136-144 Parramatta Road Homebush - strathfield.nsw.gov.au · 17 TRAFFIC SIGNALS in Parramatta Road...

Suite 6, 20 Young Street, Neutral Bay NSW 2089 - PO Box 1868, Neutral Bay NSW 2089

Ph: 9904 3224

Proposed Mixed-Use Development

136-144 Parramatta Road

Homebush

TRAFFIC AND PARKING ASSESSMENT REPORT

4 April 2019

Ref 19072

VARGA TRAFFIC PLANNING PTY LTD

TABLE OF CONTENTS

1. INTRODUCTION .............................................................................................. 1

2. PROPOSED DEVELOPMENT ........................................................................ 4

3. TRAFFIC ASSESSMENT ................................................................................. 14

4. PARKING ASSESSMENT ................................................................................ 24

APPENDIX A TRAFFIC SURVEY DATA

APPENDIX B SIDRA MOVEMENT SUMMARIES

LIST OF ILLUSTRATIONS

Figure 1 Location

Figure 2 Site

Figure 3 Road Hierarchy

Figure 4 Existing Traffic Controls

Figure 5 Existing Public Transport

Figure 6 Existing Parking Restrictions


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1. INTRODUCTION

This report has been prepared to accompany a development application to Strathfield Council

for a mixed-use development to be located at 136-144 Parramatta Road, Homebush (Figures

1 and 2).

The proposed development involves the demolition of the existing buildings on the site to

facilitate the construction of a mixed-use building comprising a pub at ground floor level with

serviced apartments on the levels above.

Off-street parking is to be provided in a multi-level basement car parking area in accordance

with Council requirements.

The purpose of this report is to assess the traffic and parking implications of the development

proposal and to that end this report:

• describes the site and provides details of the development proposal

• reviews the road network in the vicinity of the site

• reviews the public transport facilities in the vicinity of the site

• estimates the traffic generation potential of the development proposal

• assesses the traffic implications of the development proposal in terms of road network

capacity

• reviews the geometric design features of the proposed car parking and loading facilities

for compliance with the relevant codes and standards

• assesses the adequacy and suitability of the quantum of off-street car parking and

loading provided on the site.


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3


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2. PROPOSED DEVELOPMENT

Site

The site is located on the southern side of Parramatta Road in the local government area of

Strathfield Council and is formally known as Lots 4, 5 & 6 DP9154. The site is

approximately 1,600m2, rectangular in shape and bordered by roads on three sides

(Parramatta Road to the north and Loftus Lane to the south and east).

The existing development on Nos 136-140 Parramatta Road includes a single storey bulky

goods store/showroom (approximately 400m2 floor area) at the front of the site and 2-storey

auto workshop (approximately 250m2 floor area) at the rear. There is at grade car parking for

approximately 4 cars in the rear yard. The site is partly fenced and comprises 100%

hardstand area. The existing buildings are currently vacant and were most recently tenanted

by Autopro.

No. 144 Parramatta Road is occupied by a single storey retail premises currently tenanted by

Scooterino with a rear parking hardstand.

The locality surrounding the site is generally characterised by a mix of large sites used as

sales yards and showrooms, mixed use developments along Parramatta Road and walk-up

flats.

Homebush Rail Station is located within 500m walking distance to the east of the site.

The site is located approximately 13.6km from the Sydney CBD, 2km from the Homebush

Sports and Events Precinct of Sydney Olympic Park, 530m from North Strathfield Centre and

1.34km from Strathfield Town Centre. Sydney’s Flemington Markets are 800m to the west

of the site.

Augustus Loftus Reserve is located opposite the site on the southern side of Loftus Lane.


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A recent aerial photograph showing the site and its surroundings is provided below:

Courtesy of Nearmap Imagery 2018

Proposed Development

The proposed development involves the demolition of the existing buildings on the site to

facilitate the construction of a mixed-use development.

A total of 44 residential apartments are proposed on the northern part of the site and 19

serviced apartments are proposed on the southern part of the site as follows:

Residential Apartments:

1 bedroom: 24 residential apartments



Total: 44 residential apartments


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Serviced Apartments:



Total: 19 serviced apartments

A pub is also proposed on the ground floor level of the building comprising a floor area of

532m2.

Off-street parking is proposed for a total of 93 cars in a multi-level basement car parking

area. Vehicular access to the off-street car parking facilities is to be provided via an entry /

exit driveway located at the western end of the Loftus Lane site frontage.

Loading/servicing for the proposed development is expected to be undertaken by a variety of

commercial vehicles and trucks up to and including 8.8m long MRV rigid trucks. A

dedicated loading dock is to be provided on the ground floor level off Loftus Lane, such that

service vehicles will reverse from the laneway into the dock, allowing them to exit the site in

a forward direction.

Plans of the proposed development have been prepared by Squillace Architects and are

reproduced in the following pages.


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3. TRAFFIC ASSESSMENT

Road Hierarchy

The road hierarchy allocated to the road network in the vicinity of the site by the Roads and

Maritime Services is illustrated on Figure 3.

The M4 Motorway is classified by the RMS as a State Road and provides the key east-west

road link in the area, which extends from Concord in Sydney’s inner west to Lapstone at the

foothills of the Blue Mountains. It typically carries two traffic lanes in each direction in the

vicinity of the site, with opposing traffic flows separated by a central median island. All

intersections with the M4 Motorway are grade-separated.

Parramatta Road is also classified by the RMS as a State Road and provides another key east-

west road link in the area, linking Sydney CBD and Granville. It typically carries three traffic

lanes in each direction in the vicinity of the site, with Clearway restrictions applying along

both sides of the road during commuter peak periods.

Loftus Lane is a local, unclassified service lane that is primarily used to provide vehicular

access to those properties with street frontage to Parramatta Road. Kerbside parking is

generally permitted along one side of the laneway, subject to sign-posted restrictions.

Existing Traffic Controls

The existing traffic controls which apply to the road network in the vicinity of the site are

illustrated on Figure 4. Key features of those traffic controls are:

▪ a 90 km/h SPEED LIMIT which applies to the M4 Motorway

▪ a 60 km/h SPEED LIMIT which applies to Parramatta Road

▪ a 50 km/h SPEED LIMIT which applies to all local roads in the area


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16


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▪ TRAFFIC SIGNALS in Parramatta Road where it intersects with Park Road and

Underwood Road

▪ a NO-RIGHT TURN restriction in Parramatta Road onto Subway Lane

▪ a LEFT-TURN ONLY restriction in Subway Lane onto Parramatta Road

▪ ROUNDABOUTS in Loftus Crescent where it intersects with Subway Lane and Knight

Street.

Existing Public Transport

The existing public transport services available within the vicinity of the site are illustrated on

Figure 5.

The Homebush Railway Station is located within 500 metres walking distance (approx. 6

minutes) to / from the site servicing the T2 inner West & Leppington Line travelling between

Parramatta or Leppington to City and vice versa. Train services typically arrive / depart the

station at 5-10 minute intervals during commuter peak periods and at 15 minute intervals at

other times. This level of service frequency will enable commuters to turn up and go without

needing to rely on a train timetable.

The nearest bus stop on Parramatta Road is located within a convenient 250 metres walking

distance (approx. 3 minutes) to / from the site servicing bus route 525 (Parramatta to

Burwood via Sydney Olympic Park) and bus route 526 (Burwood to Rhodes Shopping

Centre).

On the above basis, it is clear that the site is readily accessible by existing public transport

services and is ideally located to facilitate travel by sustainable modes of transport.

Existing Traffic Conditions

An indication of the existing traffic conditions on the road network in the vicinity of the site

is provided by peak period traffic surveys undertaken as part of this traffic study.


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The traffic surveys were undertaken at the intersections of Parramatta Road / Loftus Lane and

Loftus Lane / Loftus Lane on Wednesday 17th October 2018 between 7:30am-9:30am and

4:30pm-6:30pm. The results of the traffic surveys are reproduced in full in Appendix A and

reveal that:

• two-way traffic flows in Parramatta Road are typically in the order of 2,000 to 2,400

vehicles per hour (vph) in the AM peak and PM peak hours

• two-way traffic flows in the north-south section of Loftus Lane are typically in the

order of 100 vph in the AM and PM peak hours

• two-way traffic flows in the east-west section of Loftus Lane are typically in the order

of 50 vph in the AM and PM peak hours.

Projected Traffic Generation

The traffic implications of a development proposal primarily concern the effects of the

additional traffic flows generated as a result of a development and its impact on the

operational performance of the adjacent road network during the morning and afternoon

weekday commuter peak periods.

An indication of the traffic generation potential of the development proposal is provided by

reference to the Roads and Maritime Services publication Guide to Traffic Generating

Developments, Section 3 - Landuse Traffic Generation (October 2002) and the updated traffic

generation rates in the RMS Technical Direction (TDT 2013/04a) document.

The RMS Technical Direction document specifies that it replaces those sections of the RMS

Guide indicated, and that it must be followed when RMS is undertaken trip generation and/or

parking demand assessments.

The RMS Guidelines and the updated TDT 2013/04a are based on extensive surveys of a

wide range of land uses and nominate the following traffic generation rates which are

applicable to the residential component of the development proposal:


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High Density Residential Flat Dwellings

AM: 0.19 peak hour vehicle trips per unit

PM: 0.15 peak hour vehicle trips per unit

However, neither the RMS Guidelines or Technical Direction nominates a traffic generation

rate for pubs or serviced apartments.

For the pub component 16 parking spaces are proposed, based on surveys of a similar nearby

development, as detailed later in the report. If it conservatively estimated that the duration of

stay at the pub is 1.5 hours, that equates to a traffic generation potential of less than 10

vehicles per hour (vph).

For the serviced apartments component of the development proposal, reference is again made

to the traffic generation rates of 0.19/0.15 vph/dwelling nominated in the RMS Technical

Direction 2013/04a in respect of high density residential flat buildings.

Application of the above traffic generation rates to the development proposal yields a traffic

generation potential of approximately 12 vehicle trips per hour (vph) during the AM peak

hour and 20 vph during the PM peak hour, as set out below:

Projected Future Traffic Generation Potential

AM PM

Residential Apartments (44 apartments): 8.4 vph 6.6 vph

Serviced Apartments (19 apartments): 3.6 vph 2.9 vph

Pub (532m2): N/A 10.0 vph

TOTAL TRAFFIC GENERATION POTENTIAL: 12.0 vph 19.5 vph

That projected future level of traffic generation potential should however, be offset or

discounted by the volume of traffic which could reasonably be expected to be generated by

the existing uses of the site, in order to determine the nett increase (or decrease) in traffic

generation potential expected of the site to occur as a consequence of the development

proposal.

The RMS Guidelines and Technical Direction nominate the following traffic generation rates

which are applicable to the existing uses of the site:


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Bulky Goods Retail Stores

2.7 PM peak hour vehicle trips per 100m2 GFA

Car Tyre Retail Outlets

1 PM peak hour vehicle trips per 100m2 site area

Application of the above traffic generation rates to the existing buildings on the site yields a

traffic generation potential of approximately 13 vph during the AM peak hour and 24 vph

during the PM peak hour as set out below:

Existing Peak Hour Traffic Generation Potential

AM PM

Bulky Goods Retail Store (~800m2): 10.8 vph 21.6 vph

Vehicle Workshop (~250m2): 2.5 vph 2.5 vph

NETT INCREASE IN TRAFFIC GENERATION POTENTIAL: 13.3 vph 24.1 vph

Accordingly, it is likely that the proposed development will result in a nett decrease in the

traffic generation potential of the site of approximately 1 vph during the AM peak hour and a

nett decrease in the traffic generation potential of the site of of approximately 5 vph during

the PM peak hour, as set out below:

Projected Nett Change in Peak Hour Traffic Generation Potential

of the Site as a Consequence of the Development Proposal

AM PM

Projected Future Traffic Generation Potential: 12.0 vph 19.5 vph

Less Existing Traffic Generation Potential: -13.3 vph -24.1 vph

NETT CHANGE IN TRAFFIC GENERATION POTENTIAL: -1.3 vph -4.6 vph

Notwithstanding the above, for the purposes of this assessment, it has been assumed that all

of the projected future traffic flows of 12 vph in the AM peak hour and 20 vph in PM peak

hour, will be new or “additional” to the existing traffic flows currently using the adjacent

road network.

That projected increase in the traffic generation potential of the site as a consequence of the

planning proposal will clearly not have any unacceptable traffic implications in terms of road

network capacity, as is demonstrated by the following section of this report.


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Traffic Implications - Road Network Capacity

The traffic implications of those additional traffic flows on the operational performance of

the nearby road network has been assessed using the SIDRA program which is widely used

by the RMS and many LGA’s. Criteria for evaluating the results of SIDRA analysis are

reproduced in the following pages.

Parramatta Road / Loftus Lane Intersection

The results of the SIDRA analysis of the subject intersection is summarised in Tables 1,

revealing that:

▪ the intersection currently operates at Level of Service “B” under the existing traffic

demands during the AM peak hour with total average vehicle delays in the order of

0.6 seconds/vehicle

▪ the intersection currently operates at Level of Service “D” under the existing traffic

demands during the PM peak hour with total average vehicle delays in the order of 0.4

seconds/vehicle

▪ under the projected future traffic demands expected to be generated by the

development proposal, the intersection is expected to continue to operate at existing

Levels of Service during both the AM and PM peak hour, with increases in total

average vehicle delays of less than 0.1 second/vehicle.

Loftus Lane / Loftus Lane Intersection

The results of the SIDRA analysis of the subject intersection is summarised in Tables 2,

revealing that:

▪ the intersection currently operates at Level of Service “A” under the existing traffic

demands during both the AM and PM peak hour with total average vehicle delays in

the order of 4 seconds/vehicle


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▪ under the projected future traffic demands expected to be generated by the

development proposal, the intersection is expected to continue to operate at Level of

Service “A” during both the AM and PM peak hour, with no increases in total average

vehicle delays.

The detailed SIDRA Movements Summaries are reproduced in full in Appendix B.

In summary, the SIDRA capacity analysis demonstrates that the proposed redevelopment of

the site will not have any unacceptable traffic implications, and that no road improvements or

intersection upgrades are required as a consequence of the development proposal.

SIDRA Modelling Results

Intersection Key Indicators Existing Projected

AM PM AM PM

Parramatta Rd &

Loftus Ln

LoS B D B D

DoS 0.186 0.222 0.186 0.223

Avg. Delay 0.6 0.4 0.6 0.5

Loftus Ln &

Loftus Ln

LoS A A A A

DoS 0.060 0.059 0.061 0.064

Avg. Delay 3.6 4.3 3.4 4.0

LoS = Levels of Service

DoS = Degree of Saturation

Delay = Total average vehicle delay (seconds per vehicle)


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Criteria for Interpreting Results of Sidra Analysis

1. Level of Service (LOS)

LOS

Traffic Signals and Roundabouts

Give Way and Stop Signs 'A'

'B'

'C'

'D'

'E'

'F'

Good operation.

Good with acceptable delays and spare capacity.

Satisfactory.

Operating near capacity.

At capacity; at signals incidents will cause excessive

delays. Roundabouts require other control mode.

Unsatisfactory and requires additional capacity.

Good operation.

Acceptable delays and spare capacity.

Satisfactory but accident study required.

Near capacity and accident study required.

At capacity and requires other control mode.

Unsatisfactory and requires other control mode.

2. Average Vehicle Delay (AVD)

The AVD provides a measure of the operational performance of an intersection as indicated on the table below

which relates AVD to LOS. The AVD’s listed in the table should be taken as a guide only as longer delays

could be tolerated in some locations (ie inner city conditions) and on some roads (ie minor side street

intersecting with a major arterial route).

Level of

Service

Average Delay

per Vehicle

(secs/veh)

Traffic Signals, Roundabout

Give Way and Stop Signs

A less than 14 Good operation. Good operation.

B 15 to 28 Good with acceptable delays and spare

capacity.

Acceptable delays and spare capacity.

C 29 to 42 Satisfactory. Satisfactory but accident study

required.

D 43 to 56 Operating near capacity. Near capacity and accident study

required.

E 57 to 70 At capacity; at signals incidents will

cause excessive delays.

Roundabouts require other control

mode.

At capacity and requires other control

mode.

3. Degree of Saturation (DS)

The DS is another measure of the operational performance of individual intersections.

For intersections controlled by traffic signals1 both queue length and delay increase rapidly as DS approaches 1,

and it is usual to attempt to keep DS to less than 0.9. Values of DS in the order of 0.7 generally represent

satisfactory intersection operation. When DS exceeds 0.9 queues can be anticipated.

For intersections controlled by a roundabout or GIVE WAY or STOP signs, satisfactory intersection operation

is indicated by a DS of 0.8 or less.

1 The values of DS for intersections under traffic signal control are only valid for cycle length of 120 secs.


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4. PARKING IMPLICATIONS

Existing Kerbside Parking Restrictions

The existing kerbside parking restrictions which apply to the road network in the vicinity of

the site are illustrated on Figure 6. Key features of those parking restrictions are:

• CLEARWAY restrictions on both sides of Parramatta Road

• generally NO STOPPING restrictions throughout Loftus Lane with the exception of a

section of UNRESTRICTED PARKING along the western Loftus Lane site frontage.

Off-Street Car Requirements

The off-street parking requirements applicable to the development are specified in Council’s

Strathfield Development Control Plan No. 20 – Parramatta Road Corridor Area (in force

from May 2006). The DCP 20 does not nominate an off-street car parking rate for serviced

apartments or pubs, however it nominates the following parking rates which could be

applicable to the development proposal:

A. Retail Development

Retail/commercial development to provide parking generally in accordance with Council’s DCP No. 4

except as varied below:

• For shops less than 500m2 GFA, one space per 50m2

• For shops between 500-1000m2 GFA, one space per 40m2.

D. Mixed use Developments

Where a proposed development includes both commercial and residential uses, the following parking

provisions for the residential component will be applied.

• 1 space per 1 and 2 bedroom unit.

• 1.5 spaces per 3 or more bedroom unit.

• Visitor parking:

It is considered appropriate to maximise use of any commercial parking spaces on site as well as

nearby kerbside parking supply and part of any public off-street public parking areas for use by

visitors. Council will require some provision of visitor parking on-site in accessible locations for

large scale residential buildings in excess of 20 units. In this regard 1 parking space per 5 units

for visitors is required.


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For the purposes of this assessment the residential parking rates nominated above have been

adopted in respect of the serviced apartments component of the development proposal, and

the retail parking rate has been adopted in respect of the ground floor pub component of the

development proposal.

Application of the above DCP 20 parking rates to the residential and serviced apartment

components of the development proposal yields an off-street car parking requirement of 47

resident spaces, 9 residential visitor spaces, 21 serviced apartment spaces and 4 serviced

apartment visitor spaces. However, given the short-term occupancy nature of serviced

apartments, the visitor car parking for the serviced apartments is unlikely to be used or

required.

Application of the above retail parking rate to the ground floor pub component of the

development proposal yields an off-street car parking requirement of 13.3 parking spaces.

Application of the above DCP 20 parking requirements is summarised in the table below:

DCP 20– Parramatta Road Corridor Area (May 2006)

Off-Street Parking Requirements

Residential Apartments (44 apartments): 55.3 spaces

Serviced Apartments (19 apartments): 20.5 spaces

Ground Floor Pub (532m2): 13.3 spaces

TOTAL PARKING REQUIRED: 89.1 spaces

Council has exhibited a draft version of Strathfield Development Control Plan – Parramatta

Road Precinct (May 2018) for comment which nominates the following parking rates

applicable to the development proposal:

Controls

(i) Residential parking is to be provided in accordance with the following:

• 1 space per 1 and 2 bedroom apartment

• 1.5 spaces per 3 or more bedroom unit

In addition, 1 space per 5 units (for developments in excess of 20 units) are to be provided as visitor

parking.


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(ii) For commercial/retail development and other land uses parking is to be provided at the following

rates:

• Retail less than 500m2 GFA: 1 space per 100m2

• Retail between 500-1000m2 GFA: 1 space per 75m2

Application of the above Draft DCP parking rates to the residential and serviced apartment

components of the development proposal yields an off-street car parking requirement of 47

resident spaces, 9 residential visitor spaces, 21 serviced apartment spaces and 4 serviced

apartment visitor spaces. However, given the short-term occupancy nature of serviced

apartments, the visitor car parking is unlikely to be used or required.

Application of the Draft DCP – Parramatta Road Precinct (May 2018) retail parking rates to

the ground floor pub component of the development proposal yields an off-street car parking

requirement of 7.1 spaces.

Application of the above Draft DCP Parramatta Road Precinct parking requirements are set

out in the table below:

Draft DCP – Parramatta Road Precinct (May 2018)

Off-Street Parking Requirements

Residential Apartments (44 apartments): 55.3 spaces

Serviced Apartments (19 apartments): 20.5 spaces

Ground Floor Pub (532m2): 7.1 spaces

TOTAL PARKING REQUIRED: 82.9 spaces

Neither DCP 20 nor the Draft DCP – Parramatta Road Precinct (May 2018) nominate a

parking rate for hotels/pubs, and reference is therefore made to the following parking rates

which are nominated in Part I of Strathfield Consolidated Development Control Plan 2005 (3

May 2006):

3.2.3 Hotels

(a) Parking

(i) 1 space per 3.5m2 licensed floor area plus 1 space per room or motel unit.


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(ii) Where a proposed development includes a function room for live music, performances or

for a discotheque, additional parking spaces at 1 space for each 3 seats or spaces totally

1/3 the capacity of the room, whichever provides the greater number of spaces.

However, the above DCP hotel parking requirement seems somewhat excessive, and would

appear to be based on the results of surveys conducted in 1977 and in 1978 by the then

Traffic Authority of NSW, prior to the introduction of random breath testing in January 1982.

It will be appreciated that community attitudes to drink-driving have substantially changed in

the past 30 to 40 years, resulting in a substantial reduction in the parking demands generated

by licensed premises.

By way of comparison, reference is therefore made to week-long parking accumulation

surveys undertaken at Wentworth Hotel – an existing pub located in the Strathfield LGA. The

surveys identified an average maximum parking demand in the order of “1 space per 34m2”

which can be appropriately applied to subject proposal on the basis that both are similar in

terms of land us, demographic and locality.

Application of the above parking rate to the proposed pub of 532m2 yields a peak off-street

car parking requirement of 15.6 spaces.

The cumulative off-street parking requirements applicable to the development proposal are

therefore in the order of 91 spaces as set out in the table below:

OFF-STREET PARKING REQUIREMENTS

Residential Apartments (44 apartments):

Serviced Apartments (19 apartments):

Hotel/Pub (532m2):

55.3 spaces

20.5 spaces

15.6 spaces

TOTAL OFF-STREET PARKING REQUIRED: 91.4 spaces

The proposed development makes provision for a total of 93 car parking spaces, comprising

47 spaces for residents, 9 spaces for residential visitors, 21 spaces for the serviced apartments

and 16 spaces for the hotel/pub component, thereby satisfying Council and actual car parking

requirements.


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The geometric design layout of the proposed car parking facilities has been designed to

comply with the relevant requirements specified in the Standards Australia publication

Parking Facilities Part 1 – O3ff-Street Car Parking AS2890.1 and Parking Facilities Part 6 -

Off-Street Parking for People with Disabilities AS2890.6 in respect of parking bay

dimensions, ramp gradients and aisle widths.

Loading/Servicing Provisions

The proposed new mixed-use building is expected to be serviced by a variety of light

commercial vehicles and trucks up to and including 8.8m long MRV rigid trucks.

A dedicated service bay will be provided on the southern side of the building, at the ground

floor level. The manoeuvring area has been designed to accommodate the swept turning path

requirements of these 8.8m long MRV rigid trucks, allowing them to reverse into the loading

bay and to then exit the site whilst travelling in forward gear at all times, as demonstrated by

the attached swept turning path diagram.

It is noted in this regard that Standards Australia AS2890.2 – 2002 permits on-street

manoeuvring provided where it is “strictly limited” to one reversing movement, either into or

out of the street, if permitted by the relevant authority. In this instance, it is noted that Loftus

Lane is a quiet, local service lane which carries minimal volumes of traffic, and is therefore

ideally suited to a reversing manoeuvre into the site, with a forward exit when departing the

site.

Restricting movements into the site to reversing only ensures that the reversing manoeuvre

can be undertaken safely as the driver will have clear visibility of any vehicles approaching

from behind (as opposed to reversing out of the site which is not favoured).

The geometric design layout of the proposed loading/service area has been designed to

comply with the relevant requirements specified in the Standards Australia publication

Parking Facilities Part 2 - Off-Street Commercial Vehicle Facilities AS2890.2 in respect of

loading bay dimensions for MRV trucks.


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Conclusion

In summary, the proposed parking facilities satisfy the relevant requirements specified in

both Council’s requirements as well as the Australian Standards and it is therefore concluded

that the proposed development will not have any unacceptable parking or loading

implications.

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32 m HOB.16 m HOB .

BOUNDARY

BOUN

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10m SETBACK - DRAFT DCP

No. 146-154 PARRAMATTA RDEXISTING 7 STOREYRESIDENTIAL APARTMENTS

No. 31-32 LOFTUS CRESEXISTING 2 STOREYTOWNHOUSES

DEEP SOIL ZONE TOACCOMODATE LARGE TREE

162 m²

COURTYARD

RAMP GRADIENTS SUBJECT TOFURTHER ADVICE FROMCOUNCIL & TRAFFIC ENGINEER.

AUGUSTUS LOFTUS

EXISTING LAYBACKAND SPLAYS TO BEREMOVED

EXISTING KERB ANDSPLAYS TO BE REMOVED

PROPOSED NEWFOOTPATH

FOOT

PATH

NEW 1200mm WIDEFOOTPATH TO LANE

WEATHERPROOF/TERRACE AREA

MAIN PUBENTRY

SPORTS THEATRE

BACK TO BACKSPORTS THEATRE

APPROX.EX RL 8.33

9.170 RL

FIRE BOOSTER &ASSEMBLY

SUBSTATION TO FUTUREDETAIL

UP

EXISTINGSTORMWATEROUTLET

GAMINGENTRY

FIREEXIT

SERVICEDAPARTMENT

ENTRY

LOFTUS LANE

LINE OF AWNING ABOVE

DEEP SOIL ZONE BELOW TOACCOMODATE LARGE TREE

EXISTING TREE TO BEDEMOLISHED

FHR

DRIVEWAY

LOFT

US LA

NEBOUNDARY

MAIN VEHICULARENTRY VEHICULAR RAMP

1:14 RAMP

1:14 RAMP

8.600 RL 8.886 RL

67 m²

WASTE

1:41:20

ROAD RL10.740

1:5.71:20

196 m²

SPORTS BAR

173 m²

GAMING

RL10.550

65 m²

LOADING DOCK

1:20 WALKWAYBIN

BIN

BIN

BIN

BAR

GAMING BAR

COMMERCIAL WASTERESIDENTIAL WASTE

10.550 RL

10.480 RL

27 m²

KITCHEN

35 m²

TOILETS

LINE OF FLOOR ABOVE

58 m²

GARDEN / AIRLOCK

VOID

VOID

VOID

31 m²

PLANT / BOH

RESIDENTIALENTRY

SERVICEDAPARTMENT

LOBBY

RESIDENTIALLOBBY

PUB LIFT

6450

EGRESS

2.4m

BULK

HEAD

ABO

VE

STORE

20 m²

OFFICE

9.200 RL

9.200 RL

10.450 RL

OUTDOORFOODSTAND

9.200 RL9.200 RL

10.295 RL

1:16

11.040 RL

10.900 RL

BIN

BIN

BIN

BIN

BIN

10.450 RL

50 m²

LOBBY

BIN

10.445 RL

MAIL

BOXE

S

2175

RESI LIFT

SERVICEDAPTS LIFT

BIN

BIN

BIN

BIN

BIN

BIN

BIN

BIN

BIN

BIN

WASTE CHUTE

LOW HEIGHTAREA / PLANT

9.500 RL

LINE

OF O

SD A

BOVE

10.841 RL

MR

V - M

edium

R

igid V

ehicle

MRV - Medium Rigid Vehicle

19072

PROJECT NO.

136 Parramatta Road

Homebush

Phone +61 2 9904 3224PO Box 1868

Neutral Bay, NSW 2089www.vargatraffic.com.au

Sydney, Australia

VARGA TRAFFIC PLANNING Pty LtdABN 88 071 762 537Suite 6, Level 120 Young StreetNeutral Bay, NSW 2089

DRAWING TITLE

ADDRESS

TYRV

REVIEWED PREPARED

PROJECT

IRIS HOTEL

DATE DRAWN

2019-3-27

TURNING PATHS 190403

1:250 @ A4


APPENDIX A

TRAFFIC SURVEY DATA

R.O.A.R. DATA : Varga Traffic Planning

Reliable, Original & Authentic Results : 6928 HOMEBUSH Loftus Lane

Ph.88196847, Mob.0418-239019 : Wednesday 17th October 2018

Lights Heavies

Time Per T L R L R T TOT Time Per T L R L R T TOT Time Per T L R L R T TOT

0730 - 0745 4 1 1 7 0 1 14 0730 - 0745 0 0 0 0 0 0 0 0730 - 0745 4 1 1 7 0 1 14

0745 - 0800 7 0 2 30 0 0 39 0745 - 0800 0 0 0 0 0 0 0 0745 - 0800 7 0 2 30 0 0 39

0800 - 0815 4 1 1 23 0 0 29 0800 - 0815 0 0 0 0 0 0 0 0800 - 0815 4 1 1 23 0 0 29

0815 - 0830 9 4 3 15 0 1 32 0815 - 0830 0 0 0 0 0 0 0 0815 - 0830 9 4 3 15 0 1 32

0830 - 0845 10 3 3 16 1 33 0830 - 0845 0 0 0 0 0 0 0 0830 - 0845 10 3 3 16 1 0 33

0845 - 0900 9 1 0 9 0 19 0845 - 0900 0 0 0 0 0 0 0 0845 - 0900 9 1 0 9 0 0 19

0900 - 0915 2 1 2 10 1 16 0900 - 0915 0 0 0 0 0 0 0 0900 - 0915 2 1 2 10 1 0 16

0915 - 0930 5 1 1 9 0 16 0915 - 0930 0 0 0 0 0 0 0 0915 - 0930 5 1 1 9 0 0 16

Per End 50 12 13 119 2 2 198 Per End 0 0 0 0 0 0 0 Per End 50 12 13 119 2 2 198

Lights Heavies

Peak Per T L R L R T TOT Peak Per T L R L R T TOT Peak Per T L R L R T TOT

0730 - 0830 24 6 7 75 0 2 114 0730 - 0830 0 0 0 0 0 0 0 0730 - 0830 24 6 7 75 0 2 114

0745 - 0845 30 8 9 84 1 1 133 0745 - 0845 0 0 0 0 0 0 0 0745 - 0845 30 8 9 84 1 1 133

0800 - 0900 32 9 7 63 1 1 113 0800 - 0900 0 0 0 0 0 0 0 0800 - 0900 32 9 7 63 1 1 113

0815 - 0915 30 9 8 50 2 1 100 0815 - 0915 0 0 0 0 0 0 0 0815 - 0915 30 9 8 50 2 1 100

0830 - 0930 26 6 6 44 2 0 84 0830 - 0930 0 0 0 0 0 0 0 0830 - 0930 26 6 6 44 2 0 84

PEAK HR 30 8 9 84 1 1 133 PEAK HR 0 0 0 0 0 0 0 PEAK HR 30 8 9 84 1 1 133

Peds

Time Per TOT

0730 - 0745 12 0 N

0745 - 0800 17 9 93

0800 - 0815 20 9 93

0815 - 0830 14 0

0830 - 0845 11 0 0

0845 - 0900 5 9 84 Copyright ROAR DATA

0900 - 0915 3 9 84

0915 - 0930 7

Per End 89 0 38 38 0 114 114

0 8 8 1 1 0

Peak Per TOT

0730 - 0830 63

0745 - 0845 62 0 30 30 1 1 0

0800 - 0900 50

0815 - 0915 33 10 10 0 2 2 0

0830 - 0930 26

PEAK HR 62

EAST

Loftus L Loftus L Loftus L Loftus L Loftus L Loftus L

WEST

Loftus L Loftus L

NORTH EAST

WEST

WEST NORTH EAST

Loftus L Loftus L Loftus L

Loftus L Loftus L

NORTH

NORTH NORTH EAST



WEST NORTH

Loftus L

Combined

Combined

WEST NORTH EAST Loftus L

WEST

WEST

EAST

Loftus L

2 5 5

7 8 2

8 6 6

6 3 5

5 3 3

4 1 0

2 0 1

1 1 5


35 27 27

WEST NORTH EAST

23 22 18

26 20 16

23 13 14

17 7 9

12 5 9

26 20 16

Loftus L

0745 - 0845AM PEAK

Loftus L

Client

Job No/Name

Day/Date

EAST

Hours 1

Hours 2

Hours 3

Hours 4

Hours 5

R.O.A.R DATA : Varga Traffic Planning



AM

N

62 169

15 0 4 0

PERIOD

TOTAL VOLUMES

15 4

Loftus L

620

Loftus L

0

14

14 0

132

132

FOR COUNT

Client

Job No/Name

Day/Date

1690

Loftus L




AM

Loftus Lane & Loftus Lane

Client

Job No/Name

Day/Date

0

5

10

15

20

25

30

35

40

45

Nu

mb

er

of

Ve

hic

les

Time Periods

Light

Heavy

Combined



: Wednesday 17th October 2018

Lights Heavies

Time Per T L R L R T TOT Time Per T L R L R T TOT Time Per T L R L R T TOT

1630 - 1645 2 1 1 25 0 0 29 1630 - 1645 0 0 0 0 0 0 0 1630 - 1645 2 1 1 25 0 0 29

1645 - 1700 1 1 1 20 0 0 23 1645 - 1700 0 0 0 0 0 0 0 1645 - 1700 1 1 1 20 0 0 23

1700 - 1715 1 0 1 20 0 0 22 1700 - 1715 0 0 0 0 0 0 0 1700 - 1715 1 0 1 20 0 0 22

1715 - 1730 1 1 2 24 0 0 28 1715 - 1730 0 0 0 0 0 0 0 1715 - 1730 1 1 2 24 0 0 28

1730 - 1745 2 1 1 20 0 0 24 1730 - 1745 0 0 0 0 0 0 0 1730 - 1745 2 1 1 20 0 0 24

1745 - 1800 2 0 2 16 0 0 20 1745 - 1800 0 0 0 0 0 0 0 1745 - 1800 2 0 2 16 0 0 20

1800 - 1815 2 0 1 21 0 0 24 1800 - 1815 0 0 0 0 0 0 0 1800 - 1815 2 0 1 21 0 0 24

1815 - 1830 4 0 3 14 0 0 21 1815 - 1830 0 0 0 0 0 0 0 1815 - 1830 4 0 3 14 0 0 21


Lights Heavies

Peak Per T L R L R T TOT Peak Per T L R L R T TOT Peak Per T L R L R T TOT

1630 - 1730 5 3 5 89 0 0 102 1630 - 1730 0 0 0 0 0 0 0 1630 - 1730 5 3 5 89 0 0 102

1645 - 1745 5 3 5 84 0 0 97 1645 - 1745 0 0 0 0 0 0 0 1645 - 1745 5 3 5 84 0 0 97

1700 - 1800 6 2 6 80 0 0 94 1700 - 1800 0 0 0 0 0 0 0 1700 - 1800 6 2 6 80 0 0 94

1715 - 1815 7 2 6 81 0 0 96 1715 - 1815 0 0 0 0 0 0 0 1715 - 1815 7 2 6 81 0 0 96

1730 - 1830 10 1 7 71 0 0 89 1730 - 1830 0 0 0 0 0 0 0 1730 - 1830 10 1 7 71 0 0 89


Peds

Time Per TOT

1630 - 1645 8 0 N

1645 - 1700 5 3 94

1700 - 1715 9 3 94

1715 - 1730 10 0

1730 - 1745 13 0 0

1745 - 1800 7 5 89 Copyright ROAR DATA

1800 - 1815 11 5 89

1815 - 1830 10

Per End 73 0 8 8 0 94 94

0 3 3 0 0 0

Peak Per TOT

1630 - 1730 32

1645 - 1745 37 0 5 5 0 0 0

1700 - 1800 39

1715 - 1815 41 5 5 0 0 0 0

1730 - 1830 41

PEAK HR 32

EAST

Loftus L

Client

Job No/Name

Day/Date

EAST

1630 - 1730PM PEAK

Loftus L Loftus L26 7 8

9 11 12

14 11 14

21 8 12

9 11 12

11 12 14


35 18 20

WEST NORTH EAST

9 1 1

8 2 0

5 3 5

4 1 2

2 4 3

3 3 4

3 2 3

1 2 2


Combined

Combined

WEST NORTH EAST Loftus L

WEST NORTH EAST


NORTH EAST


WEST

Loftus L Loftus L

WEST NORTH EAST

Loftus L Loftus L Loftus L Loftus L

NORTH

Loftus LLoftus L

NORTH EAST

WEST

WEST


Ph.88196847, Mob.0418-239019

NORTHWEST

Hours 1

Hours 2

Hours 3

Hours 4

Hours 5




N

19 175

12 0 0 0

Day/Date

1750

Loftus L

Job No/Name

Client

0

4

4 0

172

172

FOR COUNT

12 0

PM

Loftus L

190

Loftus L

PERIOD

TOTAL VOLUMES




Loftus Lane & Loftus Lane

Client

Job No/Name

Day/Date

PM

0

5

10

15

20

25

30

35

Nu

mb

er

of

Ve

hic

les

Time Periods

Light

Heavy

Combined




N

Intersection Details

Obtained via satellite

May be incorrect

No signage or line markings

R L

9 84 AM

AM PM 5 89 PM

8 3 L

30 5 T

R 0 1PM AM

T 0 1

Weather >>>

Combined Figures only 1630 - 1730

PM PEAK HOUR

Loftus Lane

Loftus Lane

0745 - 0845

Client

Job No/Name

Day/Date

AM PEAK HOUR

Loftus Lane




Lights Heavies

Time Per T R L R L T TOT Time Per T R L R L T TOT Time Per T R L R L T TOT

0730 - 0745 243 1 1 0 7 222 474 0730 - 0745 4 0 0 0 0 4 0730 - 0745 247 1 1 0 7 222 478

0745 - 0800 251 8 0 0 24 238 521 0745 - 0800 0 0 0 0 4 4 0745 - 0800 251 8 0 0 24 242 525

0800 - 0815 260 2 1 0 22 251 536 0800 - 0815 3 0 0 0 0 3 0800 - 0815 263 2 1 0 22 251 539

0815 - 0830 231 7 4 0 11 277 530 0815 - 0830 0 0 0 0 3 3 0815 - 0830 231 7 4 0 11 280 533

0830 - 0845 205 6 4 0 13 243 471 0830 - 0845 5 0 0 0 0 5 0830 - 0845 210 6 4 0 13 243 476

0845 - 0900 216 1 1 0 8 228 454 0845 - 0900 0 0 0 0 6 6 0845 - 0900 216 1 1 0 8 234 460

0900 - 0915 227 2 2 0 10 251 492 0900 - 0915 2 0 0 0 0 2 0900 - 0915 229 2 2 0 10 251 494

0915 - 0930 235 1 0 1 9 269 515 0915 - 0930 0 0 0 0 8 8 0915 - 0930 235 1 0 1 9 277 523


Lights Heavies

Peak Per T R L R L T TOT Peak Per T R L R L T TOT Peak Per T R L R L T TOT

0730 - 0830 985 18 6 0 64 988 2061 0730 - 0830 7 0 0 0 0 7 14 0730 - 0830 992 18 6 0 64 995 2075

0745 - 0845 947 23 9 0 70 1009 2058 0745 - 0845 8 0 0 0 0 7 15 0745 - 0845 955 23 9 0 70 1016 2073

0800 - 0900 912 16 10 0 54 999 1991 0800 - 0900 8 0 0 0 0 9 17 0800 - 0900 920 16 10 0 54 1008 2008

0815 - 0915 879 16 11 0 42 999 1947 0815 - 0915 7 0 0 0 0 9 16 0815 - 0915 886 16 11 0 42 1008 1963

0830 - 0930 883 10 7 1 40 991 1932 0830 - 0930 7 0 0 0 0 14 21 0830 - 0930 890 10 7 1 40 1005 1953


Peds

Time Per TOT 7 1003 1010 7 985 992

0730 - 0745 17

0745 - 0800 20 7 985 992 995 988 7

0800 - 0815 27

0815 - 0830 30

0830 - 0845 13 0 18 18 64 64 0

0845 - 0900 10

0900 - 0915 12 1001 994 7 1059 1052 7

0915 - 0930 8

Per End 137 6 0

6 0

0 0

Peak Per TOT 0 N

0730 - 0830 94 82

0745 - 0845 90 6 82

0800 - 0900 80 6

0815 - 0915 65 0

0830 - 0930 43

PEAK HR 94 Copyright ROAR DATA

Client

Job No/Name

Day/Date

Loftus L

Parramatt

EAST Combined

AM PEAK

0730 - 0830

WEST SOUTH EAST WEST SOUTH

Parramatta

WEST SOUTH EAST

Parramatt Loftus L Parramatta Parramatt Rd Loftus L Parramatta Parramatt Loftus L

SOUTH EAST Combined WESTWEST SOUTH EAST WEST

Loftus L Parramatta

Parramatta

SOUTH

WEST SOUTH EAST

EAST

Parramatt Loftus L Parramatt Rd Loftus L Parramatta

Parramatt Rd Loftus L Parramatta

Parramatt Rd

0 17 0

0 20 0

0 27 0

0 30 0

Parramatta Rd

0 137 0

0 13 0

0 10 0

0 94 0

12 0

0 8 0

0

Loftus L Parramatta

0

0 65 0

Parramatt Rd

0 80 0

WEST SOUTH EAST

90 0

0 94

0 43

0

0

Hours 1

Hours 2

Hours 3

Hours 4

Hours 5




N

1896 1910 1869 1883

2013 1992 2104 2083

Job No/Name

Day/Date

Client

21

14

Parramatt Rd Parramatta Rd

AM

TOTAL VOLUMES

132

132

14

21

14

FOR COUNT

PERIOD

Loftus L

14

0

0




AM

Loftus Lane & Parramatta Rd

Client

Job No/Name

Day/Date

0

100

200

300

400

500

600

Nu

mb

er

of

Ve

hic

les

Time Period

Light

Heavy

Combined




Lights Heavies

Time Per T R L R L T TOT Time Per T R L R L T TOT Time Per T R L R L T TOT

1630 - 1645 226 0 0 0 26 321 573 1630 - 1645 2 0 0 0 0 2 1630 - 1645 228 0 0 0 26 321 575

1645 - 1700 282 0 1 0 21 314 618 1645 - 1700 0 0 0 0 3 3 1645 - 1700 282 0 1 0 21 317 621

1700 - 1715 315 1 0 0 18 290 624 1700 - 1715 0 0 0 0 0 0 1700 - 1715 315 1 0 0 18 290 624

1715 - 1730 271 3 1 1 29 261 566 1715 - 1730 0 0 0 0 4 4 1715 - 1730 271 3 1 1 29 265 570

1730 - 1745 235 2 1 0 15 280 533 1730 - 1745 1 0 0 0 0 1 1730 - 1745 236 2 1 0 15 280 534

1745 - 1800 249 2 0 0 16 279 546 1745 - 1800 0 0 0 0 3 3 1745 - 1800 249 2 0 0 16 282 549

1800 - 1815 270 1 0 0 22 301 594 1800 - 1815 1 0 0 0 0 1 1800 - 1815 271 1 0 0 22 301 595

1815 - 1830 256 0 1 0 16 318 591 1815 - 1830 0 0 0 0 1 1 1815 - 1830 256 0 1 0 16 319 592


Lights Heavies

Peak Per T R L R L T TOT Peak Per T R L R L T TOT Peak Per T R L R L T TOT

1630 - 1730 1094 4 2 1 94 1186 2381 1630 - 1730 2 0 0 0 0 7 9 1630 - 1730 1096 4 2 1 94 1193 2390

1645 - 1745 1103 6 3 1 83 1145 2341 1645 - 1745 1 0 0 0 0 7 8 1645 - 1745 1104 6 3 1 83 1152 2349

1700 - 1800 1070 8 2 1 78 1110 2269 1700 - 1800 1 0 0 0 0 7 8 1700 - 1800 1071 8 2 1 78 1117 2277

1715 - 1815 1025 8 2 1 82 1121 2239 1715 - 1815 2 0 0 0 0 7 9 1715 - 1815 1027 8 2 1 82 1128 2248

1730 - 1830 1010 5 2 0 69 1178 2264 1730 - 1830 2 0 0 0 0 4 6 1730 - 1830 1012 5 2 0 69 1182 2270


Peds

Time Per TOT 2 1098 1100 2 1095 1097

1630 - 1645 17

1645 - 1700 9 2 1094 1096 1193 1186 7

1700 - 1715 15

1715 - 1730 7

1730 - 1745 4 0 4 4 94 94 0

1745 - 1800 13

1800 - 1815 15 1195 1188 7 1287 1280 7

1815 - 1830 22

Per End 102 2 1

2 1

0 0

Peak Per TOT 0 N

1630 - 1730 48 98

1645 - 1745 35 3 98

1700 - 1800 39 3

1715 - 1815 39 0

1730 - 1830 54

PEAK HR 48 Copyright ROAR DATA

0 39 0

WEST SOUTH EAST


0

0 54 0

0 48 0

39 0

0 48 0

0 35 0

0 22 0

0 102 0

0 13 0

0 15 0

0 7 0

0 4 0

0 9 0

0 15 0


0 17 0

EAST

EAST

Parramatt Loftus L Parramatta Parramatt Rd Loftus L Parramatta

Parramatta RdParramatt Rd

Loftus L Parramatta

Parramatta

SOUTH

Loftus L

WESTWEST SOUTH EAST WEST EAST

SOUTH EAST

Parramatt Loftus L Parramatta Parramatt Rd Loftus L Parramatta Parramatt

PM PEAK

1630 - 1730

WEST SOUTH EAST WEST SOUTH

SOUTH

WEST SOUTH

Client

Job No/Name

Day/Date

Loftus L

Parramatt

EAST Combined WEST

Combined

Hours 1

Hours 2

Hours 3

Hours 4

Hours 5




N

2113 2117 2105 2109

2379 2368 2538 2527

0

172

172

Loftus L

5

5

11

4

Parramatt Rd Parramatta Rd

4

11

Client

PM

Job No/Name

Day/Date

TOTAL VOLUMES

FOR COUNT

PERIOD

0




Job No/Name

Day/Date

Client

Loftus Lane & Parramatta Rd

PM

0

100

200

300

400

500

600

700

Nu

mb

er

of

Ve

hic

les

Time Period

Light

Heavy

Combined




N

Intersection Layout

Obtained via satellite

May be incorrect

AM PM

992 1096 T

18 4 R

T 1193 995

L 94 64

PM 2 1PM AM

AM 6 0

L R

Weather >>>

Parramatta Rd

Parramatta Rd

PM PEAK HOUR

1630 - 1730

Loftus Lane

Client

Job No/Name

Day/Date

AM PEAK HOUR

0730 - 0830


APPENDIX B

SIDRA MOVEMENT SUMMARIES

MOVEMENT SUMMARYSite: 101 [Existing AM]

Loftus Lane & Loftus Lane IntersectionSite Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows 95% Back of QueueMov

ID Turn Deg.

SatnAverage

Delay Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.Cycles

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m km/hEast: Loftus Lane

5 T1 1 0.0 0.001 0.1 LOS A 0.0 0.0 0.10 0.27 0.10 48.2

6 R2 1 0.0 0.001 4.7 LOS A 0.0 0.0 0.10 0.27 0.10 47.3

Approach 2 0.0 0.001 2.4 NA 0.0 0.0 0.10 0.27 0.10 47.8

North: Loftus Lane

7 L2 84 0.0 0.060 4.6 LOS A 0.2 1.7 0.09 0.50 0.09 46.4

9 R2 9 0.0 0.060 4.7 LOS A 0.2 1.7 0.09 0.50 0.09 46.0

Approach 93 0.0 0.060 4.7 LOS A 0.2 1.7 0.09 0.50 0.09 46.4

West: Loftus Lane

10 L2 8 0.0 0.020 4.6 LOS A 0.0 0.0 0.00 0.11 0.00 48.9

11 T1 30 0.0 0.020 0.0 LOS A 0.0 0.0 0.00 0.11 0.00 49.3

Approach 38 0.0 0.020 1.0 NA 0.0 0.0 0.00 0.11 0.00 49.2

All Vehicles 133 0.0 0.060 3.6 NA 0.2 1.7 0.07 0.39 0.07 47.2

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).Vehicle movement LOS values are based on average delay per movement.Minor Road Approach LOS values are based on average delay for all vehicle movements.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a good LOS measure due to zero delays associated with major road movements.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: VARGA TRAFFIC PLANNING | Processed: Wednesday, 3 April, 2019 9:23:15 AMProject: Z:\DATA\Data\Jobs01\Jobs\19work\19072Y_136-144ParramattaRdHomebush\SIDRA\190403\LoftusLn_LoftusLn_Intersn.sip8

MOVEMENT SUMMARYSite: 101 [Existing PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



5 T1 1 0.0 0.001 0.0 LOS A 0.0 0.0 0.04 0.27 0.04 48.4

6 R2 1 0.0 0.001 4.6 LOS A 0.0 0.0 0.04 0.27 0.04 47.5

Approach 2 0.0 0.001 2.3 NA 0.0 0.0 0.04 0.27 0.04 47.9

North: Loftus Lane

7 L2 89 0.0 0.059 4.6 LOS A 0.2 1.7 0.03 0.52 0.03 46.6

9 R2 5 0.0 0.059 4.6 LOS A 0.2 1.7 0.03 0.52 0.03 46.1

Approach 94 0.0 0.059 4.6 LOS A 0.2 1.7 0.03 0.52 0.03 46.5

West: Loftus Lane

10 L2 3 0.0 0.004 4.6 LOS A 0.0 0.0 0.00 0.20 0.00 48.4

11 T1 5 0.0 0.004 0.0 LOS A 0.0 0.0 0.00 0.20 0.00 48.9

Approach 8 0.0 0.004 1.7 NA 0.0 0.0 0.00 0.20 0.00 48.7

All Vehicles 104 0.0 0.059 4.3 NA 0.2 1.7 0.03 0.49 0.03 46.7



MOVEMENT SUMMARYSite: 101 [Proposed AM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



5 T1 2 0.0 0.002 0.1 LOS A 0.0 0.0 0.08 0.18 0.08 48.8

6 R2 1 0.0 0.002 4.7 LOS A 0.0 0.0 0.08 0.18 0.08 47.8

Approach 3 0.0 0.002 1.6 NA 0.0 0.0 0.08 0.18 0.08 48.5

North: Loftus Lane

7 L2 84 0.0 0.061 4.7 LOS A 0.2 1.7 0.10 0.50 0.10 46.4

9 R2 10 0.0 0.061 4.7 LOS A 0.2 1.7 0.10 0.50 0.10 46.0

Approach 94 0.0 0.061 4.7 LOS A 0.2 1.7 0.10 0.50 0.10 46.3

West: Loftus Lane

10 L2 8 0.0 0.022 4.6 LOS A 0.0 0.0 0.00 0.10 0.00 48.9

11 T1 35 0.0 0.022 0.0 LOS A 0.0 0.0 0.00 0.10 0.00 49.4

Approach 43 0.0 0.022 0.9 NA 0.0 0.0 0.00 0.10 0.00 49.3

All Vehicles 140 0.0 0.061 3.4 NA 0.2 1.7 0.07 0.37 0.07 47.3



MOVEMENT SUMMARYSite: 101 [Proposed PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



5 T1 8 0.0 0.005 0.0 LOS A 0.0 0.0 0.01 0.06 0.01 49.6

6 R2 1 0.0 0.005 4.6 LOS A 0.0 0.0 0.01 0.06 0.01 48.7

Approach 9 0.0 0.005 0.5 NA 0.0 0.0 0.01 0.06 0.01 49.5

North: Loftus Lane

7 L2 89 0.0 0.064 4.6 LOS A 0.3 1.8 0.05 0.51 0.05 46.5

9 R2 12 0.0 0.064 4.6 LOS A 0.3 1.8 0.05 0.51 0.05 46.1

Approach 101 0.0 0.064 4.6 LOS A 0.3 1.8 0.05 0.51 0.05 46.5

West: Loftus Lane

10 L2 3 0.0 0.006 4.6 LOS A 0.0 0.0 0.00 0.14 0.00 48.8

11 T1 9 0.0 0.006 0.0 LOS A 0.0 0.0 0.00 0.14 0.00 49.2

Approach 12 0.0 0.006 1.1 NA 0.0 0.0 0.00 0.14 0.00 49.1

All Vehicles 122 0.0 0.064 4.0 NA 0.3 1.8 0.04 0.44 0.04 46.9



MOVEMENT SUMMARYSite: 101 [Existing AM]

Parramatta Road & Loftus Lane IntersectionSite Category: (None)Giveway / Yield (Two-Way)


ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hSouth: Loftus Lane

1 L2 6 0.0 0.029 5.7 LOS A 0.1 0.6 0.61 0.59 0.61 42.9

3 R2 1 0.0 0.029 80.3 LOS F 0.1 0.6 0.61 0.59 0.61 43.0

Approach 7 0.0 0.029 16.3 LOS B 0.1 0.6 0.61 0.59 0.61 42.9

East: Parramatta Road

4 L2 64 0.0 0.182 5.6 LOS A 0.0 0.0 0.00 0.11 0.00 57.4

5 T1 995 0.7 0.182 0.0 LOS A 0.0 0.0 0.00 0.03 0.00 59.7

Approach 1059 0.7 0.182 0.4 NA 0.0 0.0 0.00 0.04 0.00 59.5

West: Parramatta Road

11 T1 992 0.7 0.186 0.5 LOS A 0.6 4.5 0.05 0.01 0.05 59.2

12 R2 18 0.0 0.186 15.3 LOS B 0.6 4.5 0.19 0.04 0.19 51.9

Approach 1010 0.7 0.186 0.8 NA 0.6 4.5 0.06 0.01 0.06 59.1

All Vehicles 2076 0.7 0.186 0.6 NA 0.6 4.5 0.03 0.03 0.03 59.2


SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: VARGA TRAFFIC PLANNING | Processed: Wednesday, 3 April, 2019 9:25:15 AMProject: Z:\DATA\Data\Jobs01\Jobs\19work\19072Y_136-144ParramattaRdHomebush\SIDRA\190403\ParramattaRd_LoftusLn_Intsn.sip8

MOVEMENT SUMMARYSite: 101 [Existing PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



1 L2 2 0.0 0.045 5.9 LOS A 0.1 0.8 0.82 0.71 0.82 30.4

3 R2 1 0.0 0.045 142.9 LOS F 0.1 0.8 0.82 0.71 0.82 30.4

Approach 3 0.0 0.045 51.5 LOS D 0.1 0.8 0.82 0.71 0.82 30.4


4 L2 94 0.0 0.222 5.6 LOS A 0.0 0.0 0.00 0.13 0.00 57.2

5 T1 1193 0.6 0.222 0.0 LOS A 0.0 0.0 0.00 0.04 0.00 59.6

Approach 1287 0.5 0.222 0.4 NA 0.0 0.0 0.00 0.04 0.00 59.4


11 T1 1096 0.2 0.192 0.2 LOS A 0.2 1.7 0.02 0.00 0.02 59.7

12 R2 4 0.0 0.192 20.1 LOS B 0.2 1.7 0.05 0.01 0.05 53.4

Approach 1100 0.2 0.192 0.3 NA 0.2 1.7 0.02 0.00 0.02 59.7

All Vehicles 2390 0.4 0.222 0.4 NA 0.2 1.7 0.01 0.03 0.01 59.5



MOVEMENT SUMMARYSite: 101 [Proposed AM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



1 L2 6 0.0 0.029 5.7 LOS A 0.1 0.6 0.61 0.58 0.61 42.9

3 R2 1 0.0 0.029 80.4 LOS F 0.1 0.6 0.61 0.58 0.61 43.0

Approach 7 0.0 0.029 16.3 LOS B 0.1 0.6 0.61 0.58 0.61 42.9


4 L2 65 0.0 0.183 5.6 LOS A 0.0 0.0 0.00 0.11 0.00 57.4

5 T1 995 0.7 0.183 0.0 LOS A 0.0 0.0 0.00 0.03 0.00 59.7

Approach 1060 0.7 0.183 0.4 NA 0.0 0.0 0.00 0.04 0.00 59.5


11 T1 992 0.7 0.186 0.5 LOS A 0.6 4.5 0.05 0.01 0.05 59.2

12 R2 18 0.0 0.186 15.3 LOS B 0.6 4.5 0.19 0.04 0.19 51.9

Approach 1010 0.7 0.186 0.8 NA 0.6 4.5 0.06 0.01 0.06 59.1

All Vehicles 2077 0.7 0.186 0.6 NA 0.6 4.5 0.03 0.03 0.03 59.2



MOVEMENT SUMMARYSite: 101 [Proposed PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



1 L2 2 0.0 0.046 5.8 LOS A 0.1 0.8 0.81 0.70 0.81 30.3

3 R2 1 0.0 0.046 144.3 LOS F 0.1 0.8 0.81 0.70 0.81 30.3

Approach 3 0.0 0.046 52.0 LOS D 0.1 0.8 0.81 0.70 0.81 30.3


4 L2 101 0.0 0.223 5.6 LOS A 0.0 0.0 0.00 0.14 0.00 57.1

5 T1 1193 0.6 0.223 0.0 LOS A 0.0 0.0 0.00 0.04 0.00 59.6

Approach 1294 0.5 0.223 0.5 NA 0.0 0.0 0.00 0.05 0.00 59.4


11 T1 1096 0.2 0.192 0.2 LOS A 0.2 1.7 0.02 0.00 0.02 59.7

12 R2 4 0.0 0.192 20.3 LOS B 0.2 1.7 0.05 0.01 0.05 53.3

Approach 1100 0.2 0.192 0.3 NA 0.2 1.7 0.02 0.00 0.02 59.7

All Vehicles 2397 0.4 0.223 0.5 NA 0.2 1.7 0.01 0.03 0.01 59.5



136-144 Parramatta Road Homebush - strathfield.nsw.gov.au · 17 TRAFFIC SIGNALS in Parramatta Road...

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