P1123r01

28 May 2020

Moho Developments C/ - Hanyu Australia Level 5, 9 Help Street Chastwood NSW 2067

Attn: Simeon McGovern;

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields

info@asongroup.com.au +61 2 9083 6601

Suite 5.02, Level 5, 1 Castlereagh Street Sydney, NSW 2000

www.asongroup.com.au

RE: 72 Junction Road, Schofields—Revised Scheme—Transport Statement

Dear Simeon,

I refer to the proposed medium-density residential development at the abovementioned address and the Land & Environment Court proceedings. With respect to this, Ason Group have been tasked to provide an updated Transport Statement (Revised TS) as a result of recent changes to the proposal following a Section 34 Conciliation Conference between the Applicant and Blacktown City Council (as Respondent) in December 2019.

The original Development Application (DA) submission was supported by the following transport statement prepared by Traffix:

Traffix, 17.429r01v02, 72 Junction Road, Schofields – Traffic Impact Statement, 07 May 2018.

This Revised TS primarily focuses on the key issues raised in response to the Section 34 Conference and refers to the following updated architectural drawings prepared by Aleksandar Projects:

Drawing A103 — Ground Floor Plan — Revision P8, dated 26/05/20

Drawing A107 — Staging Plan — Revision C, dated 27/05/20

Drawing A114 — Ground Floor Plan — Revision C, dated 26/05/20

Having regard for the above, Ason Group provide the following transport-related assessment.

1 Summary of the Proposal

1.1 Proposed Development

The proposed development relates to construction of 34 medium-density residential terrace houses and associated car parking spaces, as well as accompanying circulation roadways providing access to the residential dwellings.

It should be noted that the development yield and scope remain largely similar to the original DA, following the S34 amendments. A breakdown of the residential yield and proposed parking provision is provided below.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 2

Table 1: Proposed Residential Yield

Dwelling Type Amenities GFA (m2) No. Dwellings Total GFA (m2) Total Parking

A 4 bedrooms 2 car spaces 190 1 1901 22

B 4 bedrooms 2 car spaces 138 2 276 4

C 4 bedrooms 2 car spaces 156 2 312 4

D 3 bedrooms 1 car space 119 17 2,023 17

E 4 bedrooms 2 car spaces 168 3 504 6

F 3 bedrooms 2 car spaces 119 9 1,071 18

Total 34 4,376 51

Notes) 1: GFA (m2) multiplied by No. of dwellings multiplied. 2: Number of car parking spaces at Amenity multiplied by No. dwellings.

The proposed Site Plan is provided at a reduced scale in Figure 1 below. Reference should also be made to the comprehensive set of architectural drawings, which this statement accompanies.

Figure 1: Development Site Plan

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 3

1.2 Development Staging

The proposed development is anticipated to be constructed in 2 stages, in the order as defined below:

Stage 1 A display home and associated parking area (15 car parking spaces) will be constructed in the eastern corner of the property, fronting Junction Road.

Stage 2 The display home will then be decommissioned and a total of 34 dwellings will be delivered as a full development proposal. All internal roads will also be provided to complete construction of the Site.

A diagram of the development staging is provided in Figure 2 below at a reduced scale.

Figure 2: Development Staging Plan

2 Existing Site

The Site is legally known as Lot 2051 in DP1234896 and is known as 72 Junction Road, Schofields.

A Site Location figure is provided below for context.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 4

Figure 3: Site Location

2.1 Existing Traffic Generation

The Site is largely vacant and does not currently generate any significant traffic onto the surrounding road network.

2.2 Existing road network

The existing road network in proximity of the Site comprises the following roads:

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 5

Table 2: Road Network

Road Name Road Classification Configuration On-Street Parking Speed Limit

Schofields Road Regional Two-way, four lanes N 70 km/h

Junction Road Local Two-way, two-lane

(in the immediate vicinity of the Site)

N 60 km/h

2.3 Public Transport

In proximity of the Site, bus and train options are available and accessible. Bus stops at the Schofields Road / Junction Road intersection provide access to the 751 service connecting Rouse Hill Town Centre and Blacktown, while Schofields Station is situated approximately 800 metres (as the crow flies) to the south-west and Tallawong Station approximately 2.75 kilometres to the east.

The accessible services are broken down below.

Table 3: Existing Public Transport

Mode Service Route Proximity1

Bus 751 751 < 400 m

Train Schofields Station T1, T5 800 m

Train Tallawong Station Metro 2.75 km

Note: 1) Measured “as the crow flies”

In this regard, it is evident that both Metro and heavy rail lines are options for this site. Accordingly, the Site enjoys good accessibility to the existing public transport services.

3 Traffic Impact Assessment

3.1 Proposed Traffic Generation

The originally submitted Traffix report, adopted the following traffic generation for the proposed 34 residential dwelling:

22 vehicle trips in the AM and PM Peak @ 0.65 trips per dwelling based on RMS Guide, 2002.

However, recent RMS Guide updates1 demonstrate a reduce rate of 0.39 veh/hr for average medium density dwelling. These trips are two-way (inbound + outbound) and typically distributed 80%:20% inbound and outbound percentages in road network AM and PM peak periods.

1 GTA Consultants, Roads and Maritime Services, Trip Generation Surveys, Medium Density Residential Dwellings, Analysis Report, Issue B, 08/08/2013.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 6

Application of the 0.39 trips per dwelling is summarised below.

Table 4: Peak Hourly Traffic Generation Summary (veh/hr)

Period IN OUT TOTAL

AM Peak 3 10 13

PM Peak 10 3 13

The impact of this traffic is discussed below.

3.2 Traffic Impact

The traffic generated by the development (between 13-22 veh/hr) is moderate and will not have a significant impact on the surrounding road network. Furthermore, the proposed development is consistent with the strategic intent of the R3 zoning and vision of the Riverstone release area. Accordingly, recently completed road upgrades along Schofields Road shall readily accommodate the traffic associated with the proposed development and thus not warrant further assessment as a result of the development.

As such there would be no adverse traffic impact on the surrounding road network as a result of the development.

4 Parking Requirements

Reference is made to the Blacktown City Council Growth Centre Precincts Development Control Plan 2016. Section 4.3.4 ‘Multi dwelling housing’ specifies the following, in terms of parking provision:

1 car parking space per dwelling, plus 0.5 spaces per 3 or more-bedroom dwelling, plus 1 visitor space per 5 dwellings. Application of this rate to the development is summarised in the table below.

Car parking spaces to be behind building line or garages fronting the street to be set back a minimum of 1m from the building setback.

Where garages front the street, the maximum width of a garage door is 6m and each garage is to be separated by a dwelling façade or landscaped area.

Table 5: Car Parking Requirements

Type/User DCP Rate Proposed Parking Required

Resident (3 or more bedroom dwelling)

1 car parking space per dwelling, plus 0.5 spaces 34 51

Visitor 1 visitor space per 5 dwellings 34 7

TOTAL 58

In response, the amended plans fully satisfy these requirements, with the provision of 7 dedicated visitor spaces accessed from the circulation roadway.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 7

5 Waste Collection

In response to issues raised by Council, the waste collection strategy for the Site has been amended to allow collection of bins and waste via the internal circulation road for Blocks B–E and from the proposed new east-west public road for Block A. Bin holding points for terrace houses are provided in Figure 4 below (highlighted as yellow blocks).

Waste collection will occur on designated days on which the bins will be wheeled out to the illustrated locations below for waste trucks to collect them via side loading. Furthermore, referring to the email correspondence received from Blacktown City Council, on 28 Oct 2020, for one-way streets the collection can only occur from one side of the roadway and the waste collectors are side loading (left side lift vehicles). As such, all bin holding points are provided at left side of the roadway.

Figure 4: Bin Collection Points

Additionally, a bulk waste collection point has been identified and is shown on the above. It is noteworthy that bulk collections will only occur a few times per year.

6 Design Requirements

6.1 Public Road

The proposed public road along the northern boundary has been designed in accordance with the standard medium-high density local road cross-sectional widths, as shown by the comparison between DCP and proposed section presented in Figure 5.

In accordance with Section 3.4 of the Blacktown City Council Engineering Guide for Development 2005, a minimum of 4.5 metres width pavement must be fully constructed. This potentially refers to the construction of the new northern east-west half road. However, it is understood that the DA for that neighbouring site is well progressed and the full road width shall be available by the time the dwellings are occupied.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 8

Figure 5: Public Road Cross-sections

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 9

6.2 Off-street Car Parking

The site access and car park have generally been designed to comply with the following relevant Australian Standard:

AS2890.1 for car parking areas.

In this instance, the following is noteworthy:

Two of the main Site accesses which will cater for the waste collection vehicles shall be designed to accommodate movements of 12.5 metres HRVs.

Swept path assessment for a 12.5 metres Heavy Rigid Vehicle (HRV)—representing a waste disposal vehicle—has been conducted to ensure satisfactory operation of the updated waste management plan. A copy of this swept path is attached in Attachment 1.

All internal parking spaces associated with residential dwellings shall comply with AS2890.1, as User Class1/1A (residential) parking.

The largest vehicle size to access the internal parking spaces is a B99.

It is expected that any detailed construction drawings in relation to the car park or site access would comply with these Standards. Furthermore, compliance with the above Standards would be expected to form a standard condition of consent to any development approval.

Additionally, the followings comments are noteworthy:

A 'bond' will be entered into such that any short-term works (such as additional splays to entry for waste access under half road construction) shall be addressed at no cost to Council.

No footpaths are provided within the private road proposed within Blocks B—E; however, this is considered acceptable noting that:

• The internal private road is proposed to be a one-way parking module with a speed limit of 10km/h and therefore expected to operate similar to a Shared Zone, in accordance with the Rule 24 of the NSW Road Rules (2014), where the road space is shared safely by vehicles and pedestrians.

• That internal private road will serve a total of 37 car parking spaces (balance of parking accessed directly off Junction Road or the new public road) with low trip generation associated; hence the equivalence to a small scale car park facility is justified. Such facilities typical rely on pedestrians walking within vehicular aisles and do not provide dedicated footpaths.

• The one-way nature of the system also provide an improved walking environment for pedestrians as traffic approaching from one direction only and therefore simplifies the ‘awareness’ required for pedestrians walking within the Shared Zone.

• Notwithstanding, design of the private road shall comply with the Design and Implementation of Shared Zones including provision for parking (RMS February 2016) by providing (not limited to):

o Speed signage shall be provided at the site entry and on both sides of the internal roadway to remind drivers to control the vehicle speed below 10km/h.

o A different pavement type or threshold treatment shall be applied to the internal shared road to make drivers and pedestrians aware of the different driving conditions and reinforce that it is not a standard ‘road’ environment.

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 10

7 Summary

7.1 Key Findings

Key findings of this Transport Statement are as follows:

The amended development features minor adjustments to parking, circulation roadways and terrace house configurations to respond to matters raised by Council. In this regard, Ason Group have been tasked in providing an updated transport statement in addressing the abovementioned amendments.

The proposed development traffic generation has been estimated to be in the order of 13-22 vehicles per hour in the AM and PM Peak periods which is considered to NOT have any material traffic impact to the surrounding road network.

In this instance, the estimated traffic has been strategically accounted for as part of the Masterplan of the Riverstone Release area. It is anticipated that level of traffic generation will not have any substantial impacts to Schofields Road, which has recently completed substantial capacity upgrades.

The Proposal includes a total of 58 car parking spaces, in accordance with Blacktown City Council Growth Centre Precincts Development Control Plan 2016, comprising:

• 51 resident spaces, and

• 7 visitor spaces.

Waste collection for the Site has been provided so that the collection will primarily be undertaken to/from the proposed internal access roads and via a single side loading pick up strategy.

7.2 Conclusion

Having regard for the above, it is concluded that the Proposal is supportable and will not result in any unacceptable traffic or parking outcomes.

We trust the above is of assistance and please contact either the undersigned or Ali Rasouli, should you have any queries or require further information in relation to the above.

Yours sincerely,

Principal Traffic Engineer – Ason Group Email: tim.lewis@asongroup.com.au

Attachments: 1) Swept Path Analysis

P1123r01v2 Revised Scheme TS_72 Junction Rd, Schofields 11

Attachment 1 Swept Path Analysis

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1200mm MASONRY+

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+RL 31.02+RL 30.80 +RL 30.80

1000mm MASONRY+ 500mm PALISADE1000mm MASONRY+ 500mm PALISADE 1000mm MASONRY+ 500mm PALISADE1000mm MASONRY+ 500mm PALISADE

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0

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.

8

0

3

4

.

9

0

3

5

.

1

0

3

5

.

2

0

ROAD RESERVE

BD

RY

58.77m

RAIL CORRIDOR

INVESTIGATION

BDRY

23.895m

BDRY 165.94m

B

D

R

Y

1

4

2

.2

7

m

20

00

30

00

43

27

0

850017000 1000 1000

90

00

50

00

150

0

6000 17000 17000 17000

50

00

50

00

50

00

50

00

66

35

66

35

50

00

120006500 1000 6500 1000

45

00

C1

C2

C3

C4

C5

D1

D2

D3

D4

D5

D6

E1

E2

E3

E4

E5

E6

E7

E8

B1

B2

B3

B4

B5

4

,8

4

5

4

,0

0

5

8,253

3

,8

7

2

3

0

°

Note:

Driveway splay to be widened to

accommodate HRV exit movement.

Note:

Driveway splay to be widened to

accommodate HRV exit movement.

D a t e:

Drawing Number:

P r o j e c t:

S c a l e @ A3:

D r a w i n g T i t l e:

N o t e s:

This drawing is provided for information purposes only and should not be used for construction.

Client:

Drawn by: MatthewTangonan

File name: AG1123d01v07_Junction Rd, Schofields.dwg

Hanyu Australia

1123

72 Junction Rd, Schofields

12.5m HRV

Circulation (Interim)

28-May-20

NTS

AG01

Suite 5.02, Level 5, 1 Castlereagh St,

Sydney NSW 2000

info@asongroup.com.au

Document Info:

Interim

3

3

.

5

3

2

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30

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.

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2

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9

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1

7

3

1

.

8

0

3

2

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2

6

3

3

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2

2

3

3

.

6

6

3

4

.

3

7

3

4

.

3

9

3

2

.

4

9

3

1

.

3

1

2

9

.

2

3

3

4

.

2

7

3

3

.

2

0

3

3

.

6

0

3

3

.

2

0

F

L

3

3

.

9

6

2

8

.

9

1

3

0

.

2

8

3

1

.

8

2

3

3

.

7

7

3

3

.

7

5

3

0

.

8

8

3

0

.

4

8

3

0

.

9

3

30

31

32

33

+FFL

34.05

+FFL

34.25

GAS METER

HDB MPT

NBN -

REFER

ELEC.

ENG'S

DETAILS

GAS METER

L'BOX

L'BOX

7 VISITOR'S SPACES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

ES

L'B

OX

L'B

OX

ES

L'B

OX

REFER TO CIVIL

ENGINEER'S

DOCUMENTS FOR ALL

ROAD DESIGN

L'BOX

REFER TO LANDSCAPE

ARCHITECT'S

DOCUMENTS FOR ALL

LANDSCAPING

L'BOX

L'BOX

1

.0

m

s

id

e

s

e

tb

a

c

k

4

.0

m

s

id

e

s

e

tb

a

c

k

1200mm MASONRY+

600mm PALISADE

+FFL 31.50

+FFL 31.50

+FFL 31.50

+FFL 31.90

+FFL 31.70

+FFL 31.50

+FFL 31.70

+FFL 31.90

+FFL 34.00

+FFL 33.40

+FFL 33.10

+FFL 30.80

+FFL 32.70

+FFL 34.30

+FFL 31.80

+FFL 32.00

+FFL 31.80

+FFL 31.50

+FFL 33.70

+FFL 34.00

+FFL 33.70

+FFL 33.70

+FFL 34.70

+FFL 33.70

+FFL 33.30

+FFL 32.70

+FFL 32.40

+FFL 33.00

+FFL 32.40

+FFL 32.60

+FFL 32.50

+FFL 32.20

+FFL 32.20

+FFL 32.00

+FFL 33.60

+FFL 31.20

+FFL 30.80

+FFL 30.80

+FFL 30.80

+FFL 31.00

+FFL 31.10

+FFL 31.30

+FFL 31.50

+FFL 35.55

+FFL 35.55

+FFL 33.40

+FFL 33.10

+FFL 34.30

1200mm MASONRY+

600mm PALISADE

+RL 31.02+RL 30.80 +RL 30.80

1000mm MASONRY+ 500mm PALISADE1000mm MASONRY+ 500mm PALISADE 1000mm MASONRY+ 500mm PALISADE1000mm MASONRY+ 500mm PALISADE

BU

LK

W

AS

TE

3

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2

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0

ROAD RESERVE

BD

RY

58.77m

RAIL CORRIDOR

INVESTIGATION

BDRY

23.895m

BDRY 165.94m

B

D

R

Y

1

4

2

.2

7

m

20

00

30

00

43

27

0

850017000 1000 1000

90

00

50

00

150

0

6000 17000 17000 17000

50

00

50

00

50

00

50

00

66

35

66

35

50

00

120006500 1000 6500 1000

45

00

C1

C2

C3

C4

C5

D1

D2

D3

D4

D5

D6

E1

E2

E3

E4

E5

E6

E7

E8

B1

B2

B3

B4

B5

4

,8

4

5

4

,0

0

5

8,253

3

,8

7

2

3

0

°

Note:

Driveway splay to be widened to

accommodate HRV exit movement.

Note:

Additionally 300mm clearance shall be provided between

swept paths and obstructions higher than 150mm such as

wall, fence, columns etc.

D a t e:

Drawing Number:

P r o j e c t:

S c a l e @ A3:

D r a w i n g T i t l e:

N o t e s:

This drawing is provided for information purposes only and should not be used for construction.

Client:

Drawn by: MatthewTangonan

File name: AG1123d01v07_Junction Rd, Schofields.dwg

Hanyu Australia

1123

72 Junction Rd, Schofields

12.5m HRV

Circulation (Ultimate)

28-May-20

NTS

AG02

Suite 5.02, Level 5, 1 Castlereagh St,

Sydney NSW 2000

info@asongroup.com.au

Document Info:

Ultimate