119 Cudgegong Road, Rouse Hill - City of Blacktown › files › assets › ...18129r01 Traffic...

Prepared for:

Poly (Australia) Real Estate Development Pty Ltd 7 August 2018

The Transport Planning Partnership

119 Cudgegong Road, Rouse Hill Traffic Impact Assessment

119 Cudgegong Road, Rouse Hill Traffic Impact Assessment

Client: Poly (Australia) Real Estate Development Pty Ltd

Version: Final

Date: 7 August 2018

TTPP Reference:18129

Quality Record

Version Date Prepared by Reviewed by Approved by Signature

Final 7/08/2018 Melinda Jiang Jessica Szeto Michael Lee

18129r01 Traffic Report 180807 i

Table of Contents 1 Introduction ...................................................................................................................................... 1

2 Existing Conditions ........................................................................................................................... 2

2.1 Site Description ...................................................................................................................... 2

2.2 Local Road Network............................................................................................................. 3

2.2.1 Cudgegong Road ........................................................................................................ 3

2.2.2 Macquarie Road .......................................................................................................... 3

2.3 Public Transport ..................................................................................................................... 4

2.4 Pedestrian and Cyclist Infrastructure ................................................................................ 4

3 Future Transport Network ............................................................................................................... 5

3.1 Cudgegong Road Station Precinct .................................................................................. 5

3.2 Future Road/Infrastructure Upgrades ............................................................................... 6

3.3 Sydney Metro – Cudgegong Road (Tallawong) Station .............................................. 7

3.4 Future Bus Services ................................................................................................................ 7

3.5 Future Pedestrian and Cyclist Infrastructure .................................................................... 8

4 Proposed Development ............................................................................................................... 10

4.1 Proposal Description........................................................................................................... 10

4.2 Proposed Vehicle Access Arrangement ........................................................................ 10

4.3 Proposed Refuge Collection and Loading Facilities ................................................... 11

5 Parking Assessment ....................................................................................................................... 12

5.1 Car Parking Requirement .................................................................................................. 12

5.2 Bicycle Parking Requirements .......................................................................................... 13

6 Traffic Assessment .......................................................................................................................... 14

6.1 Traffic Generation ............................................................................................................... 14

7 Construction Traffic Impacts ....................................................................................................... 15

7.1 Construction Activity .......................................................................................................... 15

7.2 Work Hours ............................................................................................................................ 15

7.3 Staging and Duration of Works ........................................................................................ 15

7.4 Construction Vehicle Type ................................................................................................ 16

7.5 Construction Vehicle Routes ............................................................................................ 16

7.6 Parking .................................................................................................................................. 16

7.7 Worker Induction ................................................................................................................. 16

7.8 Traffic Control Plans ............................................................................................................ 17

7.9 Construction Traffic Management Plan ......................................................................... 17

18129r01 Traffic Report 180807 ii

8 Conclusion ...................................................................................................................................... 18

Tables Table 2.1: Existing Bus Services .................................................................................................................. 4

Table 5.1: Car Parking Requirements .................................................................................................... 12

Figures Figure 2.1 Locality Map .............................................................................................................................. 2

Figure 2.2 Land Use Zoning Map .............................................................................................................. 3

Figure 3.1 Indicative Layout Plan – Cudgegong Road Station Precinct .......................................... 5

Figure 3.2 Indicative Future Road Hierarchy – Cudgegong Road Station Precinct ...................... 6

Figure 3.3: Future NWRL Corridor .............................................................................................................. 7

Figure 3.4 Proposed Bus Corridors – North West Growth Area ........................................................... 8

Figure 3.5 Future Pedestrian and Cycle Network .................................................................................. 9

APPENDICES A. ARCHITECTURAL LAYOUT PLANS

B. PEDESTRIAN REFUGE DESIGN REQUIREMENTS

C. SWEPT PATH ANALYSIS

18129r01 Traffic Report 180807 1

1 Introduction

This traffic impact assessment report relates to a proposed new development at 119 Cudgegong Road, Rouse Hill. The proposal involves the construction of 91 townhouses, three levels of basement parking and a communal area comprising a swimming pool and club house and public recreational space.

A development application (DA) is to be lodged with Blacktown City Council (Council) seeking approval for the proposed development.

The Transport Planning Partnership (TTPP) has prepared this report on behalf of Poly (Australia) Real Estate Development Pty Ltd to accompany this DA to assesses the traffic and parking implications of the proposed development.

The remainder of the report is set out as follows:

Chapter 2 discusses the existing conditions including a description of the site,

Chapter 3 provides strategic transport context surrounding the site,

Chapter 4 provides a brief description of the proposed development,

Chapter 5 assesses the proposed on-site parking provision and internal layout,

Chapter 6 examines the traffic generation and its impact, and

Chapter 7 presents the conclusions of the assessment.


2 Existing Conditions

2.1 Site Description

The subject site is at 119 Cudgegong Road, Rouse Hill. It is located within the local government area of Blacktown City Council. The site area is approximately 28,500m2 and generally fronts on to Macquarie Road and Cudgegong Road along the south and east boundary respectively.

At present, the site is occupied by vegetation and a small residential lot. The site falls within the Cudgegong Road Station Precinct as part of the wider North West Growth Area and is zoned as R3 medium density residential and RE1 public recreation zoning. In addition to this, as part of this precinct plan, the site would be located approximately 800m from the proposed Cudgegong Road Station, which is currently under construction and expected to be completed in 2019.

The location of the subject site and its surrounding environs is shown in the Figure 2.1.

Figure 2.1 Locality Map

Basemap source: Google Maps Australia


As part of the precinct plan, surrounding land uses would predominately comprise medium density residential and primary production small lot uses. The land use zoning map, obtained from Blacktown Local Environmental Plan 2015, is shown in Figure 2.2.

Figure 2.2 Land Use Zoning Map

Source: Blacktown LEP 2015

2.2 Local Road Network

The subject site is surrounded by a network of local roads, including Cudgegong Road and Macquarie Road. A brief description is provided below.

2.2.1 Cudgegong Road

Cudgegong Road functions as a two-way local road and provides good connectivity between Schofields Road and Guntawong Road. The road traverses along the east boundary of the site, generally aligned in the north-south direction. In the immediate vicinity of the subject site, the road is configured with two travel lanes with a posted speed limit of 60km/h.

2.2.2 Macquarie Road

Macquarie Road functions as a two-way local road, generally aligned in an east-west direction on the south boundary of the site. The road provides connectivity between Cudgegong Road and Tallawong Road, is also generally configured with two travel lanes.

Subject Site


2.3 Public Transport

At present, only limited public transport facilities are provided within the immediate vicinity of the site.

The nearest bus stops are located on Rouse Hill Road about 850m east (approx. nine-minute walk) from the site. These bus stops service bus route 742, which provides connectivity between Rouse Hill and Riverstone suburbs.

Table 2.1 provides a summary of the existing bus route 742 and its associated frequency.

Table 2.1: Existing Bus Services

Service No. Route Description Bus Stop Location Site Proximity Frequency

742 Riverstone – Rouse Hill

Rouse Hill Anglican College, Rouse

Road

850m or 9min walk

Every 2hrs Weekdays: 3 services between

approx. 8am – 2pm Saturdays: 2 services between

approx. 10:30am – 1:30pm

2.4 Pedestrian and Cyclist Infrastructure

Currently, there are no pedestrian paths or dedicated cycleways are available within the immediate vicinity of the site as the precinct is largely undeveloped with low pedestrian and cyclist activity. However, it is noted that future development within the precinct will include the introduction of new roads, pedestrian paths and cycleway infrastructure to facilitate future growth of the area. These pedestrian and cycle infrastructure improvements are further discussed in Section 3.


3 Future Transport Network

3.1 Cudgegong Road Station Precinct

The subject site is located within the Cudgegong Road Station Precinct (Area 20), which was established to provide 4,400 new homes close to jobs and transport options, including the new Cudgegong Road Station on the Sydney Metro North West Line.

The indicative layout plan of the anticipated development in the Cudgegong Road Station Precinct (which forms part of the wider North West Growth Area) is shown in Figure 3.1.

Figure 3.1 Indicative Layout Plan – Cudgegong Road Station Precinct

Source: NSW Government Department of Planning & Environment


3.2 Future Road/Infrastructure Upgrades

As part of the Cudgegong Road Station Precinct Plan, new roads and infrastructure will be provided to support future growth and development of the area (as shown in Figure 3.1). These new roads will form part of an integrated grid to provide good vehicle accessibility to the wider road network and create opportunities to activate street frontages, particularly near the North West Rail Link Corridor.

The future road network and hierarchy is shown in Figure 3.2.

Figure 3.2 Indicative Future Road Hierarchy – Cudgegong Road Station Precinct

Source: Department of Planning, Urban Horizon – Area 20, Transport and Access Study 2010


3.3 Sydney Metro – Cudgegong Road (Tallawong) Station

As part of the Sydney Metro Northwest Project, Cudgegong Road (Tallawong) Station will be provided south of the site near Schofields Road to provide better transport options and opportunities for the Cudgegong Road Precinct Area. This station would provide 1,000 commuter parking spaces, as well as new bus services, kiss and ride, taxi, bicycle storage and parking facilities. The construction of the Cudgegong Road Station has commenced and is set to be completed in 2019.

The future rail corridor is shown in the red outline in Figure 3.3 with Cudgegong Road Station located at the end of the new rail link.

Figure 3.3: Future NWRL Corridor

Source: Transport for NSW

3.4 Future Bus Services

As indicated above, new bus services would be provided to support urban development and the anticipated population growth within the area. The future strategic bus routes and bus network plan is shown in Figure 3.4.


Figure 3.4 Proposed Bus Corridors – North West Growth Area

Source: BCC Growth Centre DCP 2018

3.5 Future Pedestrian and Cyclist Infrastructure

It is envisaged that as new sites within the precinct are being redeveloped new pedestrian paths would be provided along key pedestrian desire lines to provide a well-established pedestrian network to connect people to key attractions and transport hubs in the Cudgegong Road Precinct Area. In addition to this, new cycleways are proposed to enhance and integrate existing cycling facilities to improve regional and local cycling routes.

The future pedestrian and cycle network is shown in Figure 3.5.


Figure 3.5 Future Pedestrian and Cycle Network

Source: BCC Growth Centre DCP 2018


4 Proposed Development

4.1 Proposal Description

The proposed development involves the construction of 91 townhouses with a combined basement car park. In addition to this, a communal area with a swimming pool and club house would be provided for residents within the building and public recreational space in accordance with the indicative layout plan for the precinct (as outlined in Figure 3.1).

It is proposed to provide the following residential mix:

22 x three-bedroom townhouses, and

69 x four-bedroom townhouses (including nine adaptable townhouses).

In addition to this, a combined basement car park containing 209 car parking spaces (plus two car wash bays) is proposed to service the proposed development with the following breakdown:

180 x residential spaces (including nine adaptable spaces) , and

29 x residential visitor spaces (including four accessible spaces).

Further to this, new internal roads would be provided along the north, east and west boundaries of the site in accordance with the indicative layout plan for the Cudgegong Road Station Precinct Area.

In addition to this, a pedestrian refuge will be provided on East Road as part of the proposed development. The final design of the pedestrian refuge would be prepared by the civil designers in accordance with the relevant design requirements as set out in the Roads and Maritime Technical Direction (TDT2011/01).

The full architectural layout plans are provided in Appendix A. In addition to this, the pedestrian refuge design requirements are provided in Appendix B for reference.

4.2 Proposed Vehicle Access Arrangement

It is proposed to provide a new single two-way vehicular crossover off Macquarie Road along the southern boundary, to provide access to the basement car park. This access will also provide access to the dedicated loading dock within the basement car park for all servicing requirements associated with the proposed development. In addition to this, separate vehicular crossovers will be provided for five properties located along West Road.


4.3 Proposed Refuge Collection and Loading Facilities

A loading dock is proposed to be located on Basement Level 3 to serve all loading and unloading activities associated with the proposed development, including waste collection activities. This loading dock has been designed to facilitate service vehicle up to and including an Australian Standard 12.5m heavy rigid vehicle as well as an 11m long Council waste truck.

The proposed loading dock including the ramp have been designed in accordance with design requirements set out in the Australian Standard. The proposed ramp has a maximum vertical grade of 1:6.5 with appropriate transitions as required, and a minimum headroom of 4.5m within loading dock including the access ramp from the street level.

Based on the proposed development (i.e. residential development), the frequency of all loading and unloading activities associated with the site is expected to be low and irregular (except waste collection vehicles). In addition, service vehicles, in particular waste collection vehicles which would be the predominant service vehicle type for residential developments, would arrive on site during off peak periods either early in the morning or late at night.

The only regular service would most likely be by waste collection vehicles (i.e. Council’s waste truck), which is anticipated to occur twice a week. Waste bins would be stored on-site with all associated waste collection activities to be conducted within the loading dock.

Swept path analysis has been conducted, which indicates that a 12.5m long heavy rigid and 11m long Council waste truck can enter and exit the site in a forward direction. This swept path analysis is provided in Appendix C.

4.4 Temporary Truck Turning Area

It is possible that the proposed roads surrounding the subject development may not be able to be completed until such time the adjoining sites are developed, namely the East Road and the North Road. In this case, a turn around area has been provided at the end of each temporary cul-de-sac. The cul-de-sacs have been designed to accommodate Council’s 11m long waste collection vehicles.

Swept path analysis has been conducted for the proposed temporary cul-de-sacs. The swept path diagram confirms the 11m waste truck can turn around the proposed cul-de-sacs (assuming full width of the road is available) such that they can enter and exit the temporary in a forward direction. The swept path diagrams are provided in Appendix C.


5 Parking Assessment

5.1 Car Parking Requirement

The car parking requirements for the proposed development has been assessed against Blacktown City Council’s Growth Centre Precincts Development Control Plan (BCC Growth Centre DCP) 2018. A review of the car parking requirement rates in the DCP 2016 for the proposed development is summarised in Table 5.1.

Table 5.1: Car Parking Requirements

Land Use Parking Type Size Car parking requirements Parking Required

Residential Resident

91 townhouses, comprising: 22 x 3-bedroom

townhouses 69 x 4-bedroom

townhouses

1 space per dwelling, plus 0.5 spaces per 3 or more-

bedroom dwelling 137 spaces

Visitors 1 visitor space per 5 dwellings 18 spaces

Total 155 spaces

Table 5.1 indicates that the proposed development would require to provide a total of 155 car spaces comprising 135 residential spaces and 18 visitor spaces. It is proposed to provide 209 car parking spaces (180 residential spaces and 29 visitor spaces). In addition to this, the basement includes two car wash bays for use by residents, with one located on Basement Level 3 and another located on Level 1.

In the pre-DA meeting Council has indicated support for the proposed level of car parking provision.

The car park and associated elements are proposed to be designed in accordance with the design requirements set out in the relevant Australian Standards for car parking facilities. Additional traffic management such as signage and line-marking and/or traffic mirrors would be proposed to manage vehicle interactions around bends. This would be provided as design of the basement car park progresses during the detailed design stage.


5.2 Bicycle Parking Requirements

In accordance with the BCC Growth Centre DCP 2018, bicycle parking should be provided at a rate of 1 space per 3 dwellings. Consequently, the proposed development of 91 dwellings would require at least 30 bicycle parking spaces.

It is proposed to satisfy this bicycle parking requirement by locating the bicycle parking facilities within the basement car park, as well as within the residential garages. These bicycle parking spaces have been designed in accordance with relevant Australian Standard design requirements and suitable located outside of the car parking spaces.


6 Traffic Assessment

6.1 Traffic Generation

Traffic generation estimates for the proposed development have been sourced from the Roads and Maritime Service’s Guide to Traffic Generating Developments (2002). Based on the Roads and Maritime guide, the proposed medium density residential dwellings with 3 or more bedrooms, will generate the following traffic rates:

0.5 – 0.65 trips per dwelling per weekday peak hour, and

5.0 – 6.5 daily trips per dwelling.

Using the above metric, the proposed development would likely generate a modest level of vehicular traffic, amount to some 46-59 peak hour vehicle trips or 455-592 daily vehicles trips. This equates to approximately one vehicle every one minute, which is considered negligible.

Given that new roads and infrastructure would be provided as part of the Cudgegong Road Station Precinct, the proposed development is considered consistent with the intended vision and transport outcomes for the area.

As such, the proposed development could not be expected to result in any adverse traffic implications, nor any safety or operational issues on the surrounding road network and therefore, is considered satisfactory from a traffic capacity perspective.


7 Construction Traffic Impacts

7.1 Construction Activity

The construction of the proposed development will primarily involve the following works: installation of scaffolding and site hoarding to ensure safe public access during works,

site clearing,

convert the one-way section of Lithgow Street to permit two-way traffic flows,

erection of tower crane for unloading and loading purposes,

piling and excavation works,

construction of Site A and Site B buildings,

construction of the “new laneway to replace the existing Christie Lane,

erection of façade,

pedestrian facilities and landscaping works, and

installation of services and internal finishing.

The extent of the work site shall generally be wholly contained within the site boundary, with minimal impact on the surrounding road network.

7.2 Work Hours

It is proposed that works be only undertaken during the approved hours consistent with any relevant consent conditions. At this stage, the proposed development has not been approved, however it is expected there will be a consent condition stipulating similar work hours: 7:00am – 5:00pm, Monday to Friday

7:00am – 1:30pm, Saturday, and

no work to be undertaken on Sundays or public holidays.

In addition, any works outside the above work hours (as amended by the relevant consent conditions) will be subject to a separate application to the Council.

7.3 Staging and Duration of Works

The anticipated construction stages are as follows:

demolition works

bulk excavation works

building structure works, and


fit-out and finishes.

The proposed works are expected to take 18-24 months to complete.

7.4 Construction Vehicle Type

Construction vehicles likely to be generated by the proposed construction activities include: 19m semi-trailer and 19.6m truck-and-dog trailer trucks for use during demolition and

excavation works,

12.5m heavy rigid vehicles and concrete truck mixers for structural and finishing works, and

Small rigid vehicles, vans and couriers for smaller deliveries as required.

It is expected that approximately 80 per cent of all construction vehicles would be heavy and medium rigid vehicles and approximately 20 per cent would be small rigid vehicles, vans and couriers.

The traffic generated by construction activities on the site is not known at this stage, however given the size of the proposed development, construction traffic generation is expected to minimal and have a negligible impact on existing traffic conditions.

7.5 Construction Vehicle Routes

Construction vehicles generally have origins and destinations throughout Sydney, with an extensive network of roads made available for such trips.

To minimise the impact of construction traffic on local streets, dedicated construction routes will be developed to provide the shortest distances to/from the arterial road network. These will be detailed in the construction traffic management plan to be prepared at a later date.

7.6 Parking

There will be no on-site car parking provided within the work site.

Construction workers would be encouraged to use other transport modes for travel to and from the site including car pooling. This will be incorporated in the workers induction program to ensure minimal parking impact on the surrounding streets.

7.7 Worker Induction

All workers and subcontractors engaged on site will be required to undergo a site induction. The induction will include permitted access routes to and from the construction site for all


vehicles, as well as standard environmental, OH&S, driver protocols and emergency procedures.

Any workers required to undertake works or traffic control within the public domain shall be suitably trained and will be covered by adequate and appropriate insurances. All traffic control personnel will be required to hold RMS accreditation.

7.8 Traffic Control Plans

Notwithstanding the likely limited impacts of construction on traffic operation of the surrounding network, a Traffic Control Plan (TCP) will likely need to be prepared by and submitted to the Roads and Maritime Services and Blacktown City Council to appropriately manage the use of the designated construction routes.

The TCP should also outline how potential construction vehicle manoeuvres could be accommodated in and out of the construction site.

7.9 Construction Traffic Management Plan

A Construction Traffic Management Plan (CTMP) would be required to be prepared and submitted to Blacktown City Council and Roads and Maritime Services for approval. The CTMP will provide further details on the construction activities and their impacts, if any.


8 Conclusion

This report examines the traffic and parking implications of the proposed development at 119 Cudgegong Road, Rouse Hill. The key findings of the assessment are as per the below.

The proposed development involves the construction of multi-dwelling residential developments, comprising 91 townhouses, three levels of basement parking, communal area consisting of a swimming pool and club house and a public recreational area.

The subject site falls within the North West Growth Area, Cudgegong Road Station Precinct, with new infrastructure and roads planned for the precinct to support future growth and development. The precinct will provide the growing North West community with access to jobs, shopping, entertainment, community and government services.

The proposed development is aligned with the Cudgegong Road Station Precinct Plan and the wider scheme of the North West Priority Growth Area.

It is proposed to provide 209 car parking spaces (180 resident and 29 visitor spaces), plus two car wash bays, within the site to serve the proposed development. Council has indicated support for the proposed car parking provision.

The car park layout is proposed to be designed in accordance with AS2890.1:2004 and AS2890.6:2006.

The proposed development is expected to generate an additional 46-59 vehicle movements per peak hour during peak periods, which is considered low.

The proposed development traffic is not expected to adversely impact the future road network operations in the area.

New roads and infrastructure would be provided as part of the Cudgegong Road Station Precinct.

The proposed development is consistent with the intended vision and transport outcomes for the area and as such, the future road and infrastructure network is expected to provide sufficient capacity to facilitate the proposed development.

Overall, it is concluded that the traffic and parking aspects of the proposed development would be satisfactory. The proposed development is considered consistent with the NSW Government and Council’s plans to enhance the Cudgegong Road Station precinct as part of the wider North West Growth Area.

18129r01 Traffic Report 180807 Appendix B

Appendix A

Architectural Layout Plans

+ 68.90

+ 69.05

64.30

63.85

62.95

62.50

62.50

66.10 +

+ 71.80+ 71.50+ 70.80+ 70.40+ 69.60+ 69.35+ 68.10

+ 65.70

+69.50

+68.10 +69.10

+68.00

66.32 +

66.25 +

68.00

67.525

66.50

68.00

66.40 +

+TW 67.00

+TW 67.50

+TW 67.50

+TW 67.00

+TW 67.50

+TW 67.50

+TW 67.50

64.95

65.20

65.80

+ 63.80

+ 64.40

+ 65.60

+69.60

+69.40

+69.50

+69.50

+69.50

+69.30

+69.30

+66.10

+67.60

+67.40

+69.20

69.45+

69.30 +

69.40 +

+69.70

+69.90

+70.10

+70.50

+70.30+70.70

+70.80

+70.90 +71.10

+70.85

+69.40

+69.50

+67.20+65.95

+ 70.10 + 71.00 + 71.35 + 72.00 + 72.10

+70.75

+70.55

+70.45

+70.30

+70.20

+70.00

+69.90+69.85+69.80+69.72+69.70+69.62+69.60+69.55+69.50+69.40+69.35+69.30+69.25+69.20+69.15

+69.05+68.95

+ 65.45

65.20 +

64.90 +

64.70 +

64.50 +

64.15 +

63.75 +

63.50 +

63.30 +

62.90 +

62.60 +

62.45 +

62.35 +

62.30 +

63.00 + 64.00 + 65.00 +

65.15 + 65.70+

65.95+ 66.50+ 67.00+ 67.90+ + 68.80

+69.97

+70.10

+69.40

+69.60

+69.50

+65.70

+70.75

+ 68.30 67.50+

66.45 +

+69.45

+69.45

+69.45

+69.45

+69.65

+69.50

+69.50

+69.40

+69.04 +69.04 +69.04 +69.04 +69.04

+69.40

+68.00

+67.50 +69.00

+69.00

+71.30

+71.45

+71.50

+71.50

+71.50

+71.50

+71.50

+71.50

+72.00

+71.00

69.95 +

70.083 +

70.216 +

70.349 +

70.482 +

70.615 +

63000

64000

65000

66000

67000

68000

69000

70000

71000

72000

72000

70000

69000

68000

67000

66000

65000

64000

63000

62000

2

DA601

1

DA601

1

DA602

10501200 1050 1200

1050 120010501200

COMMUNAL OPEN SPACE

LIFT

BASEMENT

CARPARK ENTRY

WE

ST

RO

AD

NORTH ROAD

EA

ST

RO

AD

LIN

E O

F E

AS

EM

EN

T

MACQUARIE ROAD

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

YSITE BOUNDARY

1050

1200

63 m²

E.02

63 m²

E.03

63 m²

E.04

BLOCK A

BLOCK B

BLOCK E

BLOCK D

BLOCK C BLOCK I

BLOCK H

BLOCK G

BLOCK F

BLOCK K

BLOCK J

FFL 69.50

FFL 70.10 FFL 70.10 FFL 70.70 FFL 70.70 FFL 71.30 FFL 71.30 FFL 71.90 FFL 71.90

FFL 72.05 FFL 72.05

1050 12001050 1200

FFL 68.50FFL 68.50FFL 68.50FFL 68.50

FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00

FFL 68.90

FFL 68.90

FFL 66.65

FFL 65.60

FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50

FFL 69.50

FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50 FFL 69.50

FFL 69.50

FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00 FFL 71.00

FFL 68.50

RA

MP

UP

FFL 71.00

1050

1200

1050

1200

63 m²

E.0163 m²

E.05

2

DA600

1

DA600

1:6

.5

FFL 68.90

FFL 66.65

FFL 65.60

59 m²

A.08

59 m²

A.07

59 m²

A.06

59 m²

A.05

63 m²

B.01

63 m²

B.02

63 m²

B.03

63 m²

B.04

63 m²

B.0563 m²

C.01

49 m²

C.0249 m²

C.03

49 m²

C.04

49 m²

C.05

49 m²

C.06

49 m²

C.07

62 m²

C.0863 m²

I.01

49 m²

I.02

49 m²

I.03

49 m²

I.04

49 m²

I.0549 m²

I.06

49 m²

I.0763 m²

I.08

62 m²

I.09

49 m²

J.07

49 m²

J.05

49 m²

J.04

49 m²

J.03

49 m²

J.02

49 m²

J.01

62 m²

G.01

49 m²

G.02

49 m²

G.03

49 m²

G.04

49 m²

G.05

49 m²

G.06

49 m²

G.07

49 m²

G.08

49 m²

G.09

49 m²

G.10

49 m²

G.11

49 m²

H.01

49 m²

H.03

49 m²

H.04

49 m²

H.05

49 m²

H.06

49 m²

H.07

49 m²

H.08

49 m²

H.0963 m²

H.1062 m²

D.06

62 m²

D.05

62 m²

D.04

62 m²

D.03

62 m²

D.02

62 m²

D.01

FFL 70.00 FFL 70.00 FFL 70.00 FFL 70.00 FFL 70.00 FFL 70.00 FFL 70.00 FFL 70.00

FFL 70.00

FFL 70.10

FFL 70.50

FFL 70.50

FFL 70.75

FFL 70.75

FFL 71.00

FFL 71.00

FFL 71.25

FFL 71.25

FFL 68.00

FFL 68.00

FFL 68.00

FFL 68.00

FFL 68.00

FFL 68.90

FFL 71.75

FFL 71.75

FFL 71.75

FFL 71.75

FFL 71.75

FFL 71.75

FFL 71.45

FFL 71.65

SUBSTATION

49 m²

H.02

59 m²

A.04

ADAPTABLE ADAPTABLE

ADAPTABLE

ADAPTABLE

ADAPTABLE

ADAPTABLE

RL 68.87

RL 69.03

RL 69.16 RL 69.23 RL 69.31 RL 69.37 RL 69.47 RL 69.57 RL 69.67 RL 69.77 RL 69.87

RL 70.01

RL 70.22

RL 70.50

RL 70.85

RL 71.00

RL 71.32

RL 71.41

RL 71.50

RL 71.51

RL 71.41

RL 68.11 RL 69.07 RL 69.55 RL 70.25 RL 70.77 RL 71.38 RL 72.10

RL 66.40

RL 66.34

RL 66.26

RL 66.15

RL 71.00

RL 69.91RL 69.42

RL 67.32RL 66.83RL 66.35 RL 67.80 RL 68.65

RL 66.49

RL 69.90

RL 71.49

RL 71.90

POOL

52 m²

CLUBHOUSE

FFL 69.65

RL 71.75

49 m²

J.08

49 m²

J.06

ADAPTABLE

11000 3500

PR

OP

ER

TY

B

OU

ND

AR

Y

4500

SETBACK LINE

3500

11000

3500

62 m²

F.10

62 m²

F.11ADAPTABLE ADAPTABLE

62 m²

K.08

49 m²

K.07

49 m²

K.06

49 m²

K.05

49 m²

K.04

49 m²

K.03

47 m²

K.02

62 m²

K.01

49 m²

F.09

49 m²

F.08

49 m²

F.07

49 m²

F.06

49 m²

F.05

49 m²

F.04

49 m²

F.02

63 m²

F.01

28800

45890

1500

ARTICULATION ZONE

4500

SE

TB

AC

K

LIN

E

AR

TIC

UL

AT

ION

ZO

NE

45001

500

SETBACK

LINE

ARTICULATION

ZONE

4500

1500

SE

TB

AC

K

LIN

E

AR

TIC

UL

AT

ION

ZO

NE

1500

4500

SETBACK

LINE

ARTICULATION

ZONE

PROPERTY BOUNDARY

4500

1500

18 m²

20 m²

32 m²

5540

VOID

5130

5000

5075

REFER TO LANDSCAPE ARCHITECTS' PLANS

5 m²

ACCESS WC

5 m²

CHANGE

24 m²24 m²

39300

18 m²16 m²16 m²16 m²16 m²18 m²24 m²24 m²18 m²18 m²18 m²18 m²17 m²16 m²

16 m²

4 m²

4 m²

4 m²

4 m²

4 m²

4 m²

4 m²

4 m²

59 m²

A.03

59 m²

A.02

59 m²

A.01

23 m²

22 m²

22 m²

23 m²

23 m²

22 m²

21 m²

21 m²

19 m² 19 m² 19 m² 19 m² 19 m²

18 m²18 m²18 m²18 m²15 m² 24 m²

25 m² 20 m²

18 m²

20 m²

16 m²

20 m² 20 m²

16 m² 16 m²

20 m²

16 m²

20 m² 20 m²

19 m² 16 m²

20 m² 25 m²

25 m² 24 m²

10 m²

20 m² 19 m² 19 m² 19 m² 19 m² 19 m² 19 m² 19 m² 19 m² 19 m² 19 m²

16 m² 16 m² 16 m² 16 m² 16 m² 16 m² 16 m² 16 m² 16 m² 16 m²

29 m²

32 m²

32 m²

35 m²

36 m²

22 m² 20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 25 m² 25 m² 20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 25 m² 25 m²

25 m²25 m²25 m²25 m²25 m²36 m²

13 m² 12 m² 12 m² 12 m² 12 m² 13 m²

20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 20 m² 25 m²

13 m² 13 m² 13 m² 13 m² 13 m² 13 m² 13 m² 16 m²

7 m²

9 m²

9 m²

12 m²

10 m²

16 m²

16 m²

22 m²

18 m²

16 m²

13 m²

18 m²

21 m²

15 m²

14 m²

16 m²

10 m²

FS2

8 m²

FS3

3 m²

FS4

5 m²

FS6

7785

5630

6350

39300 5000 45000 4455 14840

5000

42800

62 m²

J.09

20 m²

25 m2

30 m2

26 m2

28 m2

23 m2

20 m²

19 m²

49 m²

F.03

5400

49 m²

G.12

20 m²

16 m²

FFL 71.00 FFL 71.00

FS5

12900

12900

8800

12900

13530

8800

12900

18 m²

20 m²

17 m²

20 m²

24 m²

19 m²

22 m²

19 m²

22 m²

19 m²

22 m²

24 m²

13 m² 13 m²

54610 5010 54200 8710 14890

RL 65.95 RL 67.20 RL 68.20

RL 65.27

RL 65.45

1:1

2.5

1:2

0

RL 65.45

4890

9000

1000

PROPOSED PEDESTRIAN ISLAND SHOWN INDICATIVELY

LEGEND:

TYPE 1 - 3 BEDROOM TOWNHOUSE (QUANTITY 23)





TYPE 6 - ADAPTABLE 4 BEDROOM TOWNHOUSE (QUANTITY 9)

0 8m

1:200

2 4 6

L2 364 Kent StreetSydney NSW 2000Telephone 02 9299 0401Facsimile 02 9299 0402wmkarchitecture.comABN 25 082 956 929

WMK Architecture

DEVELOPMENT APPLICATION ONLY

NOT FOR CONSTRUCTION

Project Title Drawing No. Issue

Scale Drawing Size

Drawn ByProject No.

CAD ReferenceDimensioned Drawings to take precedence over scaling. Contractor to verify all dimensions on site before construction. All inconsistencies to be reported to the Architect immediately. This drawing and its contents remain the copyright of WMK Architecture Pty Ltd ©

A1

Issue Description Date Client

A

1 : 200@A1

18060 AP

P:\18060 119 Cudgegong Road, Rouse Hill\dwgfiles\Revit

PROPOSED TOWNHOUSES119 CUDGEGONG ROAD, ROUSE HILL,NSW 2155

DA102GROUND FLOOR PLANPOLY AUSTRALIA

SCALE 1 : 200DA102

1GROUND FLOOR PLAN

A ISSUED FOR DA 06.08.2018

2

DA601

6400

1:8

1:81:4

6100

6400

AIR INTAKE PLENUM

CAR WASH

VOID TO B3 LOADING DOCK AND GENERAL REFUSE HOLDING BELOW

FFL 67.00

11435FFL 67.00

FFL 67.00

FFL 67.00

BASEMENT L1

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

SITE BOUNDARY

DEEP SOIL ZONE

WE

ST

RO

AD

NORTH ROAD

EA

ST

RO

AD

MACQUARIE ROAD

RAMP UP

1

DA601

1

DA602

FFL 62.95

FFL 63.85

18 m²

PUMP

ROOM

31 m²

POOL PUMP

ROOM17 m²

LIFT

14 m²

CARPARK

EXHAUST FAN

ROOM

18 m²

CW METER

ROOM

22 m²

MSR

15 m²

COMMS

ROOM

PO

OL

OV

ER

13 m²

FS1

6000

9700 20001:8

7820

6180

6410

6500

6000

2

DA600

1

DA600

BASEMENT L1

BASEMENT L2

60 m²

D.03

57 m²

D.01

60 m²

D.02

40 m²

D.06

60 m²

D.04

60 m²

D.05

39 m²

C.07

39 m²

C.0639 m²

C.05

39 m²

C.0439 m²

C.03

39 m²

C.02

47 m²

C.01

51 m²

C.08

12 m²

FS2

51 m²

E.01

55 m²

E.0455 m²

E.03

55 m²

E.0255 m²

E.05

64 m²

A.07

72 m²

A.08

65 m²

A.06

DE

EP

SO

IL Z

ON

E

DEEP SOIL ZONE

DE

EP

SO

IL Z

ON

E

66 m²

A.05

65 m²

A.04

51 m²

A.03

52 m²

I.01

50 m²

I.02

50 m²

I.03

50 m²

I.04

50 m²

I.05

50 m²

I.06

50 m²

I.07

64 m²

I.08

51 m²

I.09

55 m²

B.05

56 m²

B.04

58 m²

B.03

60 m²

B.02

75 m²

B.01

45 m²

G.02

45 m²

G.03

45 m²

G.04

45 m²

G.05

45 m²

G.06

45 m²

G.07

45 m²

G.08

45 m²

G.0945 m²

G.10

45 m²

G.11

59 m²

F.01

45 m²

F.02

45 m²

F.03

45 m²

F.04

45 m²

F.05

45 m²

F.06

45 m²

F.07

45 m²

F.08

45 m²

F.09

58 m²

F.10

53 m²

F.11

70 m²

K.01

49 m²

K.02

43 m²

K.03

51 m²

K.04

46 m²

K.05

48 m²

K.06

42 m²

K.07

60 m²

K.08

42 m²

J.01

41 m²

J.02

43 m²

J.03

41 m²

J.04

43 m²

J.05

41 m²

J.06

48 m²

J.07

46 m²

J.08

53 m²

J.09

41 m²

H.10

45 m²

H.09

45 m²

H.08

45 m²

H.07

45 m²

H.06

45 m²

H.05

45 m²

H.04

45 m²

H.03

45 m²

H.02

44 m²

H.01

RL 65.56

RL 65.04

AL

46 m²

COMBINED

SPRINKLER

HYDRANT

TANK

8 m²

6200

FFL 65.20

FFL 64.95

FFL 64.30

RL 63.64

RL 62.75

RL 63.99

RL 64.78

REFER BASEMENT L3 BELOW

REFER BASEMENT L3 BELOW

16 m²

GARBAGE

GARBAGE ROOM SERVICING BLOCK B

GARBAGE ROOM SERVICING BLOCK F

GARBAGE ROOM SERVICING BLOCK G

GARBAGE ROOM SERVICING BLOCKS J AND K

GARBAGE ROOM SERVICING BLOCK H

GARBAGE ROOM SERVICING BLOCK I

GARBAGE ROOM SERVICING BLOCK E

RAMP TO BASEMENT L3 BELOW

RAMP UP

3000 4300 2000

12 m²

12 m²

11 m²

12 m²

20 m²

GARBAGE

ROOM

3800

3800

6000

6190

3800

3800

6000

6000

3800

6000

3800 3800

6000 3800

FFL 65.80

6100

22 m²

GARBAGE

GARBAGE ROOM SERVICING BLOCKS C AND D

FFL 65.30

BASEMENT L2

FFL 65.30

525 m²

DEEP SOIL

ZONE

FFL 65.30

BLOCK C15 x RESIDENTIAL SPACES1 x ADAPTABLE SPACE

BLOCK D10 x RESIDENTIAL SPACES2 x ADAPTABLE SPACE

BLOCK B10 x RESIDENTIAL SPACES

BLOCK E10 x RESIDENTIAL SPACES

BLOCK H20 x RESIDENTIAL SPACES

BLOCK I17 x RESIDENTIAL SPACES1 x ADAPTABLE SPACE

BLOCK F20 x RESIDENTIAL SPACES2 x ADAPTABLE SPACES

BLOCK G24 x RESIDENTIAL SPACES

BLOCK K14 x RESIDENTIAL SPACES2 x ADAPTABLE SPACES

BLOCK J17 x RESIDENTIAL SPACES1 x ADAPTABLE SPACES

RA

MP

UP

BLOCK A12 x RESIDENTIAL SPACES

7 x VISITOR SPACES2 x ACCESSIBLE SPACES

PARKING SCHEDULE

BASEMENT LEVEL 1

- RESIDENTIAL PARKING - 112 SPACES- RESI. ADAPTABLE PARKING - 6 SPACES- CARWASH BAY - 1 SPACE

BASEMENT LEVEL 2

- VISITOR PARKING - 7 SPACES- VISITOR ACCESSIBLE PARKING - 2 SPACES- RESIDENTIAL PARKING - 57 SPACES - RESI. ADAPTABLE PARKING - 3 SPACES

BASEMENT 1 AND 2 TOTAL - 188 SPACES

BIC

YC

LE

PA

RK

INGBICYCLE

PARKING

8 m²

FS3

10 m²

FS4

13 m²

FS6

1:1

4 R

AM

P U

P

7 m²

7 m²

5 m²

5 m²

5 m²

4 m²

8 m² 8 m²8 m² 8 m²8 m² 8 m²

8 m²

7 m² 6 m² 6 m² 6 m² 6 m² 6 m²

4 m²

6 m² 6 m² 6 m² 6 m²

5 m²

9 m² 9 m² 9 m² 9 m² 9 m² 9 m² 9 m² 8 m²

8 m² 8 m²

FFL 65.20

FFL 64.95

FFL 64.30

FFL 63.85

FFL 62.95

VOID TO BASEMENT L3 BELOW

ACCESS ROUTE TO BASEMENT L3 AND GARBAGE ROOM

7 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m²10 m²

6 m²

5 m² 6 m²6 m²

6 m²

6 m²

8 m²

7 m²

9 m²

7 m²

7 m²

9 m²

9 m²

7 m²

9 m²

11 m²

9 m²

9 m²

11 m²

9 m²

6 m²

FFL 65.30

FFL 67.00

57 m²

G.01

36 m²

G.12

6670

6900

FS5

1:1

4 R

AM

P U

P

1:1

4 R

AM

P U

P1:1

4 R

AM

P U

P

FFL 67.00

28 m²

FAN RM

9 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 8 m² 9 m²

6 m²6 m² 6 m²

11 m²

9 m²

9 m²

8 m²

8 m²

9 m²

9 m²

1440

1:4

LINE-MARKINGSKERBS TO RAMP

4890

9000

1000

14860

1:6

.51:1

2.5

25m RADIUS VERTICAL CURVE TO BE PROVIDED AT GRADE JUNCTION

KERBS TO RAMP

LINE-MARKINGS

1:2

0

RL 65.45

RL 65.45

0 8m

1:200

2 4 6


WMK Architecture




Scale Drawing Size

Drawn ByProject No.


A1


A

1 : 200@A1

18060 KB



DA101BASEMENT PLAN LEVELS 1 & 2POLY AUSTRALIA

SCALE 1 : 200DA101

1BASEMENT LEVEL 1 AND 2


2

DA601

FFL 62.25

2 x ACCESSIBLE SPACES

18 x VISITOR SPACES

1:1

3

1:8

WE

ST

RO

AD

NORTH ROAD

EA

ST

RO

AD

MACQUARIE ROAD

SITE BOUNDARY

CAR WASHBAY8.4 x 4.3

SIT

E B

OU

ND

AR

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

YSITE BOUNDARY

DEEP SOIL ZONE

RAMP TO B2

1

DA601

1

DA602

6260

99 m²

GENERAL

REFUSE

HOLDING ROOM87 m²

RECYCLING

REFUSE

HOLDING ROOM32 m²

BIN TUG &

TRAILER

6000

HRV TRUCK PARKING12.5 X 3.5

DEEP SOIL ZONE

DE

EP

SO

IL Z

ON

E

LO

AD

ING

ZO

NE

3000

2

DA600

1

DA600

22 m²

BULKY

GOODS

WASTER

AM

P U

P

14 m²

GARBAGE

15 m²

SERV

2400

540012 m²

FS2

17 m²

LIFT

FFL 62.50

FFL 62.50

FFL 62.25

35 m²

A.02

33 m²

A.01

25 m²

A.02

REFER BASEMENT L2 ABOVE

BLOCK A4 x RESIDENTIAL SPACES

PARKING SCHEDULE

BASEMENT LEVEL 3

- RESIDENTIAL PARKING - 4 SPACES- VISITOR PARKING - 18 SPACES- VISITOR ACCESSIBLE PARKING - 2 SPACES- CARWASH BAY - 1 SPACE- SERVICE BAY (HRV) - 1 SPACE

BASEMENT LEVEL 3 TOTAL - 26 SPACES

BASEMENT L3

10 m²

FS1

440 m²

OSD

98 m²

RWT

MOVEABLE / LOCKABLE BOLLARDS

GARBAGE ROOM SERVICING BLOCK A

FFL 62.95

ACCESS ROUTE TO BLOCK A GARAGES ABOVE

52 m²

A.01

RL 62.25

RL 62.25

3000

GREEN WASTE BIN STORE

5000

1:6

.5

FFL 62.25

RL 62.36

RL 62.40

0 8m

1:200

2 4 6


WMK Architecture




Scale Drawing Size

Drawn ByProject No.


A1


A

1 : 200@A1

18060 AP



DA100BASEMENT PLAN LEVEL 3POLY AUSTRALIA

SCALE 1 : 200DA100

1BASEMENT LEVEL 3


18129r01 Traffic Report 180807 Appendix B

Appendix B

Pedestrian Refuge Design Requirements

18129r01 Traffic Report 180807 Appendix C

Appendix C

Swept Path Analysis

B9

9 V

eh

icle

(R

ea

listic

min

ra

diu

s) (

20

04

)B

99

Ve

hic

le (

Re

alis

tic m

in r

ad

ius) (

20

04

)B

99

Ve

hic

le (

Re

alis

tic m

in r

ad

ius) (

20

04

)

B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)

62.95

62.50

62.50

+ 63.80

+ 64.40

+66.10

+67.60

+67.40

63.50 +

63.30 +

62.90 +

62.60 +

62.45 +

62.35 +

62.30 +

63.00 +

64.00 + 65.00 +

65.15 +

65.70+

65.95+ 66.50+ 67.00+

67.50+

6

3

0

0

0

6

4

0

0

0

6

5

0

0

0

6

6

0

0

0

6

7

0

0

0

63000

BASEMENT

CARPARK ENTRY

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

63 m²

E.02

63 m²

E.03

63 m²

E.04

BLOCK E

FFL 68.50FFL 68.50FFL 68.50FFL 68.50

FFL 66.65

FFL 65.60

RA

MP

U

P

63 m²

E.01

1

DA600

1:6

.5

FFL 66.65

FFL 65.60

59 m²

RL 67.32RL 66.83

RL 66.35

11000 3500

PR

OP

ER

TY

B

OU

ND

AR

Y

1500

ARTICULATION

ZONE

VOID

4 m²

4 m²

4 m²

59 m²

A.03

59 m²

A.02

59 m²

A.01

22 m²

21 m²

21 m²

19 m² 19 m² 19 m² 19 m²

18 m²

18 m²18 m²

15 m²

54

00

54610

RL 65.27

RL 65.45

1:1

2.5

1:2

0

RL 65.45

48

90

90

00

10

00

DATE STAMP

PROJECT No. REV.

TITLE

REV. DESCRIPTION

APP'D DATECHECK

DWG No.PROJECT

DRAWN

SCALE

DA_FIGURE 1

07 AUGUST 2018

181291:150 @A3

A

119 CUDGEGONG ROAD, ROUSE HILL

SWEPT PATH ANALYSIS

GROUND LEVEL - 5.2m B99 VEHICLE

A ISSUE FOR DISCUSSIONKM JS ML 07/08/18

File

na

me

: 1

81

29

CA

D0

4-C

AR

P

AR

K R

EV

IE

W-1

90

80

7(2

).d

wg

Da

te

: 7

A

ug

ust 2

01

8B

y: K

arl.m

ag

istra

do

KEY:

Wheel path

Body envelope

300mm clearance

Forward Reverse

5200

950 3050

B99 Vehicle (Realistic min radius) (2004)

Overall Length 5200mm

Overall Width 1940mm

Overall Body Height 1878mm

Min Body Ground Clearance 272mm

Track Width 1840mm

Lock-to-lock time 4.00s

Curb to Curb Turning Radius 6250mm

Date post:	30-Jun-2020
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