planning proposal for residential subdivision …€¦ · - the john colet school - the belrose...

TRANSPORT AND TRAFFIC PLANNING ASSOCIATES

PLANNING PROPOSAL FOR

RESIDENTIAL SUBDIVISION

RALSTON AVENUE, BELROSE

Revised Transport, Traffic and Accessibility Report

September 2017 (Rev A)

Reference 17164


Transportation, Traffic and Design Consultants

Suite 502, Level 5

282 Victoria Avenue

CHATSWOOD 2067

Telephone (02) 9411 5660

Facsimile (02) 9904 6622

Email: [email protected]


TABLE OF CONTENTS

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

2. ENVISAGED DEVELOPMENT ............................................................................ 3

2.1 Sites and Context ........................................................................................ 3

2.2 Envisaged Subdivision ................................................................................ 3

3. ROAD NETWORK AND TRAFFIC CONDITIONS ............................................... 5

3.1 Road Network.............................................................................................. 5

3.2 Road Geometry ........................................................................................... 5

3.3 Traffic Controls ............................................................................................ 6

3.4 Traffic Conditions ........................................................................................ 7

3.5 Transport Services ...................................................................................... 8

4. ENVISAGED DEVELOPMENT ROAD SYSTEM ................................................. 9

4.1 Road System ............................................................................................... 9

4.2 Access Connections .................................................................................... 9

5. OTHER DEVELOPMENT ................................................................................... 10

6. TRAFFIC IMPLICATIONS.................................................................................. 12

6.1 Traffic Generation ...................................................................................... 12

6.2 Traffic Impact............................................................................................. 15

6.3 Traffic Related Environmental Implications ............................................... 15

7. SERVICING, PEDESTRIANS AND CYCLISTS ................................................. 18

7.1 Servicing ................................................................................................... 18

7.2 Pedestrians ............................................................................................... 18

7.3 Cyclists ...................................................................................................... 18

7.4 Bus Services ............................................................................................. 18

8. CONSTRUCTION TRAFFIC MANAGEMENT ................................................... 19

9. CONCLUSION ................................................................................................... 20


APPENDIX A INTERSECTION IMAGES APPENDIX B TRAFFIC SURVEY RESULTS APPENDIX C SIDRA RESULTS APPENDIX D EXTRACT FROM TRAFFIC STUDY

LIST OF ILLUSTRATIONS

FIGURE 1 LOCATION FIGURE 2 SITE FIGURE 3 ROAD NETWORK FIGURE 4 TRAFFIC CONTROLS FIGURE 5 PEAK TRAFFIC VOLUMES FIGURE 6 PROJECTED TRAFFIC DISTRIBUTION FIGURE 7 BUS TURNING PATH ASSESSMENT


Page 1

1. INTRODUCTION

This revised report has been prepared to respond to issues raised in representations

received in relation to the advertising of a Planning Proposal for the proposed

rezoning to permit a residential development on a site within the Metropolitan Local

Aboriginal Land Council (MLALC) landholding located to the west of Forest Way at

Belrose (Figure 1).

The Belrose area represents a highly desirable locality for residential development

due to the convenient proximity to shopping facilities, public transport services and

schools as well as sporting facilities, open space/bushland areas and the northern

peninsula beaches. Subdivisions have been occurring in the area for the past 40

years and whilst this has slowed in the past decade or so there have been some

developments along the eastern side of Forest Way in that time.

Virtually all available land zoned for residential development in the area has been

exhausted while there are other areas which present logical and easy potential

extensions to the existing urban development without adverse environmental

implications. A section of the large MLALC landholding presents such an opportunity

subject to rezoning.

The envisaged development which is the subject of the application represents a

further small extension immediately to the west of the earlier subdivisions. The

proposal will potentially provide approximately 156 low density residential lots with

new roads, involving an extension of existing collector roads which link to the ‘higher

order’ roads of Forest Way, Warringah Road and Mona Vale Road.


Page 2

The purpose of this report is to provide a revised assessment of potential road,

transport and traffic related implications of the envisaged development and in

particular:

- provide and assess updated traffic survey data

- assess the implications of new development in the area

- provide a revised assessment of the potential traffic impact on the access

intersections having regard for the updated survey results, new developments in

the area and revised Lot yield

- respond to issues raised by the authorities and the community


Page 3

2. ENVISAGED DEVELOPMENT

2.1 SITES AND CONTEXT

The development site (Figure 2) is part of Lot 1 DP602729 which occupies a large

irregular shaped total landholding of 135.3 ha located to the west of Forest Way (see

Deposited Plan reproduced overleaf). The undulating site is largely Hawkesbury

sandstone shrub and bushland apart from some cleared areas and tracks. The

landholding is bounded to the west by the large Garigal National Park which spans

the upper reachs of Middle Harbour Creek and its off shoots Bare Creek, Frenchs

Creek and Fireclay Gully.

The site is adjoined by the Sydney East Substation

Also located in the vicinity are:

- The John Colet School

- The Belrose Satellite Facility

- Belrose Waste Management Centre

The existing urban development extending each side of Forest Way generally

contain residential and rural residential properties together with aged persons

accommodation and schools.

2.2 ENVISAGED SUBDIVISION

The envisaged development (subject to rezoning approval) would largely reflect the

nature of the existing adjoining residential lands to the east with a road system

including the construction of the existing unmade sections of Ralston Avenue and

Wyatt Avenue.


Page 4

The proposed development will provide the potential for 156 residential lots with

normal frontage set back to the new road system. The site will retain significant

open space areas in various forms along roads which will have a somewhat

curvilinear alignment.

Details of the envisaged outcome are provided on the plan prepared by Lockley

Land Title Solutions which accompany the Rezoning Application and are reproduced

in part overleaf.

1:1001

PLAN OF PROPOSED SUBDIVISION OF LOT 1 INDP1139826 AND ROAD CLOSURES AT RALSTON AVENUE,BELROSE

THIS IS THE PLAN REFERRED TOIN MY LETTER DATED:

Registered Surveyor NSWDateRevision Description Reference00/00/00A - 00

Drawing title

Client MCPL ON BEHALF OF METROPOLITAN LALC

00/00/00B - 0000/00/00C - 0000/00/00D - 00

Registered Surveyors NSWLOCKLEY

www.ltsl.com.au

Suite 1, Level 1810 Pacific HighwayGordon NSW 2072Locked Bag 5Gordon NSW 2072P 1300 587 000F 02 9499 7760

40097PS-ROADreference

site AreaN/A

datumAHD

date of survey29/08/17

scale@A1

LGAWARRINGAH

number

SHEET OF 1

PLAN SHOWING ROAD CORRIDOR AND VERGES

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3. ROAD NETWORK AND TRAFFIC CONDITIONS

3.1 ROAD NETWORK

The road network serving the site (Figure 3) comprises:

Warringah Road – a State Road and arterial route connecting between

Pittwater Road at Brookvale across Roseville Bridge to Pacific Highway at

Chatswood

Forest Way – a State Road and sub-arterial route connecting between

Warringah Road and Mona Vale Road

Glen Street, Weardon Road, Hew Parade and Perentie Road – collector road

connecting off Forest Way to the east and west

Ralston Road, Cotentin Road and Wyatt Avenue – a collector road route

connecting between Forest Way

Crozier Road, Linden Avenue – a minor collector road route connecting to

Forest Way

3.2 ROAD GEOMETRY

The roadways in the vicinity of the sites have normal 20m wide road reservations

however the form of the road carriageways varies as follows:

Ralston Avenue – 12.8m wide roadway with kerb and gutter both sides except

for the western end. The roadway is generally straight and level with a slight

downgrade generally from west to east.

Wyatt Avenue – 12.8m wide roadway with kerb and gutter both sides except for

the section west of Cotentin Road where there is no northern kerb and the

pavement reduces to 8.5m. The roadway is generally straight and level except

for the western part which has a slight downgrade to the west


Page 6

3.3 TRAFFIC CONTROLS

The traffic controls, which have been applied to the road system serving the site,

(Figure 4) comprise:

the roundabout at the intersection of Ralston Avenue and Pringle Avenue

the traffic signal control at the of Forest Way/Wyatt Avenue and Morgan Road

intersection including right arrow phasing (See Appendix A for details)

the traffic signals at the Forest Way/Crozier Road intersection including right

turn arrow phasing (See Appendix A for details)

the traffic signals at the Forest Way/Hews Parade/Perentie Road intersection

the marked footcrossings on Ralston Road (wombat) and on Cotentin Road

adjacent to the primary school

the traffic calming measures on Elm Avenue including roundabout and raised

platforms controls

the roundabout at the Crozier Road/Linden Avenue intersection

the central median island along Forest Way restricting access movements at

Linden Avenue to left turn IN/OUT (See Appendix A for details)

The GIVE WAY control on Ralston Avenue at Forest Way (See Appendix A for

details) with partial ‘seagull’ treatment (ie centre storage for cars turning right

out of Ralston Avenue)

the 50 kmph School Zone speed limit on the local and collector roads with 40

kmph limits in the vicinity of schools

the marked footcrossing on Wyatt Avenue at the John Colet School


Page 7

3.4 TRAFFIC CONDITIONS

An indication of traffic conditions on the road system serving the area is provided by

data1 published by RMS and the results of surveys undertaken as part of this study.

The data published by RMS is expressed in terms of Annual Average Daily Traffic

(AADT) and the latest data is provided in the following:

AADT

Forest Way north of Frenchs Forest Road 75,379

Warringah Road west of Hilmer Street 78,279

Wakehurst Parkway south of Frenchs Forest Road 19,798

Surveys were undertaken at the principal access intersections along Forest Way

relative to the site during the morning and afternoon peak traffic periods in August

2012 and new surveys were undertaken in August 2017. The results of those

surveys are provided in Appendix B and summarised in Figure 5 showing a

comparison of the survey results which indicate very little change.

The operational performance of the intersections on Forest Way with the 2017

morning and afternoon peak volumes has been assessed using the SIDRA program.

The results of that assessment are provided in Appendix C and summarised in the

following while the criteria for interpreting the SIDRA results are provided overleaf.

AM PM

LOS AVD LOS AVD

Wyatt Avenue A 8.2 A 5.9

Ralston Avenue A 6.3 A 6.4

Hews Parade D 49.6 D 46.4

1 Traffic Volume Data for Sydney Region Roads and Maritime Services

Criteria for Interpreting Results of SIDRA Analysis 1. Level of Service (LOS) LOS Traffic Signals and Roundabouts Give Way and Stop Signs

‘A’ Good Good

‘B’ Good with acceptable delays and spare capacity Acceptable delays and spare capacity

‘C’ Satisfactory Satisfactory but accident study required

‘D’ Operating near capacity Near capacity and Accident Study required

‘E’ At capacity; at signals incidents will cause excessive delays. Roundabouts require other control mode

At capacity and requires other control mode

‘F’ Unsatisfactory and requires additional capacity 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, Roundabouts

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 signals

1 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


Page 8

The results indicate that the Hews Parade and Wyatt Avenue intersections operate

satisfactorily but the Ralston Avenue intersection does not however the later result

simply reflects the way that SIDRA models the delay for the right turn movement out

of Ralston Avenue (which does not have full regard for the gaps provided by the

adjacent traffic signals) and does not take account of the ‘partial seagull’

arrangement.

3.5 TRANSPORT SERVICES

Public transport services in the vicinity of the site are provided by the bus routes

operated by Forest Coach Lines, including:

Routes 270, L70 and 284 which run along Forest Way

Routes 270, 283 and 282 which run along the Wyatt Avenue, Cotentin Road,

Ralston Avenue and Pringle Avenue route

MacquarieHospital

Mona ValeHospital

Lady DavidsonHospital

Hornsby and Kuring-gaiHospital

Mt ColahRailway Station

AsquithRailway Station

HornsbyRailway Station

WaitaraRailway Station

WahroongaRailway Station

WarraweeRailway Station

TurramurraRailway Station

PymbleRailway Station

GordonRailway Station

KillaraRailway Station

LindfieldRailway Station

RosevilleRailway Station

ChatswoodRailway Station

Denistone East

MacquariePark

North Ryde

WestLindfield

Lindfield

Roseville

CastleCove

East Killara

Davidson

Chatswood

MiddleCove

Castlecrag

Seaforth

Forestville

KillarneyHeights

St. IvesChase

North Turramurra

Turramurra

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PearcesCorner

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DuffysForest

Waitara

Wahroonga

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Asquith

St. Ives

Marsfield

WestPymble

South Turramurra

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Gordon

Killara

TerreyHills

Belrose

OxfordFalls

Cromer

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Collaroy

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AllambieHeights

NorthBalgowlah

Balgowlah

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Harbord

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ManlyManly

ManlyVale

FrenchsForest

Ingleside

Bayview

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ElanoraHeights

Warriewood

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Du Faur StMcTaggart Rd

Cha

rlton

StBoomerang St

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nock

burn

Rd

Mon

a Val

e Rd

Burns Rd

Waterhouse Ave

Hunter Ave

Darnley St

Congh

am R

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Manning Rd

Living

ston

Ave

Cross St

Ryd

e Rd

Melbourne Rd

Archbold Rd

Nelson Rd

Churchill Rd

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d

Locksley Ave

Werona Ave

Crana Ave

Birdwood Ave

Abing

don Rd

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allal

ong

Cres

Wentworth Ave

Red

field

Rd

Owen St

Addison Ave Earl St

Moore St

Cannons PdeW

estm

eath

Ave

Stanhope Rd

The Broadw

ay

Tryon Rd

Middle Harbour Rd

Clanville Rd

Palm

erst

on R

d

Stuart St

Highfield Rd

Cook RdProvincial Rd

Gro

sven

or St

Cur

tin Ave

Page Ave

Herrin

g Rd

Rohini St

Coo

noon

barr

a R

d Carrington RdKintore St

Wes

tbro

ok A

ve

Boundary Rd

Cherrywood Ave

Clissol

d R

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Finlay

Rd

Roland

Ave

Fox Valley Rd

Buller St

Max

wel

l St

Koombalah Ave

Barwon Ave

Canoon Rd

Car

ina R

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Kiss

ing Point Rd

John

son

St

Bradfield R

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Terrace Rd

Lady Game Dr

Eton

Rd

Longf

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d St

Well

ington Rd

Carly

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Burdett St

King Rd

Lowe Rd

Grosvenor Rd

R

yde

Rd

Yarra

ra R

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Kooloona Cres

Yanko Rd

Waterloo Rd Lane

Cov

e Rd

Koola

Ave

Knox St

Pacific Hwy

Shirley Rd

Pacific Hwy

Vernon St

Comenarra Pkwy

Beaumont Rd

Ham

pden

Rd

Trentino Rd

Gro

sven

or S

t

Jubi

lee

St Boundary Rd

Monteith St

Leuna AveYanilla Ave

Bob

bin

Head R

d

Bobbi

n H

ead

Rd

Buckra St

Grandview St

Tele

graph Rd

Werona Ave

Mon

a Va

le R

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Eastern Arterial Rd

Lennox St

Ros

edal

e R

d

Murrua Rd

Stat

ion

St

Pacific

Hwy

Link Rd

Old

Ber

owra Rd

Penshurst St

Mills Ave

Beryl Ave

Somervi

lle R

d

Woodbury Rd

Col

lins

Rd

Curagul Rd

Epping Rd

Talavera Rd

Kuring

-gai

Cha

se Rd

Peter Cl

Dunoon

Ave

Kent St

Lane

Cov

e Rd

Cor

uha

Rd

Busac

o Rd

Wick

s Rd

Epping Rd

Kambora Rd

Sir Thom

as M

itche

l Dr

Hak

ea A

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Haigh Ave

Fore

st W

ay C

oten

tin R

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Prahan Ave

Forest Way

Mona Vale Rd

Mon

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Warrim

oo A

ve

The Esplande

Mona Vale Rd

Myo

ora

Rd

Wyong Rd

Boo

ralie Rd

Thuddungra Rd

Booralie Rd

Mona Vale Rd

Mona Vale Rd

Pittwater R

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Barrenjoey Rd

Sam

uel S

t

Macpherson St

Gar

den

St

Jacksons Rd

Pittw

ater

Rd

Oce

an S

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Pittwater R

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Pittw

ater

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Edgecliffe Bvd

Veterans Pde Telopea St

Middleton St

Cam

pbel

l Ave

Fish er Rd North

Toronto Ave

Tru

man

Ave

Alfred

St

Mcintosh Rd

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ra R

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Kirk

ston

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Wakehurst Pkw

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Allam

bie Rd

Judith St

Woodbine St

Frenchs Forest Rd

Powder Works Rd

Kala n

g R

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Anana Rd

W

arriewood Rd

Annam

Rd

Iris Rd

Wyatt Ave

Frenchs Forest Rd East

Con

dam

ine

Rd

Rembrandt Rd

Eastern Valley Way

Woodlands Ave

Eastern Rd

Ayres St

Starkey St

Melw

ood Ave

Glen St

Blackbutts Rd

Bea

consfield Rd

Grif

fin R

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Pitt Rd

Avo

n R

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Howard Ave

Mca

ringt

on P

de

Law

renc

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Crown Rd

Oliver St

Balgowlah Rd

New St

Sydney Rd Burn

t Brid

ge Creek Dvn

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ehur

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kwy

Clo

ntar

f St

Carnarvo

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Deepwater Rd

Neerim Rd

Victoria Ave

Fullers Rd

Mullwood Ave

Riv

er A

ve Fullers Rd

Blaxland Rd

Lincoln St

Mimosa Rd

Acr

on R

d

Ashley St

Anderson St

Killeaton St

Amourin St

Wyadra Ave

Bennet St

Kenneth Rd

Manning St

Lauderdale Ave

Edinburgh Rd

Vim

iear

a Rd

Lantana Ave

Car

ringt

on A

ve

Warringah Rd

Pittw

ater Rd

Bellev

ue R

d

Pittwater Rd

Boundary St

Herrin

g Rd A

buklea Rd

War

ringa

h Rd

Hor

ace

St

Rathowen Pde

Merriv

ale

Rd

Pentecost Ave

Battle Bvd

Seafor

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res

194195

194195

195

278

Commonroute alongdotted line

278

278

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277260

260

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270

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Commonroute alongdotted line

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270L70

L70270

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195196197

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197Macquarie UniversityUniversity Ave

195196

GordonRailway Station

194St Ives ShopsMemorial Ave

195St Ives ChaseMilburn Pl

196

197

197

197Mona Vale

Park St

270L70271

Terrey HillsMyoora Rd

284Duffys ForestWyong Rd

271274

282283

BelroseWyatt Ave

280Warringah MallInside

274DavidsonBlackbutts Rd

278277

280279 283

284282281Chatswood

Interchange

continues express to Town Hall via Alpha Road(see insert C at right).

270 L70 271 274194continues toNorth Sydney(see insert A & B at right).

260

260

260

260

260

260

Sailors Bay Rd

East

ern

Valle

y W

ay

Alp

ha R

d

Edinburgh Rd

Kameruka Rd

Cammeray Rd

Gore H

ill Freeway

Northbridge

Bro

ok S

t

Mill

er S

t

Palmer St

Flat Rock Dr

Strathallen Ave

Warringah Freeway

Map Inset A

Continues to Terrey Hills viaEastern Valley Way

260

Joins Map Inset B260

260

North Sydney(Blue St)

260

North SydneyRailway Station

NorthSydney

260

Berry St

Berry St

McLaren St

Ridge St

Carlow St

Wes

t St

Den

ison

St

Wal

ker S

t

Mill

er S

t

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er S

t

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Blue St

Wal

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Blue

s Po

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Pacific Hw

y

Pacific Hwy

Joins Map Inset A260Map Inset B

271274

271274

271274

271274

Wynyard

Sydney

Clarence St

Kent St

Sussex StKent St

York St

Town HallRailway Station

Druitt StPark St

King St

Bathurst St

Erskine St

Wes

tern

Dist

ribut

or

King St

Market St

Martin PlaceBarrack St

Geo

rge

St

George St

Pitt St

Hunter St

Bridge StGrosvenor St

Essex St

Jamison St

Margaret St

Car

ringt

on S

t

WynyardRailway Station

Continues express viaWarringah Freeway (see main map)

194 270 L70 271 274

194271

270274

L70

194270

271274

L70

194270

271274

L70

City - QVBYork St

Map Inset C

LegendPolice Station

Hospital

Shopping Centres

Railway Station

Educational Institutions

Bus Route

Limited Service

Bus Route Terminus

Bus Interchange

N1

Network Map


Page 9

4. ENVISAGED DEVELOPMENT ROAD SYSTEM

4.1 ROAD SYSTEM

The envisaged development road system reflects the objectives of permeability and

ESD housing outcomes avoiding the characteristics of a standard ‘grid’ pattern. The

proposed roadways will have a slightly curvilinear alignment reflecting the undulating

terrain.

The envisaged road configurations will reflect the Auspec criteria as specified in

Council’s LEP:

Distributor/Collector Function – 20 metre wide reserve, 13 metre wide roadway

with footway and verges

Perimeter Road Function – 13 metre wide reserve, 7 metre wide roadway with

footway, verge and swale

Local Street/Access Function – 10.5 metre wide reserve, 6 metre wide roadway

and verges

4.2 ACCESS CONNECTIONS

The access connections to the existing road system will comprise:

construction of Ralston Avenue from the existing termination to Wyatt Avenue

construction of Wyatt Avenue from the existing termination to Ralston Avenue

These access connections represent suitable, appropriate and easily understood

road arrangements.


Page 10

5. OTHER DEVELOPMENT

The potential traffic implications of two other developments were raised in the

submissions being:

Northern Beaches Hospital

Construction is substantially progressed on this new hospital which has

frontage to Warringah Road some 4kms to the south-east of the development

site. At the same time, there is very substantial road upgrade works being

undertaken along Warringah Road and adjoining roads including Forest Way.

Construction work on the hospital and the roadworks are currently at their

“peak” in relation to:

o workforces of some 500-760 on the hospital2 and some 370 on the

roadworks3

o delivery of materials and equipment

The workers arrive and depart in the peak commuter traffic periods and it is

assessed that this current traffic activity is equal to if not greater than the

traffic activity which will be associated with the operation of the hospital. This

current construction traffic related activity is captured in the recent traffic

surveys.

It is also apparent that:

o the hospital is quite some distance away from the development site

where the related traffic movements will be diluted

o the principal traffic movements generated by the completed hospital

will be to/from the east, west and north-east.

2 Source, Northern Beaches Hospital – Healthscope 3 Source, RMS community consultation office


Page 11

The John Colet School

The additions to school have been completed and are occupied and as such any

related change to traffic volumes are captured in the recent traffic surveys.

Glenrose Shopping Centre

Alterations and additions have been completed and are fully occupied and operational

as such any related change to traffic volumes on Forest Way are captured in the recent

traffic surveys.


Page 12

6. TRAFFIC IMPLICATIONS

6.1 TRAFFIC GENERATION

The RMS Development Guidelines4 provide generic criteria in relation to the

assessed traffic generation of single residential dwellings as follows:

Single Dwellings

‘Outer Sydney area, new dwellings, large lots, poor public transport’

- 0.85 vtph (peak hour)

Medium Density dwellings

‘Villas, townhouse, semi-detached and other medium density

2 and 3 bed – 0.5 to 0.65 vtph’

However unlike the other landuse categories dealt with in the Guidelines, and

particularly the various forms of residential development, there is no supporting

“Survey and Assessment” analysis to indicate where this longstanding Single

Dwelling criteria was derived from. The RMS document also identifies that some

25% of residential subdivision trips are “internal” involving local shops, schools and

local social/sporting visits.

TTPA have undertaken many of the studies commissioned by the former RTA to

derive the traffic generation of various landuses for incorporation into the now RMS

Development Guidelines. In 2003, TTPA undertook a major assessment of single

dwelling residential development (Glenmore Park Stage 1) which comprised some

5,600 dwellings on the western outskirts of Sydney. An extract from that study is

provided in Appendix D with the conclusion that the peak traffic generation of this

very large existing residential precinct (which has geographical/transport similarities

to the Belrose site) is some 0.65 vtph per dwelling.

4 Guide to Traffic Generating Development RTA NSW December 2002


Page 13

It is also noted that road network assessments recently undertaken for the State

Governments Growth Centres planning have adopted a peak traffic generation rate

for single dwelling (i.e. North West Growth Centres) of 0.57 vtph per dwelling. There

are schools and shops located within the precinct (i.e. without need to access Forest

Way which would indicate a moderate “internal” containment of generated trips

however in order to assess the traffic generation implications for the access

roadways and provide a robust assessment of the access intersection on Forest

Way, a peak traffic generation rate of 0.65 vtph per dwelling has been adopted (i.e.

without internal discount) with peak directional splits of 80/20 and 25/75 (i.e. AM and

PM). Thus, the projected traffic generation outcome with completed development on

the envisaged lots is as follows:

AM PM

156 Lots @ 0.65-102 vtph 20 82 77 25

However, a +25% sensitivity factor has been applied to the projected peak

generation to reflect a robust assessment (i.e. 125 vtph).

There are a number of routes available for the generated traffic movements to

approach and depart the sites as indicated on Figures 6 however it is unlikely that

any significant movements will result along the Elm Avenue/Pringle Avenue and

Hews Parade/Pringle Avenue/Windrush Avenue routes due to:

The relative indirectness

The general free flowing movements on the relevant section of Forest Way and

signal “green time” priority

The directional distribution can be gauged by the existing movement patterns at the

access intersections (Figure 6) as follows:

AM PM

To the North 60% (60) 60% (19)

To the South 40% (40) 40% (14)

From the North 65% (17) 75% (69)

From the South 35% (8) 25% (23)


Page 14

On this basis, the projected additional movements at the access intersections

consequential to development on the subdivision Lots during the peak periods is as

follows:

Intersection with Forest Way AM PM

Wyatt Avenue RT IN 10 69

LT OUT 50 15

Ralston Avenue RT IN 6 9

LT IN 4 13

RT OUT 10 10

LT OUT 10 4

Hews Parade RT OUT 15 1

LT IN 2 5

Glen Street RT OUT 15 1

LT IN 2

5

Total: 125 125

It is proposed to modify the Forest Way / Ralston Avenue intersection to formalise a

“seagull” island arrangement.

The operational performance of the Wyatt Avenue and Ralston Avenue intersections

with these additional volumes have been assessed using SIDRA. The volumes

distributed to the Hews Parade and Glen Street intersections are quite minor being

less than 1vt each 2 cycles of the signals and therefore not perceptible in terms of

traffic modelling. The results of that assessment are provided in Appendix C and

summarised in the following:


Page 15

AM PM

LOS AVD LOS AVD

Wyatt Avenue A 8.9 A 6.9

Ralston Avenue A 4.5 A 5.4

Hews Parade D 49.7 D 46.5

6.2 TRAFFIC IMPACT

It is apparent that the projected traffic generation consequential to the proposed

development will not have any adverse traffic implications.

6.3 TRAFFIC RELATED ENVIRONMENTAL IMPLICATIONS

Environmental Capacity

The RMS Guide to Traffic Generating Developments and the AMCORD Model Code

specify the following ‘Environmental Capacity Performance Standards’ for residential

streets:

Max Speed Max vpd

Distributor/Collector Street 50 kmph 3,000 (environmental goal)

5,000 (max)

Local street 40 kmph 2,000 (environmental goal)

3,000 (max)

Minor/Access street 25 kmph 1,000 (environmental goal)


Page 16

Ralston Avenue and Wyatt Avenue (east of Cotentin Road) are minor collector roads

and the projected traffic volume circumstances are as follows:

* Consequential to location of school and shopping centre

It is apparent that the traffic generated by the proposed development will not result in

any compromise to the environmental capacity of any existing roads in the area.

Road Geometry

The proposed road geometry reflects a contemporary subdivision which responds

appropriately to the terrain, access for service vehicles and buses. It is noted that

the Bush Fire Assessment which has been undertaken in relation to the proposed

development has concluded that the nature, width and layout of the proposed road

system is suitable and appropriate for any potential evacuation for a bus fire event.

Traffic Management

The principal issues of traffic management are:

Vehicle Speed

A statutory 50 kmph speed limit will apply however the road geometry and

traffic management measures will constrain speeds to approximately 40 kmph

EXISTING FUTURE

Wyatt Avenue

East of Cotentin Road 2,070 vpd 2,745 vpd

West of Cotentin Road 200 vpd 800 vpd

Ralston Avenue

East of Cotentin Road* 5,315 vpd 5,645 vpd

West of Cotentin Road 500 vpd 830 vpd


Page 17

Management

The long curvilinear collector road through the Ralston Avenue Section will

require speed control devices in the form of:

- roundabouts at major intersections (Wyatt Avenue/Ralston Avenue)

- mid-block ‘slow point’ with raised platforms

Conflict

Four-way intersections and ‘Y’ junctions will require clarifying GIVE WAY

signage


Page 18

7. SERVICING, PEDESTRIANS AND CYCLISTS

7.1 SERVICING

The subdivision roads will facilitate the movements of service vehicles and

particularly garbage removal.

The road widths and arrangement will accommodate the movements of ‘large rigid

trucks’ and would accord with Council’s design requirements.

7.2 PEDESTRIANS

Suitable and appropriate provision will be made for pedestrians in the design with:

footpath along the lot frontages

suitable sight distances

pathway system with linkages

suitable street lighting.

7.3 CYCLISTS

There is no existing bicycle facility which would connect to the development. The

proposal will however make suitable and appropriate provision for cyclists with:

A 2.5m wide shared footway along the distributor/collector roads

suitable street lighting

7.4 BUS SERVICES

It could be anticipated that the existing bus service using Ralston Avenue, Cotentin

Road and Wyatt Avenue would be extended by the service provider to encompass

the full Ralston Avenue/Wyatt Avenue loop providing services within 400m of the

new Lots.


Page 19

8. CONSTRUCTION TRAFFIC MANAGEMENT

It is inevitable that the consent for the proposed development to be constructed will

have a requirement for the preparation and submission of a detailed Construction

Traffic Management Plan.

The basis to the management of construction vehicles will be to limit these

movements to/from Forest Way via Ralston Avenue and Wyatt Avenue. These are

existing minor collector roads which are suitable for the movement of construction

vehicles.

Ralston Avenue and Wyatt Avenue are relatively straight and level and are of a

suitable standard of construction to accommodate heavy vehicles. The existing

traffic signals at the Forest Way and Wyatt Avenue intersection will assist with

vehicle access while the roundabout and raised marked footcrossing on Ralston

Avenue with suitable constrain vehicle speeds at the potential conflict paints. Traffic

Control Plans will be prepared and submitted in relation to any works requiring to be

undertaken on Ralston Avenue or Wyatt Avenue and there is no other apparent need

for mitigation measures.


Page 20

9. CONCLUSION

This report has been prepared to provide an updated assessment of the potential

traffic, transport and access implications of development consequential to the

proposed rezoning to permit a residential development at Belrose. The envisaged

development will have an access road system which accords with Council’s

Development Design Specifications.

This assessment has concluded that:

the envisaged development will not result in any adverse traffic implications

(subject to the formalisation of a “seagull” arrangement at the

Forestway/Ralston Avenue intersection)

the envisaged access road system will accommodate all vehicles requiring to

access including buses

the “traffic” issues raised by the authorities and the community have been

addressed and suitably responded to


INTERSECTION IMAGES

APPENDIX A


TRAFFIC SURVEY RESULTS

APPENDIX B

6:30 ‐ 6:45 371 6 377 0 5 358 0 363 1 0 8 9 7496:45 ‐ 7:00 387 9 396 0 4 409 0 413 2 0 10 12 8217:00 ‐ 7:15 368 8 376 0 3 379 0 382 3 0 9 12 7707:15 ‐ 7:30 343 10 353 0 4 400 0 404 3 0 11 14 7717:30 ‐ 7:45 325 29 354 0 11 461 0 472 0 0 19 19 8457:45 ‐ 8:00 407 40 447 0 8 438 0 446 7 0 24 31 9248:00 ‐ 8:15 379 31 410 0 13 504 0 517 7 0 17 24 9518:15 ‐ 8:30 349 56 405 0 9 480 0 489 5 0 39 44 9388:30 ‐ 8:45 378 73 451 0 8 489 0 497 7 0 43 50 9988:45 ‐ 9:00 399 52 451 0 7 400 0 407 7 0 42 49 9079:00 ‐ 9:15 392 25 417 0 8 446 0 454 11 0 27 38 9099:15 ‐ 9:30 366 12 378 0 5 390 0 395 5 0 11 16 789

0 4464 351 4815 0 0 0 0 85 5154 0 5239 58 0 260 318 1037215:30 ‐ 15:45 438 12 450 0 9 349 0 358 4 0 27 31 83915:45 ‐ 16:00 417 13 430 0 5 420 0 425 6 0 30 36 89116:00 ‐ 16:15 424 11 435 0 5 432 0 437 5 0 24 29 90116:15 ‐ 16:30 458 12 470 0 3 432 0 435 3 0 25 28 93316:30 ‐ 16:45 389 6 395 0 5 415 0 420 4 0 30 34 84916:45 ‐ 17:00 495 11 506 0 4 349 0 353 1 0 16 17 87617:00 ‐ 17:15 501 9 510 0 5 374 0 379 7 0 24 31 92017:15 ‐ 17:30 550 4 554 0 3 362 0 365 2 0 22 24 94317:30 ‐ 17:45 504 8 512 0 5 393 0 398 1 0 15 16 92617:45 ‐ 18:00 463 4 467 0 2 380 0 382 0 0 13 13 86218:00 ‐ 18:15 382 3 385 0 0 383 0 383 1 0 10 11 77918:15 ‐ 18:30 300 6 306 0 1 271 0 272 0 0 9 9 587

0 5321 99 5420 0 0 0 0 47 4560 0 4607 34 0 245 279 10306

Location Forest Way Duration

‐

All Vehicles NORTH EAST

0630 ‐ 0930

1530 ‐ 1830

SOUTH WEST

Forest Way

Crozier Road Day/Date

Suburb BELROSE Weather

‐

Tuesday, 8 August 2017

‐

Time Per 15 Mins Forest Way - Forest Way Crozier Road

L T R TOTAL L T R UTOTALL T R TOTAL

Period End

TOTALL T R TOTAL

Period End

Traffic Information SpecialistsABN: 42 613 389 923

Email [email protected]

6:30 ‐ 7:30 0 1469 33 1502 0 0 0 0 16 1346 0 1362 9 0 38 47 29116:45 ‐ 7:45 0 1423 56 1479 0 0 0 0 22 1449 0 1471 8 0 49 57 30077:00 ‐ 8:00 0 1443 87 1530 0 0 0 0 26 1478 0 1504 13 0 63 76 31107:15 ‐ 8:15 0 1454 110 1564 0 0 0 0 36 1603 0 1639 17 0 71 88 32917:30 ‐ 8:30 0 1460 156 1616 0 0 0 0 41 1683 0 1724 19 0 99 118 34587:45 ‐ 8:45 0 1513 200 1713 0 0 0 0 38 1711 0 1749 26 0 123 149 36118:00 ‐ 9:00 0 1505 212 1717 0 0 0 0 37 1673 0 1710 26 0 141 167 35948:15 ‐ 9:15 0 1518 206 1724 0 0 0 0 32 1615 0 1647 30 0 151 181 35528:30 ‐ 9:30 0 1535 162 1697 0 0 0 0 28 1525 0 1553 30 0 123 153 3403

0 13320 1222 14542 0 0 0 0 276 14083 0 14359 178 0 858 1036 2993715:30 ‐ 16:30 0 1337 48 1385 0 0 0 0 22 1633 0 1655 18 0 106 124 316415:45 ‐ 16:45 0 1288 42 1330 0 0 0 0 18 1699 0 1717 18 0 109 127 317416:00 ‐ 17:00 0 1366 40 1406 0 0 0 0 17 1628 0 1645 13 0 95 108 315916:15 ‐ 17:15 0 1443 38 1481 0 0 0 0 17 1570 0 1587 15 0 95 110 317816:30 ‐ 17:30 0 1535 30 1565 0 0 0 0 17 1500 0 1517 14 0 92 106 318816:45 ‐ 17:45 0 1650 32 1682 0 0 0 0 17 1478 0 1495 11 0 77 88 326517:00 ‐ 18:00 0 1618 25 1643 0 0 0 0 15 1509 0 1524 10 0 74 84 325117:15 ‐ 18:15 0 1499 19 1518 0 0 0 0 10 1518 0 1528 4 0 60 64 311017:30 ‐ 18:30 0 1249 21 1270 0 0 0 0 8 1427 0 1435 2 0 47 49 2754

0 12985 295 13280 0 0 0 0 141 13962 0 14103 105 0 755 860 28243

All Vehicles NORTH EAST SOUTH WEST

UTOTALL T R TOTAL

Time Per Hour Forest Way -

TOTALL T R TOTALL T

Period End

R

Forest Way

Period End

Crozier Road

L T R TOTAL



LIGHT

PEAK ‐ AM 0

7:45 - 8:45 0

1737 0 200 1513 0 TOTAL

0 0 0 0 0

1737 0 200 1513 0

TOTAL 7:45 ‐ 8:45

238 0 238

0 0 0

26 0 26 0 0 0

0 0 0 0 0 0

123 0 123 0 0 0

0 0 0

0 0 0

38 1711 0 0 1636

0 0 0 0 0

38 1711 0 0 1636

Suburb BELROSE Weather ‐

Location Forest Way Duration 0630 ‐ 0930

‐ 1530 ‐ 1830

Forest Way ‐

Crozier Road Day/Date Tuesday, 8 August 2017

orest Wa

NORTH

PEAK

TOTAL

TIME RANGEL

N

Forest W

ay

Forest W

ay

Crozier Road

‐

15 MIN PERIOD

1 HOUR PERIOD



LIGHT

PEAK ‐ PM 0

16:45 - 17:45 0

1489 0 32 1650 0 TOTAL

0 0 0 0 0

1489 0 32 1650 0

TOTAL 16:45 ‐ 17:45

49 0 49

0 0 0

11 0 11 0 0 0

0 0 0 0 0 0

77 0 77 0 0 0

0 0 0

0 0 0

17 1478 0 0 1727

0 0 0 0 0

17 1478 0 0 1727TOTAL

PEAK

TIME RANGEL

NORTH

rest W

Location

Crozier Road Day/Date Tuesday, 8 August 2017

Forest Way Duration 0630 ‐ 0930

‐ 1530 ‐ 1830


Forest Way ‐

N

Forest W

ay

Forest W

ay

Crozier Road

‐

15 MIN PERIOD

1 HOUR PERIOD



6:30 ‐ 6:45 8 367 3 378 21 0 51 72 3 305 6 314 9 0 3 12 7766:45 ‐ 7:00 21 369 6 396 25 1 65 91 5 339 5 349 10 1 3 14 8507:00 ‐ 7:15 15 355 11 381 23 0 70 93 4 303 17 324 9 1 3 13 8117:15 ‐ 7:30 23 328 9 360 19 2 66 87 4 345 3 352 10 4 4 18 8177:30 ‐ 7:45 20 314 9 343 14 4 73 91 3 371 10 384 14 0 8 22 8407:45 ‐ 8:00 37 355 21 413 17 12 81 110 9 363 11 383 18 2 6 26 9328:00 ‐ 8:15 31 369 20 420 12 11 41 64 17 430 8 455 34 9 15 58 9978:15 ‐ 8:30 29 318 24 371 14 7 46 67 15 425 17 457 40 8 21 69 9648:30 ‐ 8:45 28 386 8 422 15 3 57 75 4 397 11 412 37 3 13 53 9628:45 ‐ 9:00 21 369 14 404 15 7 57 79 4 376 9 389 24 4 5 33 9059:00 ‐ 9:15 22 409 7 438 12 0 31 43 3 416 11 430 11 1 8 20 9319:15 ‐ 9:30 17 349 10 376 13 1 28 42 2 362 14 378 9 3 4 16 812

272 4288 142 4702 200 48 666 914 73 4432 122 4627 225 36 93 354 1059715:30 ‐ 15:45 20 431 10 461 16 2 24 42 1 327 14 342 11 7 3 21 86615:45 ‐ 16:00 12 421 14 447 18 6 29 53 6 393 14 413 5 0 5 10 92316:00 ‐ 16:15 22 396 11 429 19 6 29 54 4 405 11 420 24 5 20 49 95216:15 ‐ 16:30 16 464 15 495 18 2 25 45 3 409 18 430 10 1 6 17 98716:30 ‐ 16:45 12 394 18 424 19 3 37 59 4 369 9 382 12 2 8 22 88716:45 ‐ 17:00 9 475 25 509 18 3 20 41 3 333 6 342 11 2 7 20 91217:00 ‐ 17:15 12 478 17 507 13 4 19 36 7 357 4 368 8 1 5 14 92517:15 ‐ 17:30 15 536 20 571 16 5 32 53 1 324 7 332 5 4 4 13 96917:30 ‐ 17:45 5 497 21 523 14 3 28 45 6 369 4 379 4 0 3 7 95417:45 ‐ 18:00 3 457 10 470 16 3 27 46 1 353 5 359 8 1 5 14 88918:00 ‐ 18:15 2 386 8 396 9 1 14 24 0 371 0 371 7 2 5 14 80518:15 ‐ 18:30 5 308 6 319 7 0 11 18 1 257 5 263 5 3 3 11 611

133 5243 175 5551 183 38 295 516 37 4267 97 4401 110 28 74 212 10680Period End

Period End

TOTALL T R UTOTAL

Time Per 15 Mins Forest Way Morgon Road Forest Way Wyatt Avenue

L T R TOTAL L T R TOTALL T R TOTAL

WEST

Forest Way

Wyatt Avenue Day/Date


‐


‐


Morgon Road


0630 ‐ 0930

1530 ‐ 1830

SOUTH



6:30 ‐ 7:30 67 1419 29 1515 88 3 152 243 16 1168 31 1215 ‐10 6 13 9 29826:45 ‐ 7:45 79 1366 35 1480 81 7 174 262 16 1234 35 1285 ‐5 6 18 19 30467:00 ‐ 8:00 95 1352 50 1497 73 18 190 281 20 1258 41 1319 3 7 21 31 31287:15 ‐ 8:15 111 1366 59 1536 62 29 161 252 33 1385 32 1450 28 15 33 76 33147:30 ‐ 8:30 117 1356 74 1547 57 34 141 232 44 1465 46 1555 58 19 50 127 34617:45 ‐ 8:45 125 1428 73 1626 58 33 125 216 45 1491 47 1583 81 22 55 158 35838:00 ‐ 9:00 109 1442 66 1617 56 28 101 185 40 1504 45 1589 87 24 54 165 35568:15 ‐ 9:15 100 1482 53 1635 56 17 91 164 26 1490 48 1564 64 16 47 127 34908:30 ‐ 9:30 88 1513 39 1640 55 11 73 139 13 1427 45 1485 33 11 30 74 3338

891 12724 478 14093 586 180 1208 1974 253 12422 370 13045 339 126 321 786 2989815:30 ‐ 16:30 70 1328 50 1448 71 16 107 194 14 1534 57 1605 50 13 34 97 334415:45 ‐ 16:45 62 1291 58 1411 74 17 120 211 17 1576 52 1645 51 8 39 98 336516:00 ‐ 17:00 59 1345 69 1473 74 14 111 199 14 1516 44 1574 57 10 41 108 335416:15 ‐ 17:15 49 1427 75 1551 68 12 101 181 17 1468 37 1522 41 6 26 73 332716:30 ‐ 17:30 48 1499 80 1627 66 15 108 189 15 1383 26 1424 36 9 24 69 330916:45 ‐ 17:45 41 1602 83 1726 61 15 99 175 17 1383 21 1421 28 7 19 54 337617:00 ‐ 18:00 35 1584 68 1687 59 15 106 180 15 1403 20 1438 25 6 17 48 335317:15 ‐ 18:15 25 1492 59 1576 55 12 101 168 8 1417 16 1441 24 7 17 48 323317:30 ‐ 18:30 15 1264 45 1324 46 7 80 133 8 1350 14 1372 24 6 16 46 2875

404 12832 587 13823 574 123 933 1630 125 13030 287 13442 336 72 233 641 29536Period End

R

Forest Way

Period End

Wyatt Avenue

L T R TOTAL TOTALL T R UTOTALL T


TOTALL T R TOTAL

Time Per Hour Forest Way Morgon Road



LIGHT

PEAK ‐ AM 125

7:45 - 8:45 125

1697 0 73 1428 125 TOTAL

0 0 0 0 0

1697 0 73 1428 125

TOTAL 7:45 ‐ 8:45

151 0 151

0 0 0

81 0 81 125 0 125

22 0 22 33 0 33

55 0 55 58 0 58

0 0 0

194 0 194

45 1491 47 0 1541

0 0 0 0 0

45 1491 47 0 1541

TIME RANGEL

PEAK

TOTAL

TOTAL

NORTH

orest Wa



Morgon Road 1530 ‐ 1830

Forest Way ‐

Wyatt Avenue Day/Date Tuesday, 8 August 2017

N

Forest W

ay

Forest W

ay

Wyatt Avenue

Morgon Road

15 MIN PERIOD

1 HOUR PERIOD



LIGHT

PEAK ‐ PM 41

16:45 - 17:45 41

1510 0 83 1602 41 TOTAL

0 0 0 0 0

1510 0 83 1602 41

TOTAL 16:45 ‐ 17:45

115 0 115

0 0 0

28 0 28 99 0 99

7 0 7 15 0 15

19 0 19 61 0 61

0 0 0

69 0 69

17 1383 21 0 1682

0 0 0 0 0

17 1383 21 0 1682


Forest Way ‐

Location

Wyatt Avenue Day/Date Tuesday, 8 August 2017


Morgon Road 1530 ‐ 1830

rest W

NORTH

TOTAL

PEAK

TOTAL

TIME RANGEL

N

Forest W

ay

Forest W

ay

Wyatt Avenue

Morgon Road

15 MIN PERIOD

1 HOUR PERIOD



6:30 ‐ 6:45 392 5 397 0 3 264 0 267 32 0 11 43 7076:45 ‐ 7:00 350 33 383 0 5 302 0 307 50 0 7 57 7477:00 ‐ 7:15 350 32 382 0 0 267 0 267 56 0 5 61 7107:15 ‐ 7:30 328 23 351 0 9 317 0 326 50 0 5 55 7327:30 ‐ 7:45 306 36 342 0 14 329 0 343 62 0 5 67 7527:45 ‐ 8:00 360 41 401 0 16 355 0 371 70 0 7 77 8498:00 ‐ 8:15 361 34 395 0 8 350 0 358 63 0 3 66 8198:15 ‐ 8:30 325 29 354 0 19 359 0 378 78 0 4 82 8148:30 ‐ 8:45 372 38 410 0 19 353 0 372 55 0 1 56 8388:45 ‐ 9:00 386 39 425 0 25 329 0 354 62 0 5 67 8469:00 ‐ 9:15 374 35 409 0 14 325 0 339 55 0 5 60 8089:15 ‐ 9:30 366 28 394 0 9 329 0 338 49 0 3 52 784

0 4270 373 4643 0 0 0 0 141 3879 0 4020 682 0 61 743 940615:30 ‐ 15:45 399 57 456 0 10 302 0 312 38 0 2 40 80815:45 ‐ 16:00 405 57 462 0 12 372 0 384 41 0 2 43 88916:00 ‐ 16:15 395 62 457 0 10 386 0 396 38 0 4 42 89516:15 ‐ 16:30 409 70 479 0 12 358 0 370 40 0 3 43 89216:30 ‐ 16:45 371 57 428 0 8 339 0 347 41 0 5 46 82116:45 ‐ 17:00 441 59 500 0 18 313 0 331 25 0 5 30 86117:00 ‐ 17:15 411 61 472 0 17 334 0 351 30 0 1 31 85417:15 ‐ 17:30 499 54 553 0 25 313 0 338 23 0 1 24 91517:30 ‐ 17:45 454 58 512 0 29 337 0 366 31 0 2 33 91117:45 ‐ 18:00 413 71 484 0 18 325 0 343 29 0 1 30 85718:00 ‐ 18:15 354 54 408 0 16 348 0 364 25 0 1 26 79818:15 ‐ 18:30 265 57 322 0 18 233 0 251 24 0 5 29 602

0 4816 717 5533 0 0 0 0 193 3960 0 4153 385 0 32 417 10103


‐


0630 ‐ 0930

1530 ‐ 1830

SOUTH WEST

Forest Way

Ralston Avenue Day/Date


‐


‐

Time Per 15 Mins Forest Way - Forest Way Ralston Avenue


Period End

TOTALL T R TOTAL

Period End



6:30 ‐ 7:30 0 1400 93 1493 0 0 0 0 17 1050 0 1067 188 0 28 216 27766:45 ‐ 7:45 0 1314 124 1438 0 0 0 0 28 1115 0 1143 218 0 22 240 28217:00 ‐ 8:00 0 1324 132 1456 0 0 0 0 39 1168 0 1207 238 0 22 260 29237:15 ‐ 8:15 0 1335 134 1469 0 0 0 0 47 1251 0 1298 245 0 20 265 30327:30 ‐ 8:30 0 1332 140 1472 0 0 0 0 57 1293 0 1350 273 0 19 292 31147:45 ‐ 8:45 0 1398 142 1540 0 0 0 0 62 1317 0 1379 266 0 15 281 32008:00 ‐ 9:00 0 1424 140 1564 0 0 0 0 71 1291 0 1362 258 0 13 271 31978:15 ‐ 9:15 0 1437 141 1578 0 0 0 0 77 1266 0 1343 250 0 15 265 31868:30 ‐ 9:30 0 1478 140 1618 0 0 0 0 67 1236 0 1303 221 0 14 235 3156

0 12442 1186 13628 0 0 0 0 465 10987 0 11452 2157 0 168 2325 2740515:30 ‐ 16:30 0 1252 246 1498 0 0 0 0 44 1418 0 1462 157 0 11 168 312815:45 ‐ 16:45 0 1224 246 1470 0 0 0 0 42 1455 0 1497 160 0 14 174 314116:00 ‐ 17:00 0 1260 248 1508 0 0 0 0 48 1396 0 1444 144 0 17 161 311316:15 ‐ 17:15 0 1276 247 1523 0 0 0 0 55 1344 0 1399 136 0 14 150 307216:30 ‐ 17:30 0 1366 231 1597 0 0 0 0 68 1299 0 1367 119 0 12 131 309516:45 ‐ 17:45 0 1449 232 1681 0 0 0 0 89 1297 0 1386 109 0 9 118 318517:00 ‐ 18:00 0 1421 244 1665 0 0 0 0 89 1309 0 1398 113 0 5 118 318117:15 ‐ 18:15 0 1364 237 1601 0 0 0 0 88 1323 0 1411 108 0 5 113 312517:30 ‐ 18:30 0 1130 240 1370 0 0 0 0 81 1243 0 1324 109 0 9 118 2812

0 11742 2171 13913 0 0 0 0 604 12084 0 12688 1155 0 96 1251 27852


TOTALL T R TOTAL

Time Per Hour Forest Way -

TOTALL T R TOTALL T

Period End

R

Forest Way

Period End

Ralston Avenue

L T R TOTAL



LIGHT

PEAK ‐ AM 0

7:45 - 8:45 0

1583 0 142 1398 0 TOTAL

0 0 0 0 0

1583 0 142 1398 0

TOTAL 7:45 ‐ 8:45

204 0 204

0 0 0

266 0 266 0 0 0

0 0 0 0 0 0

15 0 15 0 0 0

0 0 0

0 0 0

62 1317 0 0 1413

0 0 0 0 0

62 1317 0 0 1413



‐ 1530 ‐ 1830

Forest Way ‐

Ralston Avenue Day/Date Tuesday, 8 August 2017

orest Wa

NORTH

PEAK

TOTAL

TIME RANGEL

N

Forest W

ay

Forest W

ay

Ralston Avenue

‐

15 MIN PERIOD

1 HOUR PERIOD



LIGHT

PEAK ‐ PM 0

16:45 - 17:45 0

1406 0 232 1449 0 TOTAL

0 0 0 0 0

1406 0 232 1449 0

TOTAL 16:45 ‐ 17:45

321 0 321

0 0 0

109 0 109 0 0 0

0 0 0 0 0 0

9 0 9 0 0 0

0 0 0

0 0 0

89 1297 0 0 1458

0 0 0 0 0

89 1297 0 0 1458TOTAL

PEAK

TIME RANGEL

NORTH

rest W

Location

Ralston Avenue Day/Date Tuesday, 8 August 2017


‐ 1530 ‐ 1830


Forest Way ‐

N

Forest W

ay

Forest W

ay

Ralston Avenue

‐

15 MIN PERIOD

1 HOUR PERIOD



6:30 ‐ 6:45 4 251 0 255 8 1 3 12 2 383 3 388 2 0 18 20 6756:45 ‐ 7:00 4 270 1 275 12 0 7 19 1 408 3 412 5 0 20 25 7317:00 ‐ 7:15 2 254 1 257 15 3 6 24 5 366 2 373 4 0 33 37 6917:15 ‐ 7:30 9 244 4 257 11 3 9 23 1 349 3 353 13 1 26 40 6737:30 ‐ 7:45 7 255 3 265 7 8 14 29 5 328 4 337 12 4 22 38 6697:45 ‐ 8:00 12 331 2 345 11 4 16 31 5 343 5 351 10 1 27 38 7658:00 ‐ 8:15 9 329 2 340 9 4 10 23 6 299 6 311 12 1 21 34 7088:15 ‐ 8:30 2 327 1 330 8 4 13 25 6 309 4 319 14 1 22 37 7118:30 ‐ 8:45 7 341 1 349 9 7 9 25 4 317 9 330 13 1 13 27 7318:45 ‐ 9:00 10 319 3 332 9 12 11 32 4 339 13 356 11 1 23 35 7559:00 ‐ 9:15 9 310 7 326 7 5 7 19 4 324 12 340 9 2 12 23 7089:15 ‐ 9:30 9 306 5 320 13 2 5 20 3 305 4 312 4 3 12 19 671

84 3537 30 3651 119 53 110 282 46 4070 68 4182 109 15 249 373 848815:30 ‐ 15:45 17 322 3 342 6 4 5 15 8 328 11 347 13 7 17 37 74115:45 ‐ 16:00 16 287 6 309 9 4 4 17 6 347 14 367 15 3 22 40 73316:00 ‐ 16:15 13 301 3 317 7 6 6 19 8 335 18 361 14 5 13 32 72916:15 ‐ 16:30 21 326 8 355 4 7 6 17 8 389 14 411 13 12 11 36 81916:30 ‐ 16:45 17 366 10 393 4 2 1 7 7 410 15 432 10 6 15 31 86316:45 ‐ 17:00 22 372 6 400 1 4 5 10 6 385 19 410 12 6 7 25 84517:00 ‐ 17:15 21 347 8 376 3 2 3 8 9 446 19 474 11 10 25 46 90417:15 ‐ 17:30 20 346 14 380 5 3 5 13 11 430 15 456 6 7 17 30 87917:30 ‐ 17:45 30 371 15 416 7 6 8 21 13 367 21 401 13 7 10 30 86817:45 ‐ 18:00 36 380 11 427 4 1 1 6 9 368 8 385 5 1 11 17 83518:00 ‐ 18:15 20 330 4 354 6 4 4 14 4 343 19 366 7 3 12 22 75618:15 ‐ 18:30 29 269 5 303 8 4 4 16 9 328 11 348 2 6 12 20 687

262 4017 93 4372 64 47 52 163 98 4476 184 4758 121 73 172 366 9659

TOTALL T R TOTAL

Period End

Hews Parade


WEST

Forest Way

Hews Parade Day/Date


‐


‐


Perentie Road


0630 ‐ 0930

1530 ‐ 1830

SOUTH

Time Per 15 Mins Forest Way Perentie Road Forest Way

Period End



6:30 ‐ 7:30 19 1019 6 1044 46 7 25 78 9 1506 11 1526 24 1 97 122 27706:45 ‐ 7:45 22 1023 9 1054 45 14 36 95 12 1451 12 1475 34 5 101 140 27647:00 ‐ 8:00 30 1084 10 1124 44 18 45 107 16 1386 14 1414 39 6 108 153 27987:15 ‐ 8:15 37 1159 11 1207 38 19 49 106 17 1319 18 1352 47 7 96 150 28157:30 ‐ 8:30 30 1242 8 1280 35 20 53 108 22 1279 19 1318 48 7 92 147 28537:45 ‐ 8:45 30 1328 6 1364 37 19 48 104 21 1268 24 1311 49 4 83 136 29158:00 ‐ 9:00 28 1316 7 1351 35 27 43 105 20 1264 32 1316 50 4 79 133 29058:15 ‐ 9:15 28 1297 12 1337 33 28 40 101 18 1289 38 1345 47 5 70 122 29058:30 ‐ 9:30 35 1276 16 1327 38 26 32 96 15 1285 38 1338 37 7 60 104 2865

259 10744 85 11088 351 178 371 900 150 12047 206 12395 375 46 786 1207 2559015:30 ‐ 16:30 67 1124 20 1211 26 21 21 68 30 1095 57 1182 55 27 63 145 260615:45 ‐ 16:45 67 1168 27 1262 24 19 17 60 29 1177 61 1267 52 26 61 139 272816:00 ‐ 17:00 73 1253 27 1353 16 19 18 53 29 1215 66 1310 49 29 46 124 284016:15 ‐ 17:15 81 1299 32 1412 12 15 15 42 30 1326 67 1423 46 34 58 138 301516:30 ‐ 17:30 80 1319 38 1437 13 11 14 38 33 1367 68 1468 39 29 64 132 307516:45 ‐ 17:45 93 1324 43 1460 16 15 21 52 39 1324 74 1437 42 30 59 131 308017:00 ‐ 18:00 107 1332 48 1487 19 12 17 48 42 1307 63 1412 35 25 63 123 307017:15 ‐ 18:15 106 1315 44 1465 22 14 18 54 37 1204 63 1304 31 18 50 99 292217:30 ‐ 18:30 115 1238 35 1388 25 15 17 57 35 1102 59 1196 27 17 45 89 2730

789 11372 314 12475 173 141 158 472 304 11117 578 11999 376 235 509 1120 26066Period End

R

Forest Way

Period End

Hews Parade

L T R TOTAL TOTALL T R TOTALL T


TOTALL T R TOTAL

Time Per Hour Forest Way Perentie Road


Perentie Road 1530 ‐ 1830

Forest Way ‐

Hews Parade Day/Date Tuesday, 22 August 2017




LIGHT

PEAK ‐ AM 30

7:45 - 8:45 30

1365 0 6 1328 30 TOTAL

0 0 0 0 0

1365 0 6 1328 30

TOTAL 7:45 ‐ 8:45

46 0 46

0 0 0

49 0 49 48 0 48

4 0 4 19 0 19

83 0 83 37 0 37

0 0 0

58 0 58

21 1268 24 0 1448

0 0 0 0 0

21 1268 24 0 1448

TIME RANGE

PEAK

TOTAL

TOTAL




Forest Way ‐


N

Forest W

ay

Forest W

ay

Hews Parade

Perentie Road

15 MIN PERIOD

1 HOUR PERIOD



LIGHT

PEAK ‐ PM 93

16:45 - 17:45 93

1387 0 43 1324 93 TOTAL

0 0 0 0 0

1387 0 43 1324 93

TOTAL 16:45 ‐ 17:45

97 0 97

0 0 0

42 0 42 21 0 21

30 0 30 15 0 15

59 0 59 16 0 16

0 0 0

197 0 197

39 1324 74 0 1399

0 0 0 0 0

39 1324 74 0 1399


Forest Way ‐

Location




rest W

NORTH

TOTAL

PEAK

TOTAL

TIME RANGEL

N

Forest W

ay

Forest W

ay

Hews Parade

Perentie Road

15 MIN PERIOD

1 HOUR PERIOD




SIDRA RESULTS

APPENDIX C

MOVEMENT SUMMARY

Site: 1 [Wyatt Ave - Existing AM Peak]

Wyatt x Forest WayAM Existing PeakSignals - Fixed Time Coordinated Cycle Time = 120 seconds (User-Given Cycle Time)

Movement Performance - Vehicles

Demand Flows 95% Back of QueueMovID

ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m per veh km/hSouth: Forest Way (S)

1 L2 45 2.0 0.666 7.2 LOS A 2.5 18.1 0.06 0.09 56.7

2 T1 1491 2.0 0.666 0.8 LOS A 2.6 18.2 0.06 0.07 68.7

3 R2 47 2.0 0.385 63.1 LOS E 2.7 18.9 0.95 0.74 29.0

Approach 1583 2.0 0.666 2.9 LOS A 2.7 18.9 0.09 0.09 65.6

East: Wyatt Ave

4 L2 58 2.0 0.232 46.5 LOS D 4.4 31.5 0.87 0.73 33.0

5 T1 33 2.0 0.232 41.9 LOS C 4.4 31.5 0.87 0.73 31.0

6 R2 125 2.0 0.442 52.5 LOS D 6.7 47.4 0.94 0.79 30.9

Approach 216 2.0 0.442 49.3 LOS D 6.7 47.4 0.91 0.77 31.5

North: Forest Way

7 L2 125 2.0 0.675 7.2 LOS A 2.6 18.7 0.06 0.15 56.1

8 T1 1428 2.0 0.675 0.9 LOS A 2.7 18.9 0.06 0.10 68.3

9 R2 73 2.0 0.598 64.4 LOS E 4.3 30.5 0.98 0.76 28.8

Approach 1626 2.0 0.675 4.2 LOS A 4.3 30.5 0.11 0.14 63.3

West: Wyatt Ave

10 L2 81 2.0 0.240 44.9 LOS D 4.9 35.0 0.85 0.74 33.3

11 T1 22 2.0 0.240 40.3 LOS C 4.9 35.0 0.85 0.74 31.3

12 R2 55 2.0 0.216 50.4 LOS D 2.8 19.9 0.89 0.75 31.5

Approach 158 2.0 0.240 46.2 LOS D 4.9 35.0 0.87 0.74 32.3

All Vehicles 3583 2.0 0.675 8.2 LOS A 6.7 47.4 0.18 0.18 58.2

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.

Intersection and Approach LOS values are based on average delay for all vehicle 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.

Movement Performance - Pedestrians

Average Back of QueueMovID Description

DemandFlow

AverageDelay

Level ofService

Prop. Queued

Effective Stop RatePedestrian Distance

ped/h sec ped m per ped

P1 South Full Crossing 53 54.3 LOS E 0.2 0.2 0.95 0.95

P2 East Full Crossing 53 14.0 LOS B 0.1 0.1 0.48 0.48

P3 North Full Crossing 53 54.3 LOS E 0.2 0.2 0.95 0.95

P4 West Full Crossing 53 14.0 LOS B 0.1 0.1 0.48 0.48

All Pedestrians 211 34.2 LOS D 0.72 0.72

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)

Pedestrian movement LOS values are based on average delay per pedestrian movement.

Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

MOVEMENT SUMMARY

Site: 1 [Wyatt Ave - Existing PM Peak]

Wyatt x Forest WayPM Existing PeakSignals - Fixed Time Coordinated Cycle Time = 120 seconds (User-Given Cycle Time)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 17 2.0 0.606 7.2 LOS A 2.0 14.1 0.05 0.06 56.9

2 T1 1383 2.0 0.606 0.8 LOS A 2.0 14.2 0.05 0.06 68.8

3 R2 21 2.0 0.172 61.8 LOS E 1.1 8.1 0.92 0.70 29.4

Approach 1421 2.0 0.606 1.8 LOS A 2.0 14.2 0.07 0.07 67.3

East: Wyatt Ave (E)

4 L2 61 2.0 0.175 43.4 LOS D 3.5 25.1 0.83 0.72 33.7

5 T1 15 2.0 0.175 38.8 LOS C 3.5 25.1 0.83 0.72 31.7

6 R2 99 2.0 0.350 51.6 LOS D 5.2 36.8 0.92 0.77 31.2

Approach 175 2.0 0.350 47.6 LOS D 5.2 36.8 0.88 0.75 32.1

North: Forest Way (N)

7 L2 41 2.0 0.729 7.3 LOS A 3.4 24.2 0.08 0.10 56.7

8 T1 1642 2.0 0.729 0.9 LOS A 3.4 24.3 0.08 0.08 68.6

9 R2 83 2.0 0.680 65.0 LOS E 4.9 35.2 0.99 0.78 28.6

Approach 1766 2.0 0.729 4.1 LOS A 4.9 35.2 0.12 0.12 64.1

West: Wyatt Ave (W)

10 L2 28 2.0 0.081 42.3 LOS C 1.6 11.2 0.81 0.69 34.1

11 T1 7 2.0 0.081 37.7 LOS C 1.6 11.2 0.81 0.69 32.0

12 R2 17 2.0 0.060 48.4 LOS D 0.8 5.9 0.86 0.69 32.1

Approach 52 2.0 0.081 43.6 LOS D 1.6 11.2 0.82 0.69 33.1










DemandFlow

AverageDelay

Level ofService

Prop. Queued











MOVEMENT SUMMARY

Site: 1 [Wyatt Ave - Future AM Peak]

Wyatt x Forest WayAM Existing PeakSignals - Fixed Time Coordinated Cycle Time = 120 seconds (User-Given Cycle Time)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 45 2.0 0.666 7.2 LOS A 2.5 18.1 0.06 0.09 56.7

2 T1 1491 2.0 0.666 0.8 LOS A 2.6 18.2 0.06 0.07 68.7

3 R2 47 2.0 0.385 63.1 LOS E 2.7 18.9 0.95 0.74 29.0

Approach 1583 2.0 0.666 2.9 LOS A 2.7 18.9 0.09 0.09 65.6

East: Wyatt Ave

4 L2 58 2.0 0.232 46.5 LOS D 4.4 31.5 0.87 0.73 33.0

5 T1 33 2.0 0.232 41.9 LOS C 4.4 31.5 0.87 0.73 31.0

6 R2 125 2.0 0.499 53.4 LOS D 6.8 48.3 0.95 0.80 30.7

Approach 216 2.0 0.499 49.8 LOS D 6.8 48.3 0.91 0.77 31.3

North: Forest Way

7 L2 125 2.0 0.675 7.2 LOS A 2.6 18.7 0.06 0.15 56.1

8 T1 1428 2.0 0.675 0.9 LOS A 2.7 18.9 0.06 0.10 68.3

9 R2 83 2.0 0.680 65.0 LOS E 4.9 35.2 0.99 0.78 28.6

Approach 1636 2.0 0.680 4.6 LOS A 4.9 35.2 0.11 0.14 62.8

West: Wyatt Ave

10 L2 131 2.0 0.334 44.4 LOS D 7.4 52.4 0.86 0.77 33.3

11 T1 22 2.0 0.334 39.8 LOS C 7.4 52.4 0.86 0.77 31.3

12 R2 55 2.0 0.216 50.4 LOS D 2.8 19.9 0.89 0.75 31.5

Approach 208 2.0 0.334 45.5 LOS D 7.4 52.4 0.87 0.76 32.6










DemandFlow

AverageDelay

Level ofService

Prop. Queued











MOVEMENT SUMMARY

Site: 1 [Wyatt Ave - Future PM Peak]

Wyatt x Forest WayPM Existing PeakSignals - Fixed Time Coordinated Cycle Time = 120 seconds (User-Given Cycle Time)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 17 2.0 0.652 7.3 LOS A 2.2 15.9 0.06 0.07 56.8

2 T1 1383 2.0 0.652 0.9 LOS A 2.2 15.9 0.06 0.06 68.7

3 R2 21 2.0 0.106 53.1 LOS D 1.0 7.2 0.83 0.70 31.6

Approach 1421 2.0 0.652 1.7 LOS A 2.2 15.9 0.07 0.07 67.4

East: Wyatt Ave (E)

4 L2 61 2.0 0.170 42.5 LOS C 3.5 24.8 0.82 0.72 34.0

5 T1 15 2.0 0.170 37.9 LOS C 3.5 24.8 0.82 0.72 31.9

6 R2 99 2.0 0.350 51.6 LOS D 5.2 36.8 0.92 0.77 31.2

Approach 175 2.0 0.350 47.2 LOS D 5.2 36.8 0.88 0.75 32.2


7 L2 41 2.0 0.784 7.4 LOS A 4.2 29.8 0.09 0.11 56.6

8 T1 1642 2.0 0.784 1.0 LOS A 4.2 29.9 0.09 0.10 68.5

9 R2 150 2.0 0.756 58.3 LOS E 8.6 61.5 0.98 0.82 30.2

Approach 1833 2.0 0.784 5.8 LOS A 8.6 61.5 0.17 0.16 61.8

West: Wyatt Ave (W)

10 L2 43 2.0 0.104 40.1 LOS C 2.2 15.6 0.79 0.70 34.7

11 T1 7 2.0 0.104 35.5 LOS C 2.2 15.6 0.79 0.70 32.5

12 R2 17 2.0 0.060 48.4 LOS D 0.8 5.9 0.86 0.69 32.1

Approach 67 2.0 0.104 41.7 LOS C 2.2 15.6 0.81 0.70 33.7










DemandFlow

AverageDelay

Level ofService

Prop. Queued











MOVEMENT SUMMARY

Site: 1 [Ralston Ave - Existing AM Peak]

Ralston St x Forest HighwayExisting AM PeakGiveway / Yield (Two-Way)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 62 2.0 0.034 6.4 LOS A 0.0 0.0 0.00 0.61 59.1

2 T1 1317 2.0 0.505 0.1 LOS A 0.0 0.0 0.00 0.00 69.8

Approach 1379 2.0 0.505 0.4 NA 0.0 0.0 0.00 0.03 69.2


8 T1 1398 2.0 0.242 0.0 LOS A 0.0 0.0 0.00 0.00 69.9

9 R2 142 2.0 0.545 27.0 LOS B 2.2 15.6 0.89 1.04 40.7

Approach 1540 2.0 0.545 2.5 NA 2.2 15.6 0.08 0.10 65.6

West: Ralston Ave

10 L2 266 2.0 0.779 30.9 LOS C 5.9 42.1 0.93 1.39 37.7

12 R2 15 2.0 1.000 511.9 LOS F 3.3 23.5 1.00 1.16 6.3

Approach 281 2.0 1.000 56.6 LOS E 5.9 42.1 0.93 1.38 29.8

All Vehicles 3200 2.0 1.000 6.3 NA 5.9 42.1 0.12 0.18 60.6



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 INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRANSPORT AND TRAFFIC PLANNING ASSOCIATES | Processed: Wednesday, 13 September 2017 2:51:28 PMProject: F:\WORK17\17164 - RALSTON AVENUE, BELROSE - From 12085\MODELLING\1. Forest Way x Ralston + Hews 2017.sip7

MOVEMENT SUMMARY

Site: 1 [Ralston Ave - Existing PM Peak]

Ralston St x Forest HighwayExisting PM PeakGiveway / Yield (Two-Way)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 89 2.0 0.049 6.4 LOS A 0.0 0.0 0.00 0.61 59.1

2 T1 1297 2.0 0.497 0.1 LOS A 0.0 0.0 0.00 0.00 69.8

Approach 1386 2.0 0.497 0.5 NA 0.0 0.0 0.00 0.04 69.0


8 T1 1449 2.0 0.251 0.0 LOS A 0.0 0.0 0.00 0.00 69.9

9 R2 232 2.0 0.887 47.6 LOS D 6.6 47.0 0.97 1.39 33.1

Approach 1681 2.0 0.887 6.6 NA 6.6 47.0 0.13 0.19 60.6

West: Ralston Ave

10 L2 109 2.0 0.314 17.0 LOS B 1.3 9.4 0.80 0.96 44.0

12 R2 9 2.0 1.000 768.6 LOS F 3.0 21.1 1.00 1.11 4.4

Approach 118 2.0 1.000 74.3 LOS F 3.0 21.1 0.82 0.97 26.0

All Vehicles 3185 2.0 1.000 6.4 NA 6.6 47.0 0.10 0.15 60.8








SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRANSPORT AND TRAFFIC PLANNING ASSOCIATES | Processed: Monday, 18 September 2017 4:29:06 PMProject: F:\WORK17\17164 - RALSTON AVENUE, BELROSE - From 12085\MODELLING\1. Forest Way x Ralston + Hews 2017.sip7

MOVEMENT SUMMARY

Site: 1 [Ralston Ave - Future AM Peak]

Ralston St x Forest HighwayExisting AM PeakGiveway / Yield (Two-Way)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 66 2.0 0.036 6.4 LOS A 0.0 0.0 0.00 0.61 59.1

2 T1 1317 2.0 0.505 0.1 LOS A 0.0 0.0 0.00 0.00 69.8

Approach 1383 2.0 0.505 0.4 NA 0.0 0.0 0.00 0.03 69.2


8 T1 1398 2.0 0.242 0.0 LOS A 0.0 0.0 0.00 0.00 69.9

9 R2 148 2.0 0.571 27.7 LOS B 2.3 16.7 0.89 1.05 40.4

Approach 1546 2.0 0.571 2.7 NA 2.3 16.7 0.09 0.10 65.3

West: Ralston Ave

10 L2 276 2.0 0.809 33.3 LOS C 6.6 47.1 0.94 1.47 36.8

12 R2 25 2.0 0.164 31.3 LOS C 0.6 4.2 0.89 0.95 37.6

Approach 301 2.0 0.809 33.2 LOS C 6.6 47.1 0.93 1.42 36.9

All Vehicles 3230 2.0 0.809 4.5 NA 6.6 47.1 0.13 0.19 62.3








SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRANSPORT AND TRAFFIC PLANNING ASSOCIATES | Processed: Wednesday, 13 September 2017 2:51:30 PMProject: F:\WORK17\17164 - RALSTON AVENUE, BELROSE - From 12085\MODELLING\1. Forest Way x Ralston + Hews 2017.sip7

MOVEMENT SUMMARY

Site: 1 [Ralston Ave - Future PM Peak]

Ralston St x Forest HighwayExisting PM PeakGiveway / Yield (Two-Way)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 102 2.0 0.056 6.4 LOS A 0.0 0.0 0.00 0.61 59.1

2 T1 1297 2.0 0.497 0.1 LOS A 0.0 0.0 0.00 0.00 69.8

Approach 1399 2.0 0.497 0.5 NA 0.0 0.0 0.00 0.04 68.9


8 T1 1449 2.0 0.251 0.0 LOS A 0.0 0.0 0.00 0.00 69.9

9 R2 241 2.0 0.933 57.7 LOS E 8.4 59.8 0.98 1.53 30.3

Approach 1690 2.0 0.933 8.3 NA 8.4 59.8 0.14 0.22 58.9

West: Ralston Ave

10 L2 113 2.0 0.327 17.2 LOS B 1.4 9.9 0.81 0.97 43.9

12 R2 19 2.0 0.140 34.4 LOS C 0.5 3.5 0.90 0.95 36.4

Approach 132 2.0 0.327 19.7 LOS B 1.4 9.9 0.82 0.97 42.6

All Vehicles 3221 2.0 0.933 5.4 NA 8.4 59.8 0.11 0.17 61.8








SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRANSPORT AND TRAFFIC PLANNING ASSOCIATES | Processed: Monday, 18 September 2017 4:29:48 PMProject: F:\WORK17\17164 - RALSTON AVENUE, BELROSE - From 12085\MODELLING\1. Forest Way x Ralston + Hews 2017.sip7

MOVEMENT SUMMARY

Site: 101 [Hews Parade Intersection - Existing AM Peak]

Hews Parade IntersectionSignals - Fixed Time Coordinated Cycle Time = 120 seconds (User-Given Cycle Time)



ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate


veh/h % v/c sec veh m per veh km/hSouth: Forest Way

1 L2 21 0.0 0.854 44.4 LOS D 24.0 168.1 0.96 0.90 35.9

2 T1 1268 0.0 0.854 38.8 LOS D 24.1 168.5 0.96 0.90 36.6

3 R2 24 0.0 0.031 17.0 LOS B 0.4 3.0 0.32 0.62 46.1

Approach 1313 0.0 0.854 38.5 LOS D 24.1 168.5 0.95 0.89 36.8

East: Perentile Street

4 L2 37 0.0 0.170 51.1 LOS D 2.8 19.6 0.89 0.72 32.7

5 T1 19 0.0 0.170 45.5 LOS D 2.8 19.6 0.89 0.72 33.3

6 R2 48 0.0 0.206 54.0 LOS D 2.5 17.5 0.91 0.74 31.6

Approach 104 0.0 0.206 51.4 LOS D 2.8 19.6 0.90 0.73 32.3

North: Forest Way

7 L2 30 0.0 0.900 65.3 LOS E 30.1 210.7 1.00 1.06 29.8

8 T1 1328 0.0 0.900 59.8 LOS E 30.2 211.3 1.00 1.06 30.3

9 R2 6 0.0 0.008 27.0 LOS C 0.2 1.4 0.60 0.64 41.0

Approach 1364 0.0 0.900 59.7 LOS E 30.2 211.3 1.00 1.06 30.3

West: Hews Parade

10 L2 49 0.0 0.162 51.0 LOS D 2.6 18.5 0.88 0.74 32.3

11 T1 4 0.0 0.162 45.5 LOS D 2.6 18.5 0.88 0.74 32.8

12 R2 83 0.0 0.359 55.5 LOS E 4.5 31.3 0.94 0.77 31.2

Approach 136 0.0 0.359 53.6 LOS D 4.5 31.3 0.92 0.76 31.6

All Vehicles 2917 0.0 0.900 49.6 LOS D 30.2 211.3 0.97 0.96 33.0

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).








DemandFlow

AverageDelay

Level ofService

Prop. Queued




P2 East Full Crossing 53 40.9 LOS E 0.1 0.1 0.83 0.83


P4 West Full Crossing 53 40.9 LOS E 0.1 0.1 0.83 0.83

All Pedestrians 211 47.6 LOS E 0.89 0.89




SIDRA INTERSECTION 7.0 | Copyright © 2000-2017 Akcelik and Associates Pty Ltd | sidrasolutions.com

MOVEMENT SUMMARY

Site: 101 [Hews Parade Intersection - Existing PM Peak]




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 39 0.0 0.850 42.2 LOS D 25.0 174.9 0.95 0.89 36.6

2 T1 1324 0.0 0.850 36.6 LOS D 25.1 175.6 0.95 0.89 37.4

3 R2 74 0.0 0.100 18.8 LOS B 1.5 10.6 0.37 0.65 45.1

Approach 1437 0.0 0.850 35.9 LOS D 25.1 175.6 0.92 0.87 37.7


4 L2 16 0.0 0.093 50.3 LOS D 1.5 10.7 0.87 0.68 33.2

5 T1 15 0.0 0.093 44.7 LOS D 1.5 10.7 0.87 0.68 33.8

6 R2 21 0.0 0.096 53.8 LOS D 1.1 7.6 0.89 0.71 31.6

Approach 52 0.0 0.096 50.1 LOS D 1.5 10.7 0.88 0.69 32.7

North: Forest Way

7 L2 93 0.0 0.891 62.3 LOS E 30.8 215.8 1.00 1.03 30.3

8 T1 1324 0.0 0.891 56.7 LOS E 31.1 217.6 1.00 1.04 31.0

9 R2 43 0.0 0.058 28.9 LOS C 1.5 10.6 0.64 0.69 40.1

Approach 1460 0.0 0.891 56.2 LOS E 31.1 217.6 0.99 1.03 31.2

West: Hews Parade

10 L2 42 0.0 0.217 51.6 LOS D 3.6 25.5 0.90 0.73 32.7

11 T1 30 0.0 0.217 46.0 LOS D 3.6 25.5 0.90 0.73 33.2

12 R2 59 0.0 0.236 53.3 LOS D 3.1 21.4 0.91 0.75 31.8

Approach 131 0.0 0.236 51.1 LOS D 3.6 25.5 0.90 0.74 32.4










DemandFlow

AverageDelay

Level ofService

Prop. Queued




P2 East Full Crossing 53 39.3 LOS D 0.1 0.1 0.81 0.81


P4 West Full Crossing 53 39.3 LOS D 0.1 0.1 0.81 0.81






MOVEMENT SUMMARY

Site: 101 [Hews Parade Intersection - Future AM Peak ]




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 23 0.0 0.855 44.5 LOS D 24.1 168.7 0.96 0.90 35.9

2 T1 1268 0.0 0.855 38.9 LOS D 24.2 169.1 0.96 0.90 36.6

3 R2 24 0.0 0.031 17.0 LOS B 0.4 3.0 0.32 0.62 46.1

Approach 1315 0.0 0.855 38.6 LOS D 24.2 169.1 0.95 0.90 36.7


4 L2 37 0.0 0.170 51.1 LOS D 2.8 19.6 0.89 0.72 32.7

5 T1 19 0.0 0.170 45.5 LOS D 2.8 19.6 0.89 0.72 33.3

6 R2 48 0.0 0.206 54.0 LOS D 2.5 17.5 0.91 0.74 31.6

Approach 104 0.0 0.206 51.4 LOS D 2.8 19.6 0.90 0.73 32.3

North: Forest Way

7 L2 30 0.0 0.900 65.3 LOS E 30.1 210.7 1.00 1.06 29.8

8 T1 1328 0.0 0.900 59.8 LOS E 30.2 211.3 1.00 1.06 30.3

9 R2 6 0.0 0.008 27.0 LOS C 0.2 1.4 0.60 0.64 41.0

Approach 1364 0.0 0.900 59.7 LOS E 30.2 211.3 1.00 1.06 30.3

West: Hews Parade

10 L2 49 0.0 0.162 51.0 LOS D 2.6 18.5 0.88 0.74 32.3

11 T1 4 0.0 0.162 45.5 LOS D 2.6 18.5 0.88 0.74 32.8

12 R2 98 0.0 0.424 56.2 LOS E 5.3 37.4 0.95 0.78 31.0

Approach 151 0.0 0.424 54.2 LOS D 5.3 37.4 0.93 0.77 31.5










DemandFlow

AverageDelay

Level ofService

Prop. Queued




P2 East Full Crossing 53 40.9 LOS E 0.1 0.1 0.83 0.83


P4 West Full Crossing 53 40.9 LOS E 0.1 0.1 0.83 0.83






MOVEMENT SUMMARY

Site: 101 [Hews Parade Intersection - Future PM Peak]




ODMov

Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate



1 L2 44 0.0 0.854 42.4 LOS D 25.2 176.4 0.95 0.89 36.5

2 T1 1324 0.0 0.854 36.9 LOS D 25.3 177.2 0.95 0.89 37.3

3 R2 74 0.0 0.100 18.8 LOS B 1.5 10.6 0.37 0.65 45.1

Approach 1442 0.0 0.854 36.1 LOS D 25.3 177.2 0.92 0.88 37.6


4 L2 16 0.0 0.093 50.3 LOS D 1.5 10.7 0.87 0.68 33.2

5 T1 15 0.0 0.093 44.7 LOS D 1.5 10.7 0.87 0.68 33.8

6 R2 21 0.0 0.096 53.8 LOS D 1.1 7.6 0.89 0.71 31.6

Approach 52 0.0 0.096 50.1 LOS D 1.5 10.7 0.88 0.69 32.7

North: Forest Way

7 L2 93 0.0 0.891 62.3 LOS E 30.8 215.8 1.00 1.03 30.3

8 T1 1324 0.0 0.891 56.7 LOS E 31.1 217.6 1.00 1.04 31.0

9 R2 43 0.0 0.058 28.9 LOS C 1.5 10.6 0.64 0.69 40.1

Approach 1460 0.0 0.891 56.2 LOS E 31.1 217.6 0.99 1.03 31.2

West: Hews Parade

10 L2 42 0.0 0.217 51.6 LOS D 3.6 25.5 0.90 0.73 32.7

11 T1 30 0.0 0.217 46.0 LOS D 3.6 25.5 0.90 0.73 33.2

12 R2 60 0.0 0.240 53.4 LOS D 3.1 21.8 0.91 0.75 31.8

Approach 132 0.0 0.240 51.1 LOS D 3.6 25.5 0.90 0.74 32.4










DemandFlow

AverageDelay

Level ofService

Prop. Queued




P2 East Full Crossing 53 39.3 LOS D 0.1 0.1 0.81 0.81


P4 West Full Crossing 53 39.3 LOS D 0.1 0.1 0.81 0.81







EXTRACT FROM TRAFFIC STUDY

APPENDIX D

planning proposal for residential subdivision …€¦ · - the john colet school - the belrose...

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