nominal kerb line, and a minimum boundary splay of 5m x 5m.
8 STORMWATER DRAINAGE
8.1 Proposed Drainage Strategy
8.1.1 Drainage Strategy
The stormwater drainage design will be carried out in accordance with Council’s Engineering Design Guidelines to meet the requirements for stormwater conveyance, detention and Water Sensitive Urban Design (WSUD).
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The catchment area for the subject site is identified to be 4.2ha. The piped drainage will be designed to convey the 5 year ARI minor storm event (as the ultimate catchment for the site is less than 6 Ha in accordance with Section 1.1 of Council’s Engineering Guidelines) with the road carriageway used to convey excess flows generated in the 100 year ARI major storm event (i.e. gap flows). The proposed drainage network has been developed to connect to existing Council infrastructure along Bramall Avenue as the ultimate development scenario. In the interim, until Council’s regional WSUD and detention basin infrastructure is developed, the drainage for the subject site has been designed to temporarily convey stormwater from the subject site towards a temporary WSUD and temporary On-Site Stormwater Detention basin to be located within the SP2 zoned land on site.
The concept drainage layout can be found in the engineering plans in Appendix E.
8.1.2 External Drainage
The site is identified to be located within regional catchment SWQ4, part of Little Creek catchments, in the Precinct’s Section 94 Contributions Plan12 (Refer Figure 2). A study of the regional catchment plan and the topographic survey indicates that the site generally sits at the top of the catchment, with no significant external flows entering and conveying through the site.
Figure 2: Marsden Park Industrial Precinct Regional Catchments
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8.1.3 On-Site Stormwater Detention
BG&E have been informed by Council that the development falls into the catchment of a future planned regional detention basin. The precinct’s Section 94 Contributions Plan 21 indicates that in a fully developed scenario, the site will be drained towards a regional WSUD basin L1.2 and detention basin L1.1. As such, ultimately there will be no requirement for permanent On-Site Stormwater Detention (OSD) within the site.
However Council has requested that temporary OSD be provided until such time that the downstream regional basins are commissioned.
Council have advised that the temporary OSD must be sized using the supplied Deemed to Comply Tool. Volumes. Information for the proposed OSD basin can be found on engineering plans attached as Appendix E.
BG&E have proposed an above ground basin to provide the required OSD storage. As discussed with Council (PAM minutes Appendix B), the basin is proposed to be located within the SP2 local drainage zone, at the site of the existing farm dam along the southern site boundary.
9 STORMWATER QUALITY
9.1 Water Quality Objectives
The proposed development has been designed to incorporate the Council’s Water Sensitive Urban Design (WSUD) measures by providing a temporary bio-retention basin within the temporary OSD basin. The temporary bio retention basin aims to achieve pollutant reductions target as mentioned below. To maintain the necessary sediment control measures, in the initial stages of development, the bio retention filter media will not be installed, with the basin utilised as a sediment basin. This will be converted to a bio retention basin once all dwellings within the catchment are constructed
Council’s water quality reduction targets as shown in Table 4.1 of the DCP, Part J are as follows:
85% reduction for Total Suspended Solids (TSS);
65% reduction for Total Phosphorous (TP);
45% reduction for Total Nitrogen (TN); and
90% reduction for Gross Pollutants. In the ultimate scenario, the temporary bio retention basin will be replaced by regional water quality basin L1.2, as per Council’s Section 94 Contributions Plan 21.
The bio retention filter media requirements for the development we determined by the use of the software, MUSIC. Blacktown City Council’s MUSIC-link feature was used to enable MUSIC to use appropriate rainfall and evapotranspiration data. Council’s ‘DEVELOPER HANDBOOK for WATER SENSITIVE URBAN DESIGN’ was used to determine appropriate parameters for the various source nodes and treatment nodes within MUSIC. The treatment train developed is shown below and the model has been attached as Appendix G.
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Figure 3: MUSIC Model Treatment Train
The MUSIC model developed achieves the Council’s pollution reduction targets and the and a summary of the results is shown in the figure below.
Figure 4: MUSIC Results
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10 STORMWATER QUALITY MANAGEMENT PLAN – CONSTRUCTION PHASE
10.1 Objectives
The objective of the Construction Phase Management Plan is to ensure compliance with the DCP. The purpose of the management plan is to prevent the discharge of polluted stormwater off the site and to ensure that the environmental values of receiving waters are maintained or enhanced.
Pollutants typically generated during the Construction Phase are outlined in Table 2.
Pollutant Sources
Litter Paper, construction packaging, food packaging, cement bags, off-cuts.
Sediment Unprotected exposed soils and stockpiles during earthworks and building.
Hydrocarbons Fuel and oil spills, leaks from construction equipment.
Toxic materials Cement slurry, asphalt prime, solvents, cleaning agents, wash waters (e.g. from tile works).
pH altering substances
Acid sulfate soils, cement slurry and wash waters.
Table 2: Typical Construction Phase Pollutants
As a guide refer to the Water By Design Construction and Establishment Guidelines Version 1.1, April 2010 for the construction and establishment of the proposed stormwater treatment devices.
10.2 Management of Sedimentation & Erosion
A siltation and erosion fence is to be erected. It is expected that the siltation fence along the perimeter of the site will eliminate almost all risk of sediment being washed off the site. Accidental spills of soil or any other material shall be removed immediately if rainfall is likely to occur or at least upon completion of the days’ work depending upon the material.
Entry and exit from the site will be restricted to a single stabilised location to minimise the risk of tracking sediment over the site. It is expected that a layer of crushed rock will provide the necessary stabilisation for the access route. A specific area on the site shall be designated for washing down construction plant. The wash-down area will be contained by earth bunds. There will be no waste water discharged from the site during construction.
Conceptual details of the control measures to be implemented during construction are presented in Appendix E. The details of the erosion and sediment control devices are to be confirmed during the Construction Certificate phase.
Sediment and erosion control measures, including the design of temporary sediment basins during construction will be in accordance with Managing Urban Stormwater Soils and Construction, (Landcom 2004) (The Blue Book).
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10.3 Management of Contaminated Soils
The site is not listed as having Acid Sulfate Soils or Contaminated Land. However in the event that Acid Sulfate Soils or Contaminated Land is found on site, a management plan is to be implemented and maintained by a suitably qualified professional.
10.4 Management of Imported Materials
Any material imported onto the site (including construction materials) will be stockpiled in a location where it cannot contaminate stormwater runoff.
10.5 Monitoring & Maintenance
Silt traps, sediment fences and structural measures should be checked daily during construction by the Construction Manager. Inspections will ensure the integrity of control structures and other structural measures. Additional inspections will be required immediately following periods of heavy rain. Sediment build-up is to be removed from behind the silt fences and other barriers immediately after each major rainfall event. All noted stormwater treatment devices within this report are to be inspected, maintained, rectified and reported on in accordance with Blacktown City Council’s requirements. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 (February 2012) manual for a guide.
10.6 Responsibility & Reporting
Performance monitoring of all drainage control measures along with erosion and sediment control devices will remain the responsibility of the contractor. Site inspection forms/checklists shall be reported to the Construction Manager following inspection of water quality devices/measures. The contractor should erect signage at the entrance to the site with contact information (including after-hours contact information). The contractor shall be responsible for the appropriate handling of all complaints.
The contractor is to report on all stormwater quality treatment devices in accordance with Blacktown City Council requirements. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1, February (2012) manual for a guide.
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11 STORMWATER QUALITY MANAGEMENT PLAN – OPERATIONAL PHASE
11.1 Objectives
Pollutant reduction values are outlined in Table 3.
Pollutant Indicator Pollutant Reduction
Total Suspended Solids 85%
Total Phosphorous 65%
Total Nitrogen 45%
Gross Pollutants 90%
Table 3: Operational (Permanent) Water Quality Objectives
11.2 Performance Requirements
Performance requirements for the Management Plan are in accordance with Blacktown City Council and New South Wales Department of Environment Marine Water Quality Objectives, and notable the following:
The reduction of dust and particulate matter being washed into the stormwater drainage system; and
The prevention of hydrocarbons, nutrients, chemicals and heavy metals washed from the stormwater drainage system to the external catchment.
11.3 Management Measures
The majority of the site will either be sealed or landscaped following development. The amount of sediment likely to be generated by a mulched and watered landscape area is considered to be minimal.
Gross pollutants such as paper and plastic waste will be prevented from entering the stormwater drainage system by the installation of grates to all stormwater inlets.
All stormwater pipes will be fully sealed and no contaminants will be able to enter the stormwater system from the roof catchment area or through infiltration into the stormwater pipes constructed below the ground.
Dust and particulate matter washed into the stormwater system will be reduced by regular sweeping and removal from car parking and vehicle service areas.
Dangerous goods will be stored in properly designed and constructed storage areas as required by the relevant statutory requirements.
All noted stormwater treatment devices noted within this report are to be inspected, maintained, rectified and reported on in accordance with Blacktown City Council requirements Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 ( February 2012) manual for a guide.
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11.4 Monitoring & Maintenance
Figure 8 outlines the required inspected and maintenance frequency for each stormwater treatment device. The site is believed to be within a “Temperate” area. Inspections and maintenance is to be carried out in accordance with Blacktown City Council’s requirements.
Figure 5: Typical Maintenance Regime
(Source: Water By Design Maintaining Vegetated Stormwater Assets Version 1, 2012)
11.5 Bio-Retention Monitoring & Maintenance
The proposed bio-retention basins detailed within the report are to be inspected, maintained, reported on and rectified in accordance with Blacktown City Council. Refer to the Water By Design Maintaining Vegetated Stormwater Assets Version 1 (February 2012) – Section 3.2, Bio-Retention Technical Design Guidelines Version 1, October 2012 and the Facility for Advanced Water Biofiltration Bio-Retention Maintenance Plan for guidance. The filter media located within each bio-retention basin is to be tested in accordance with the FAWB Practice Note 1: In Situ Monitoring of Hydraulic Conductivity. The resulting filter media hydraulic conductivity is to be assessed against the FAWB recommended filter media hydraulic conductivity chart, shown in Figure 9:
Figure 6: FAWB Recommended Filter Media Hydraulic Conductivity
In the event that the hydraulic conductivity for the filter media is not within the recommended range, the bio-retention system is to be rectified in accordance Blacktown City Council requirements.
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12 UTILITIES SERVICING INFRASTRUCTURE
Pursuant to the State Environmental Planning Policy (Sydney Region Growth Centres) 2006, Appendix 14, Clause 7.1 Council must be satisfied that any public utility infrastructure that is essential for the proposed development is available or that adequate arrangements have been made to make that infrastructure available when it is required.
A public utility infrastructure includes infrastructure for any of the following:
(a) the supply of water, (b) the supply of electricity, (c) the disposal and management of sewage.
The following section presents a discussion of how it is proposed to service the development. Existing utility services are attached as Appendix H.
12.1 Potable Water Reticulation
12.1.1 Existing Reticulation
The site is unlikely to be currently serviced by a Sydney Water main. Based upon Dial Before You Dig Information, potable water mains are present in the site frontage and can be serviced by either:
1. 200mm PVC main in South Street; or 2. Water mains that have been extended along Glengarrie Road to provide lead-in to the Rawson
homes site at the end of Glengarrie Road.
12.1.2 Proposed Connection
It is proposed to service the site with potable water from the lead-in to that has been extended along Glengarrie Road for the Rawson Homes subdivision, or by providing a potable water lead-in along Glengarrie Road from South Street to the proposed intersection for the subdivision. It is also likely that Sydney Water will require the internal subdivision water mains to be connected to the water mains currently available in Bramall Avenue. A detailed potable water reticulation design will be undertaken at Construction Certificate stage.
Refer to Appendix H for a plan of the existing services.
12.2 Sewer Reticulation
12.2.1 Existing Reticulation
The subject site does not contain an existing Sydney Water sewer main, however the neighbouring development on South Street includes a 150mm diameter sewer on Bramall avenue that has been constructed to the boundary of the development site. Refer to Appendix H for further details.
12.2.2 Proposed Reticulated Sewer System
It is proposed to service the site from the abovementioned sewer main via a connection to the existing sewer in Bramall Avenue. It should be noted that the existing sewer has 1.5m depth, which will require the sewer to be constructed at a low grade. All waste water works will be to the requirements of Sydney Water. A detailed waste water reticulation design will be undertaken at Construction Certificate stage.
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12.3 Electrical Reticulation
12.3.1 Existing Electrical Reticulation
The site is currently supplied by Endeavour Energy overhead power from the eastern verge of Glengarrie Road.
12.3.2 Proposed Electrical Reticulation
It is proposed to service the site by connecting to the existing overhead high voltage electricity in Glengarrie Road. For a subdivision of 80 lots it is likely that two electrical substations will be required in the development site to provide low voltage electricity to the subdivision. A detailed electrical reticulation design will be provided at Construction Certificate stage.
12.4 Telecommunications
12.4.1 Existing Telecommunications Reticulation
The site is currently serviced by the overhead Telstra line located on the Eastern side of Glengarrie Road along the site frontage. A Dial Before You Dig inquiry did not show that underground NBN is available, however a connection inquiry revealed that NBN is available in the adjoining residential development on South Street.
12.4.2 Proposed Telecommunications Reticulation
The site is within a growth precinct and NBN will commit to ensuring the site has connection to the network. The likely connection to the development will be by underground NBN, potentially available by the time NBN approval is provided or by extending a lead-in to the site from South Street, used to service the adjoining development to the south.
12.5 Gas
12.5.1 Existing Gas Reticulation
The site is serviced by an existing 110mm diameter gas main on the northern verge of South Street. Another 160mm diameter gas main is located on the eastern verge of Glengarrie Road. Refer to Appendix H for the Dial Before You Dig Results.
12.5.2 Proposed Gas Reticulation
It is proposed for the site to be serviced by a connection to the existing 160 mm gas main from Glengarrie Road, as this is the location of the proposed intersection. A detailed natural gas reticulation design will be undertaken by Jemena during Construction Certificate stage.
34-42 TALLAWONG ROAD, ROUSE HILL S18032-RPT-C-001_0.docx / Rev 1 / Date 11/05/18 Page 21
13 ASSUMPTIONS AND LIMITATIONS
The following assumptions and limitations have been made for the engineering design:
The contents of this report are not to be construed for detailed design and are provided to form an engineering basis for the development. Detailed design should be undertaken with consideration to this report.
This report: has been prepared by BG&E for John Sinn and may only be used and relied on by John Sinn for the purpose agreed between BG&E and John Sinn as set out in this report.
BG&E otherwise disclaims responsibility to any person other than John Sinn arising in connection with this report. BG&E also excludes implied warranties and conditions, to the extent legally permissible.
The services undertaken by BG&E in connection with preparing this report were limited to those specifically detailed in the report and are subject to the scope limitations set out in the report.
The opinions, conclusions and any recommendations in this report are based on conditions encountered and information reviewed at the date of preparation of the report. BG&E has no responsibility or obligation to update this report to account for events or changes occurring subsequent to the date that the report was prepared.
The opinions, conclusions and any recommendations in this report are based on assumptions made by BG&E described in this report BGE disclaims liability arising from any of the assumptions being incorrect.
BG&E has prepared this report on the basis of information provided by John Sinn and others who provided information, which BG&E has not independently verified or checked beyond the agreed scope of work. BG&E does not accept liability in connection with such unverified information, including errors and omissions in the report which were caused by errors or omissions in that information.
14 CONCLUSION
Provision of earthworks, road, and stormwater drainage for 9 Glengarrie Road is planned to be provided in accordance with Blacktown City Council’s design and construction specifications and the DCP to facilitate residential development.
APPENDIX A
Indicative Layout Plan (ILP)
Schedule Three – Marsden Park Industrial Precinct Page 1
Figure 2.1: Precinct Indicative Layout Plan
APPENDIX B
DA Pre-Application (PAM) Meeting Minutes
APPENDIX C
Subdivision Plan
APPENDIX D
Topographic Survey
APPENDIX E
Engineering Plans
APPENDIX F
South Street and Glengarrie Road Upgrade Designs
APPENDIX G
MUSIC Model
APPENDIX H
Existing Services Data
WARNING
• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.
• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.
• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.
• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.
• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.
• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.
• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.
• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.
• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.
INFORMATION PROVIDED BY ENDEAVOUR ENERGY
• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.
• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.
• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.
• All enquiry details and results are kept in a register.
DISCLAIMER
Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.
LEGEND
NOT TO SCALE
DBYD Sequence No.:
Issued Date:
Cadastre: © Land and Property Information 2015, 2016
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47
144877
144875
144879
1448
46
1448
45
1448
48
1448
67
1448
66
144884
144882
1448
65
144880
1448
63
1448
51
1448
50
144888
144891
1448
62
144895
144893
1448
64
1448
49
144890
144886
1448
52
144896
144898
1448
53
1448
60
1448
61
144894
144892
144899
1448
54
1448
55
144856
144857
1448
58
1448
59
144897
928786
941934
928819928814
928785
928784
9288
20
928813 9288
10
9288
11
941935
928818
9287
91
928816
928790928789
928817
928788
928787
928815
928824
928822
928823
9287
93
9287
94
9287
92
928825
928826
9288
07
9288
08
9288
09
928821
9288
06
9288
04
9288
05
9287
96
9287
95
928827
928828
928829
9288
03
928802
928832
928831
928830
9287
97
9287
98
928799
928800
928801
(CAT HOLE)
(CAT HOLE)
(CAT HOLE)
(CA
T HO
LE)
0.9
UNK COV
UN
K C
OV
0.9
0.9
UN
K C
OV
507293
507293
507293
507293
507293
507293
507293
507293
507293
507293
507293
504262
507293
507293
507293
507293
507293
507293507293
507293
507293
507293
502457
502456
507293
507293
507293
507293
507293
507293
507293
507293507293
507293
502457
502457
502457
502457
502457
502456
506257
506257
506257
506257
506256
502457
502457
502457
502457
502457
502456
502456
502457
502457
502457
502457502457
502457
502456
502457
502457
502457502457
502457
502457
502457
502457
502456
502456
502456
502457
502457
502457
502456
502456
502457502457
502457
502457
502457
502457
502457
502457
502457
502457502457
502457
502457
502457
502457
502457
502457
502456
502457
502457
502457
502457
502457
502457
502456
502456
502457
502457
502457
502457
502457
502457
502457
502457
502456
502457
502457
502457
502457502457
502457
502457
502457
502457
502457
502457
502456
502456
502457502457
502457
502457
502457 502457502457
502457
502457502457
502457
502457
502456502456
502457
502457
502457
502457
502457
502457
502457
502457
502456
502457
502457502457
502456502456
502457
502456
502457
502457
502457
502457
502457
502457
502457
502457
502457
502457
502457
502456
502456
502457502457
502457
502457
502457
502457
502457
502457
502457
502457502457 502457
502456
1
2 3
4 5 6 7 8
9 10 11 12
13
Overvie
w
79214581
15/01/2019
WARNING
• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.
• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.
• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.
• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.
• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.
• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.
• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.
• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.
• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.
INFORMATION PROVIDED BY ENDEAVOUR ENERGY
• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.
• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.
• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.
• All enquiry details and results are kept in a register.
DISCLAIMER
Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.
LEGEND
NOT TO SCALE
DBYD Sequence No.:
Issued Date:
Cadastre: © Land and Property Information 2015, 2016
Y58Y58
Y58
Z46
Y58
Y58
Z46
Y58
Y58Y58
Z46
Y58
Y58Y58
Y58 Z46
Y58Y58Y58 Z46
Y58
Y58Y58
Y58
Z46
CO
NC
RET
E
ENC
ASED
CO
NC
RE
TE
EN
CA
SE
D
CO
NC
RE
TE
EN
CA
SE
D
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
M
M
C
C
MC
C
C
M
M
MC
(CAT HOLE)
(CA
T HO
LE)
UN
K C
OV
507293
507293
507293
507293
507293
507293
1
2 3
7 8
79214581
15/01/2019
WARNING
• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.
• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.
• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.
• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.
• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.
• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.
• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.
• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.
• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.
INFORMATION PROVIDED BY ENDEAVOUR ENERGY
• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.
• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.
• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.
• All enquiry details and results are kept in a register.
DISCLAIMER
Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.
LEGEND
NOT TO SCALE
DBYD Sequence No.:
Issued Date:
Cadastre: © Land and Property Information 2015, 2016
PP
u
u
u u
u
u
$
$
$
$
$
$$
$
$
35413
35414
T84 R7T84
T84T84
T84
T84
U72U72
R7
U72
T84
T84
T84
T84
U72
P24
U72
T84
T84
U72
T84
T84
U72
R7R4
U72U72
U72
U72
T84
R7
T84
T84
T84U72U72
U72U72 T84
U72U72T84
T84U72U72
T84
R7
U72
T84
T84
R4
R7T84
U72U72
U72
T84U72U72
T84
T84
GOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDE
GOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDE
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
TBE
RN
ABEU
ST
BER
NAB
EU S
T
GOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDE
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
TAU
BUSS
ON
ST
AUBU
SSO
N S
T
11-
32//1
2242
67
13-33//1224267
15-34//1224267
4- 35//1
2242
67
6- 36//1
2242
67
8- 37//1
2242
67
10-
38//1
2242
67
17-
59//1224267
9- 54//1
2242
677- 55
//122
4267
5- 56//1
2242
673- 57
//122
4267
4- 63//1
2242
67
6- 64//1
2242
67
8- 65//1
2242
67
11-
53//1
2242
67
10-
66//1
2242
67
-157//1224267
19-
58//1
2242
6725-60//1224267
23-61//1224267
21-
62//1
2242
67
27-85//1224267
3- 83//1
2242
67
5- 82//1
2242
6729
-84
//122
4267
31-
88//1
2242
67
11-
79//1
2242
679- 80
//122
4267
7- 81//1
2242
67
33-87//1224267
D
D
B D
DB
D
D
D
B
DB
D
D
D
D
D
DDB
D
DB
B D DB
D
D
D
502457502457
502457144873
1448
67
1448
66
144884
144882
1448
65
144880144888
1448
64
144886
928813
928826
9288
07
9288
08
9288
09
928821
502457
502457
502457502457
502457
502457
502457
502457
502457
502456
502457
502457
502457
502457
502457502457502457
502457
502457
502457
502457
502457
502456
502456
502457
5 6 7
10 11 12
79214581
15/01/2019
WARNING
• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.
• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.
• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.
• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.
• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.
• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.
• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.
• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.
• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.
INFORMATION PROVIDED BY ENDEAVOUR ENERGY
• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.
• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.
• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.
• All enquiry details and results are kept in a register.
DISCLAIMER
Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.
LEGEND
NOT TO SCALE
DBYD Sequence No.:
Issued Date:
Cadastre: © Land and Property Information 2015, 2016
°
P
u
u
u
u
u
u
u
u
u
u
u
°JO
INT
BA
Y
EARTHPIT
FIBREPIT
$
$
$
$
$
$
$
$
°
35414
Y58
Z46 Z46
Y58Y58 Z46
Y58Y58
Y58
Z46
Z46Y58Y58 Y58
Z46Y58Y58Y58
T84
R7
U72
T84
U72
R7
T84
U72
T84
U72
U72
R7
T84U72R7 T84
R7
T84 U72
T84
T84R7
T84
R7
T84
R7 T84
T84 R7T84
T84T84
R7T84
U72
U72
T84
T84
R7
R4
T84
R7
R7
T84
T84
T84
T84
U72U72
R7
U72
T84
T84
U72T84
T84
T84
U72
P24
U72
T84
T84
U72
T84
T84
U72
6xEARTH CABLES
1.3P
L
(MGA ACC)
(MG
A D
E)
(MGA DE)
(MG
A D
E)
UN
K L
OC
1.0P
L
1.3P
L
(MG
A A
CC
UR
AT
E)
1.1P
L
0.9PL
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
BRAM
ALL
AVE
GOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDE
VEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS STVEVERS ST
GOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDEGOODISON PDE
- 3//1
2242
67
-1/
/122
4267
-2/
/122
4267
- 4//1
2242
67
-5//1224267
8- 204/
/123
4532
8- 11//1
2242
67
1- 8//1
2242
67
5-6//1224267 3-
7//1224267
4-9//1224267
6- 10//1
2242
67
7-31//1224267
5- 28//1
2242
67
3-29//1224267
9- 30//1
2242
67
7- 27//1
2242
67
11-
32//1
2242
67
13-33//1224267
15-34//1224267
4- 35//1
2242
67
6- 36//1
2242
67
8- 37//1
2242
67
10-
38//1
2242
67
M
C
C
C
C M
MC
MC
D
DB
B
DB
DB
DB
D
DB
DB
BD
DB
D
DBD
BD
BD
B D
D
D
DB
D
B D
DB
D
D
D
DB
DB
D
506257
506257
502457
502457
144873
1448
68
1448
69
144841
144840
151556
151555
1448
67
928786
941934
928819928814
928785
92878492
8820
928813
9288
10
9288
11
941935
UNK COV
UN
K C
OV
507293
502457
502456
507293
507293
507293
507293
507293
502457
506257
506257
506257
506257
506256
502457
502457
502457
502457
502457
502457
502457502457
502457
502457
502457
502457
502456
502456
502457
502457502457
502457
502457
502457
502457
2
6 7 8
11 12
79214581
15/01/2019
WARNING
• All electrical apparatus shall be regarded as live until proved de-energised. Contact with live electrical apparatus will cause severe injury or death.
• In accordance with the Electricity Supply Act 1995, you are obliged to report any damage to Endeavour Energy Assets immediately by calling 131 003.
• The customer must obtain a new set of plans from Endeavour Energy if work has not been started or completed within twenty (20) working days of the original plan issue date.
• The customer must contact Endeavour Energy if any of the plans provided have blank pages, as some underground asset information may be incomplete.
• Endeavour Energy underground earth grids may exist and their location may not be shown on plans. Persons excavating are expected to exercise all due care, especially in the vicinity of padmount substations, pole mounted substations, pole mounted switches, transmission poles and towers.
• Endeavour Energy plans do not show any underground customer service mains or information relating to service mains within private property.
• Asbestos or asbestos-containing material may be present on or near Endeavour Energy’s underground assets.
• Organo-Chloride Pesticides (OCP) may be present in some sub-transmission trenches.
• All plans must be printed and made available at the worksite where excavation is to be undertaken. Plans must be reviewed and understood by the crew on site prior to commencing excavation.
INFORMATION PROVIDED BY ENDEAVOUR ENERGY
• Any plans provided pursuant to this service are intended to show the approximate location of underground assets relative to road boundaries, property fences and other structures at the time of installation.
• Depth of underground assets may vary significantly from information provided on plans as a result of changes to road, footpath or surface levels subsequent to installation.
• Such plans have been prepared solely for use by Endeavour Energy staff for design, construction and maintenance purposes.
• All enquiry details and results are kept in a register.
DISCLAIMER
Whilst Endeavour Energy has taken all reasonable steps to ensure that the information contained in the plans is as accurate as possible it will accept no liability for inaccuracies in the information shown on such plans.
LEGEND
NOT TO SCALE
DBYD Sequence No.:
Issued Date:
Cadastre: © Land and Property Information 2015, 2016
EARTHPIT
FIBREPIT
Y58Y58Y58 Z46
Y58Y58
Y58
Z46
Y58
Z46 Z46
Y58Y58 Z46
Y58Y58
Y58
Z46
6xEARTH CABLES
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
SOUTH
ST
C
C
M
M
C
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MC
MC
(CAT HOLE) 507293
507293
507293
507293
507293
507293
2 3
7 8
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79214581
15/01/2019
ST
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BR
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PDE
PDE
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CR
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DORTMUND
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SE
LH
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CO
RD
NE
R
PD
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GOODISON
GO
OD
ISO
N
SO
UT
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TM
S
MS
TM
S
MS
MS
TMS
TMS
TMS
TMS
TM
S
TM
S
TM
S
MS
TM
S
MS
MS
MS
MS
MS
MS
MS
MS
MS MS
MS
MS
TM
S
TM
S
TM
S
TM
SMS
MS
TMS
MS
TMS
ISIS
ISIS
ISIS
IS
IS
IS
IS
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IS IS IS
IS
IS
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IS IS
IS
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ISIS
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IS IS
IS
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IS
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All Development applications or actions in this areamust be referred to Urban Growth - Brian Malligan 8849 4113
254253
265
215214
252
213212
250
251
266267
268
50235025 5024
5013
5002 50015003 5479
5006500750045005
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112
229230
109110
111
231
301
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99
299
332
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335336
298
337
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5346
567053575358
53435344
5668
530
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566956195620
307
304305
306
300
308309
310311
312
329
328
313314
315
331
330
338339
316
327
326
325
324
317
56305631
5673
5674
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529
528
527
526
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318
524
56705649
5676
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313312
310311
300
152153
151
5
299
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5679
319320
523
522
521
520
321
114
115
116
5680
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519
518
517
56815682
323
340341
342343
108
111
110
322
113
112
136
137
135134
164
138
132
133
130
131
162
160
161
158
159
171
170
168
169
163
166167
139165
516
298
515
514
513
512
5693
117
118
119
121
120
5694
511
103104
105106
107
109
100
98
122123
150
149
129128
127
102101
124
126125
152151
154153
157
155
156
173172
174
175
187188
189
177
176
178
179
180
183182
181
186185
184
148
3
140
144143
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141142
190
191
147
5343
5246
5189 51885190
5407 54065408
5256
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517851795180
5393
53945395 5392
5391 5390539653975398
5399
518551865187
5181518251835184
5401 54005403 540254045405
54755409
5412 54135410 5411
54435444544554415442
546654675447
5446
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5415 54165414
5419 54205417 5418
54355436 5434 5433 5432
5439544054375438
54645465
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5605
5573 5574 5575 5576
5577
5578
5603
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5468
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5472
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5457
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13
11
5476
5460
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14
4548
4583
4584
4585
4586
4582
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5071507250735069 5068 5067 5066
5378537953805381
5070
5382538353845385
51365074507551345135
53865387
53885389
50105011 5009 5008
53565355
5012
535253535354
5375
5376
5377
53655366
53675368
5351
5361536253635364
56235625 5624
562656275629 5628
54825483 5481
5350 5349
53595360
56215622
56325633
564756465648
56515652
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563656375634
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5642 56445643 5645
56535654
5656 5655
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5658 5657
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54215424 5425
5422 5423
542654275430 5429 5428
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54845486 5485
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5496 54975495
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5537 55385540
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55505551
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55275526
55255524
5523
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55125513
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5560
5559
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5553
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16
56625661 5663 5664 5665
5686 56855687
5659 5660
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5666 5667
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56925690 5691
5707 5708
5695
5696
5697
5748
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5740
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5702
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18
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4773
4774
4775
4776
4667
4666
4691
4668
4692
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4702
4703
4704
4669
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4690
4689
4688
5673
5737
5738
5735
5736
17
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4770
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4595
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4604
4605
4593
4592
4591
4589
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4949
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4602
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4635
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4632
4633
4630
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4636
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4638
4640
4639
4629
4627
4628
4641
4626
4624
4625
4612
4613
4614
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4849
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4607
4608
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4610
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4902
4903
4850
4953
4952
4904
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5453 5474
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5616
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5597
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5612
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55915590
4653
4652
4651
4650
4642
4643
4644
4623
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4649
4648
4647
4646
4645
4655
4656
4657
4813
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4621
4620
4838
4836
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46654664
4671
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4812
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4809
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4806
4677
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4723
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4805
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4835
4834
4833
4832
4896
4814
4815
4816
4700
4817
4818
4819
4820
4821
4822
4897
4898
4899
4831
4830
4829
4828
4906
4907
4851
4852
4853
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4857
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4910
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5002
4861
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4859
4875
4874
4873
4872
4860
4863
4871
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48674868
4869
48644865
6
30
15
6
7
1
5
2
4
8
50
31
4
2
3
13
12
3
5
5
4803
4801
4802
48244823
48254826
4827
2
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4720
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47274726
4718
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4716
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48864887
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4787
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4780 47
85
4784
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47824799
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4735
4734
4733
4732
4713
4714
4715
4767
4753
4766
4765
4764
4754
4755
4756
4757
4763
4761
4762
4728
4781
47594760
4758
4729
4730
4731
72
7170
6968
65
158
27
2928
30
46
147146
145
144
143
142
148
156
149
3
44
154 153155
132133134135
136
84
83
82
8887 8985 86
50
51
9394
95
4948
47
81
80
79
53
52
54
78
77
55
157
76
75
150
151
141
140
139
138
137152
130131
4
45
129
91 9290
128 127
126
125
124
123122
121120
119118
110109
112111
9697
108
99
98
117116
115114
107106
105
104
103
113
43
56
78
39
100
102
101
9
38
21
1213
14
1011
74
58
59
73
6263
6431
67
66
56
44
60
57
4645
4241
43
40
3635
37
61
3433
32
1819
20
2322
21
1617
15
2425
26
205
204
203
202
201
6
3130
206
33 323459
1
2
3
4
5
78
9
2
10
3536
37
29
2827
26
1112
13
2524
3839
4041
8487 88
110 86109
5862
157
60 6185
83
6463
65
5756
5554
5352
51
50
6667
6869
70
108
106
107
105
89
8281
80
9091
9293
94
7978
77
76
95
104
103
102
1
98
9697
10099
74
75
73
42
43
49
46
4847
4445
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23
22
1415
16
17
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2120
42
3
156
132 111131
133154134
135
136
153
113112
114
115
116
117
118
119
101
120
137
138
139
140
130
129
128
127
126
125
121
122
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141
143142
153
152
151
150
148
149
147
145
146
144
414
40
36
39
38
37
1618
2022
868482 LOT 5479
76748078
8
20
6 19
2224
4
1719
75
3
21
LOT 99
LOT 300
LOT 310
LOT 311
2321
25
LOT 5
60
3436
38
57
3
1
2
35
64
5
31
8
12 14
10
97
1113
15
14
1210
86
2 4
4042
4446
48
23
2119
1517
15
1113
9
25
LOT 98
3028
31 33
1820
16
2624
22
25
23
2927
17
2119
2018
16
22
24
424446
5048
52
3032
34
2628
4038
36
41 70
6866
64 62
54
60
56
58
864
6637
282624
141210
22201816
LOT 13
LOT 14
545256 58
4644 48 50
36 38 4240
34
7066 68 72
64
LOT 16
LOT 18
LOT 17
LOT 15
306
LOT 15
LOT 2
312
311
LOT 4
LOT 3
LOT 13
LOT 12
LOT 2
LOT
73
LOT
72
LOT 71
LOT 70
LOT 69
LOT 68
LOT 67
LOT 65
LOT 158
LOT 27LOT 28
LOT 29LOT 30
LOT 145
51
51
LOT 147
LOT
143
LOT
144
LOT
142
LOT 1
56
LOT
148
LOT 1
49
LOT 150
LOT 155 LOT 153LOT 154
LOT 136
LOT 83
LOT 84
LOT 8
2
LOT 8
1
LOT 1
57
LOT 135 LOT 134 LOT 133 LOT 132
LOT 87 LOT 88 LOT 89LOT 85 LOT 86
LOT 50
LOT 51
LOT 49
LOT 5
2LO
T 48LO
T 47
LOT 8
0
LOT 7
9
LOT 7
8
LOT 5
3
LOT 5
4
LOT 7
7
LOT 7
6
LOT 7
5
LOT 7
4
LOT 1
51
LOT
141
LOT
140
LOT 137LO
T 139
LOT 138
LOT 127LOT 128
LOT 152
LOT 131 LOT 130LOT 129
LOT 91 LOT 92LOT 90
LOT 126
LOT 125
LOT
124
LOT 123
LOT 122
LOT 121
LOT 120
LOT 119
LOT 118
LOT 45
LOT 93
LOT 94
LOT 112
LOT 111
LOT 110
LOT 109
LOT 96
LOT 95
LOT 108
LOT 97
LOT 98
LOT 107
LOT 106
LOT 105
LOT 99
LOT 100
LOT 117
LOT 116
LOT 115
LOT 114
LOT 103LOT 104
LOT 3LOT 4
LOT 5
LOT 102
LOT 101
LOT 113
LOT 1
LOT 2
9
LOT 12LOT 13
45
LOT 10 LOT 9
LOT 11
LOT 8LOT 6
LOT 7
LOT 59
LOT 66
LOT 5
5
LOT 44
LOT 60
LOT 5
6
LOT 5
7
LOT 5
8
LOT 46
LOT 45
LOT 42
LOT 43
LOT 41
LOT 40
LOT 37
LOT 39
LOT 38
LOT 35 LOT 36
LOT 62
LOT 63
LOT 61
LOT 33 LOT 34LOT 64 LOT 32
LOT 31
LOT 20 LOT 19
LOT 21LOT 22
LOT 23
LOT 15
LOT 18 LOT 17 LOT 16
LOT 24LOT 25
LOT 26
5
86
42
1
11131517
LOT
1
LOT
2
LOT
3
LOT
4
LOT
5
13
46
8
79
5
4
35
7
68
1012
911
13
1012
1416
18
293133353739
19
LOT 157
21232527
3
46
8
57
9
35
79
1113
1517
11
1214
10
1618
3
68
10
57
9
4
1315
17
1113
1214
16
10199
15
9795
LOT
1
103
109
105107
113111
20
19
115117
119121
123
1416
1517
18
2224
26
20
28
390
LOT 156
454749
5351
4
57 55
59
4143
46
810
1214
93
91
68
1012
35
79
1113
8789
8385
14
81
7779
59
6163
6567
6971
7375
49.6
39.2
62.0
76.2 2.217.5
43.3
30.6
26.313.81.5
63.1
46.4
60.7 2.436
.2
63.6
74.1
52.3
24.2
36.4
56.1
86.2
105.3
57.0
42.1
51.9
14.4
24.9
32.1
44.2
53.8
65.7
37.2
77.5
64.3
67.4
57.3
57.3
1.6
32.8
45.120
.087.7
7.5
8.3
19.957
.9
29.3
67.4
77.442
.5
54.7
53.4
43.3
31.7
22.5
38.4
9.62.
1
4.8
27.0
36.4
7.0
45.7
23.7
11.1
0.92.9
47.4
27.5
11.0
9.3
4.3
4.6
23.0
77.3
26.7
Position Subject To Final Subdivision
2.17
2.38
Position Subject To Final Subdivision
1.33
1.782.57
1.58
1.47
2.02
1.84
1.36
1.54
1.7
Position Subject To Final Subdivision
1.63
1.33
3.03
1.72
2.68
2.82
2.81
1.99
2.6
2.85
2.941.65
2.15
2.67
4.0
3.92
3.91
3.55
1.5
27.8
1.5
2.382.542.67
3.473.39
2.54
3.44
7.66
8.34
6.49
5.67
4.73
4.61
5.09
3.06
4.92
3.68
3.71
3.63
3.61
Conc Encased
Conc Encased
Conc EncasedConc Encased
Conc Encased
Conc Encased
Conc Encased
Conc Encased
Conc
Enc
ased Conc Encased
Conc
Enc
ased
Conc Encased
Conc Encased
Conc
Enc
ased
Conc
Enc
ased
Conc Encased
Conc
Enc
ased
Conc
Enc
ased
Conc
Enc
ased
Conc
Enc
ased
Conc Encased
150 PVC
150 PVC
150 PVC
150 PVC150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC
150 PVC150 PVC
150 PVC 150 PVC
150 PVC150 PVC
150 PVC
225 PVC
225
PVC
225 PVC
225 PVC
150
PVC
150 PVC
150
PVC
225 PVC
300
PP
225
PVC
225 PVC
225 PVC
300
PP
300
PP
300
PP
300
PP
300
PP
300
PP
300
PP
300
PP
300
PP
300
PP
300 PP
225 PVC
225 PVC300
PP
225
PVC
225 PVC
225 PVC
5.0
5.0
5.0
5.0
5.0
100 oPVC100 oPVC
100
oPVC
150 oPVC
100 oPVC
100 oPVC
100 oPVC
150 oPVC
150
oPVC
100 oPVC
100 oPVC
100
oPVC
100 oPVC
100 oPVC
100
oPVC
200
oPVC
200 oPVC
200
oPVC
100 oPVC
250 oPVC
100
oPVC
100 oPVC
100
oPVC
100
oPVC
100 oPVC
200
oPVC
200
oPVC
100 oPVC
200
oPVC
100
oPVC
100 oPVC 100 oPVC
100
oPVC
100 oPVC
100
oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
100
oPVC
100
oPVC
100
oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
100 oPVC
100 oPVC 100
oPVC
100 oPVC
100
oPVC
100 oPVC
100 oPVC
100
oPVC
100 oPVC
200
oPVC
200
oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
100 oPVC
100
oPVC
100
oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
100
oPVC
100 oPVC
250 oPVC
N
Copyright Reserved Sydney Water 2019
0m 30m 60m 90m 120m 150mDate of Production: 15/01/2019
Plan 1 of 1
A0
SYDNEY WATER CORPORATION
No warranty is given that the information shown is complete or accurate.DBYD Sequence No: 79214584
DBYD Job No: 15582076DBYD Address: n/a Glengarrie RoadMarsden Park NSW 2765
Scale: 1:2000