Scientology North Sydney AO Project Traffic Study

8/10/2019 Scientology North Sydney AO Project Traffic Study

1/33

GTAconsultants

. ~ , . :

r

/

~ : - : ,

: /

I

_

I

. / . r

J

. . . - : .

. : ~ / I

1

pa;

~~)

~ -

-4.,

~_~

.,

~

~~~~~r

...

~[t;)~

~~m~~

Client

/

Church of

cientology

Australia

Office

/

NSW

Reference

/

14S1526000

Date

//

07/10/14


2/33

126 reville

Street,

Chatswood

Proposed

Church

of

Scientology

Traffic

Impact

Assessment

Issue:

A

07/10/14

Client:Church of

Scientology

Australia

Reference: 14S1526000

GT

A

onsultants Office:NSW

Quality

Record

Issue Date

Description Prepared

By

Checked

By Approved By Signed

Jason

Rudd

J

A i

7/10/14

Final

Oasika Faiz Michael

Lee

z

GTAonsultonts

GTA

onsultonts

NSW)

ty

LId

2014

The

informotion

contoined

in

this document

s

confidential

and

intended

solely

for

the

use

of the

client

for

the

purpose

for

which

t

has

been

prepared

andno

epresentation

s made

or

s to

be

mplied

as

being

made o

any

hird

party.

Use or

copying

of

his

document

n

whole

or

n

part

without

the written

permission

of

GTA

onsultants

constitutes

an

nfringement

of

copyright.

The

ntellectual

property

contained

in

this

document

remains the

property

ofGTA onsultants.

oee

I

k J ; t I i t r

009001

TAconsultants

MElflOURNE

YDNEY

RISBANE

CANBERRA

ADELAIDE GOLD OAST OWNSVILLE

www.gta.com.au


3/33

Table ofContents

1

Introduction

2

Existing

Conditions

2

2 1

Site

Description

2

2 2

Previous ite Uses

2

2 3 Road Network 3

2 4

Public

ransport

3

2 5 Pedestrian

and

Cycle

Infrastructure 3

2 6

x i s t i n g

Traffic Volumes

3

Proposed

Church

of

Scientology

F a c i l i t y

7

3 1

Overview

of

Proposed Development

7

3 2

Proposed

Bus

a c i l i t y

7

4

TravelBehaviour

9

4 1

V i s i ta t io n Accumulation

9

4 2

Travel

Modes

11

4 3 Traffic Generation

12

5

Traffic

Assessment

13

5 1 Traffic

Generation

13

5 2

Intersection

Performance 13

5 3 Residential Street Environmental

Capacity

14

6

Parking

Requirements

15

6 1

Parking

Assessment 15

6 2

Parking

Layout

and

Access

16

7

Conclusion 17

Appendices

A:

Proposed

Bus

a c i l i t y

Layout

Plan

B:

Architectural

Car

ark

Layout

Plans

Figures

Figure

2 1:

Figure

2 2:

Figure

2 3:

Subject

Site and t s Environs

Cycle

Network

x i s t i n g

Peak

Hour

Counts

2

5

1451526000

I

07/10/14

Ge

raffic

Impact

Assessment

I

Issue:

A

126 reville

Street

Chatswood

roposed

Church of

cie ntology

GTAconsultants


4/33

Figure

3.1:

Figure

4.1:

Figure

4.2:

Figure

4.3:

Figure

4.4:

Figure

4.5:

Tables

Proposed

Bus

Drop

Off

/

Pick

Up

a c i l i t y

Visitation Accumulation

Staff

Travel Modes

6

May

Parishioners TravelModes

6

May

Staff

Travel Modes

8

May

Parishioners TravelModes

8

May

8

10

12

12

12

12

Table

2.1:

Table 4.1:

Table

4.2:

Table

4.3:

Table 4.4:

Table 5.1:

PeakHourMidblock

Traffic

Flows

Visitation

Accumulation

Friday

16

May

2014

Visitation

Accumulation

Sunday

18May

2014

TravelModes

riday

16

May

2014

TravelModes

unday

18

May

2014

Fullers

Road Greville Street

nalysis

Results

14S1526000

II

07/10/14

Traffic

Impact

Assessment

II

Issue:

A

126 Greville

Street.

Chatswood

roposed

Church

f

Scientology

6

9

10

11

11

14

Ge

GTAconsultants


5/33


6/33

2.

E x i s t i n g

Conditions

2.1

Site

Description

The

ite ofthe

proposed

Church

s located

at 126

Greville

Street

and23 5

Millwood

Avenue

Chatswood and s situated

within

the

Willoughby

Local

Government

Area.

Properties

surrounding

the ite

predominantly

include

residential

uses

to

the

south and

east.

and

bush

land

to

the

north andwest.

The

location

ofthe

subject

site and t s

surrounding

environs

are

shown

n

Figure

2.1.

Reproduced

ith

permission

from

Sydwoy

ublishing

Pty

LId

2.2

Previous ite

Uses

The

ite

at

126

Greville Street

was

reviously

occupied

by

the

National Acoustic

Laboratory NAL)

and

a

umberof related

tenancies

including

medical research. The

NAL s

the

research

division

of

Australian

Hearing

which s

a

tatutory Authority

underthe

Commonwealth

Department

of

Human ervices.

At

t s

peak

the

NAL

employed

some

70

esearches/staff

on

he Greville

Street

ite.

However

NAL

have relocated t s research

operations

tothe

Macquarie niversity

Campus

n

North

Ryde

and

the ite

i s

currently

unoccupied.

I t i s noted that

the

ite

was

ecently

rezoned

forlow

ensity

residential

uses.

This

zoning

would

accommodate

some

0 esidential

dwellings.

As

part

of

the

NAL

f a c i l i t y

the ite includes

an

xisting

multi-deck

car

ark

with

the

capacity

to

accommodate

some

36

vehicles.

There

are

ix

additional

parking

spaces

located

adjacent

to

14S1526000

7 10/14

Ge

2

Traffic

Impact

Assessment

Issue:

A

126

Greville

Street,Chatswood

roposed

Church

of

cientology

GTAconsultants


7/33

the

main

entry

in

the

forecourt.

Vehicle

access

o the

existing

on

ite

car

ark

s

provided

via

Greville

Street

with

internalroad connections.

The

development

ite also includes two

existing

residential

dwellings fronting

Millwood Avenue.

Both

these

properties

have

on

ite

car

parking garages)

hich

are

serviced

by

individual

property

driveways

at

Millwood Avenue.

2.3 Road Network

Fullers Roadand

Millwood

Avenue

Fullers Road and

Millwood Avenue

are

classified

as

tate

Roads

Route 38).

In

the

i c i n i t y

of

the

site,

Millwood

Avenue

s

aligned

in

a

orth-westtosouth-east

direction. t i s

configured

as

a

wo-

way

road

with

one

raffic

lane

n

each direction.

Fullers

Road

s

a

our

lane

configured

road

that

allows

access

o

the

ite via Greville Street

and

s

aligned

in

an

ast-westdirection to

the east ofthe Greville

Street intersection.

Kerbside

parking

i s

prohibited

on

ullers Road andMillwood

Avenue.

Greville Street

Greville

Street s

a

ocal

residential

street

that

provides

site

access

o the

ubject

ite

plus

other

residential

properties

fronting

onto

t I t

connectsto ullers

Road

hich

becomes

Millwood

Avenue

to the

west

of Greville Street.

In

the

i c i n i t y

of the

ite,

Greville

Street s

aligned

in

a

orth-

south

direction.

A ombination of restricted and

unrestricted kerbside

parking

i s

permitted

on

Greville Street.

North of

Millwood

Road/Fullers

Road

reville

Street

has

a

ealed roadwidth of

approximately

7

etres.

With

car

parking

permitted

on

oth

sides

of

the

treet.

the available road width

permits

a

ingle

travel

along

reville Street.

The Millwood Road-Fullers

Road-Greville Street intersection s controlled

with

traffic

signals.

2.4 Public

Transport

The

ubject

ite i s located

approximately

1.8km westofChatswood Station. Bus

tops

are

located

within

walking

distances tothe

ubject

ite

along

Millwood Avenue

and ullers Road. These

bus

stop s

service the

ollowing

bus

routes:

Sydney

Buses

545 hatswood to Parramatta

Sydney

Buses

256 hatswood

West

to

Chatswood

Sydney

Buses 550

hatswood

to

Parramatta.

These bus

tops provide

11

services

during

the

morning

peak period

from

7:00am

to

9:00am)

and

12

services

during

the afternoon

peak period

from

4:00pm

to

6:00pm)

ith

route 545

being

the

most

requent.

2.5

Pedestrian

and

Cycle

Infrastructure

The ite contains

some

rovisions

for

alking

with

public

footpaths

available

n

the

i c i n i t y

of

the

site

on

illwood

Avenue

and Greville Street.

Along

Greville

Street

a

ootpath

s

available

on

he

eastern side ofthe Greville Street.

1451526000

7 10/14

Ge

3

Traffic

Impact

ssessment

Issue:

A

126

reville

Street,Chatswood

roposed

Church

of

cientOlogy

GTAconsultants


8/33

The ite

i s well

situated for

ycling

with

an

n-road

cycle path

on

ullers

Road

and

a

hort

off road

path

n

the

i c i n i t y

of

the Greville

Street

and ullers

Road ntersection.

Figure

2.2

llustrates the

cycle

network

around

the

ubject

site.

Figure

2.2:

~ l I l I L

,/

:.:.~=a____.

It

> .

Charswaad

I,SiWOiJD

-FCLUB

.na

J

L

2.6

x i s t i n g

Traffic Volumes

Intersection

turning

movementcounts

were

onductedat the

ullers Road ntersection

with

Greville

Street

on

hursday

22

May

and

Saturday

24

May

014. On

hursday,

the

survey

periods

were

etween

7:00am

and

0:00am,

andbetween

4:00pm

and

0:00pm.

On

aturday,

he

survey

period

was

etween

11

:OOamand

:OOpm.

The

peak

hour

lows

from each f the

survey

periods

are

presented

n

Figure

2.3.

14S1526000

7 10/14

0Ge

Traffic

Impact

ssessment

Issue:

A

126

reville

Street,

Chatswood,

roposed

Church

f

cientology

GTAconsultants


9/33

Figure

2.3:

Existing

Peak

HourCounts

[7]

(8)

5

:::

[1004] (875)

1130

[7]

(10)6

Q)

-

.....

V)

Q)

S

~

(9

-.0

5

( .I

~....

~~~

~

~-co

~

.0 0

) ( . I

f

Fullers

Road

0(10)[14)

065

(1209) 1078]

3(17)[17]

~~li)

~-( f )

0

: : 9 : : 0

U)~:::::

co

10(10)[10] Weekday

AM

(WeekdayPM) Saturday]

Peak

Hour

raffic

Flows

I n

addition,

7-day

automatic

tube

counts

(mid

lock traffic

flows),

from

20 o26

May

014,were

alsoconducted at the

following

locations:

o

Greville

Street

near

the

driveway

to the

subject

ite

o

Fullers Road

j u s t

east of Greville

Street

o

Millwood

Avenue

near

o. 5.

The

summary

esults

are

resented

in

Table

2.1.

5

14S1526000

((

7(10/14

0Ge

raffic

Impact

Assessment

((Issue:

A

126

Greville

Street,Chatswood,

roposed

Church

of

Scientology

GTAconsultants


10/33

Table 2.1:

PeakHour

Midblock

raffic Flows

Locations

NB/EB

SB/WB

2-Way

Greville

Street

Weekday

Morning

Peak

8:00am-9:00am)

17

24

42

Weekday

Evening

Peak

5:00pm-6:00pm)

21

22 44

Weekday

Late

Evening

Peak

9:00pm-10:00pm)

7 4 11

Saturday

Peak

11:00am-12:00pm)

45 60

105

Fullers

Road

Weekday

Morning

Peak

7:00am-8:00am)

1,285 1,157 2,442

Weekday

Evening

Peak

4:00pm-5:00pm)

999

1,390 2,389

Weekday

Late

Evening

Peak

9:00pm-10:00pm)

322 584 906

Saturday

Peak

11:00am-12:00pm)

1,185 1,145

2,330

Millwood

Avenue

Weekday

Morning

Peak

7:00am-8:00am)

1005 1,035 2,040

Weekday

Evening

Peak

4:00pm-5:00pm)

1,131

822

1,953

Weekday

Late

Evening

Peak

9:00pm-10:00pm)

503

294 797

Saturday

Peak

11:00am-12:00pm)

901 945

1,846

From

theabove raffic

data,

ullers

Road

carriesthe most raffic

in

the

i c i n i t y

of the

ubject

site.

t

has

a

eak

hour

two-way

flow of

some,400

vph.

Millwood

Avenue has

l i g h t l y

lower raffic

flows

at

2,000

vph

and reville

Street

has

the least raffic

at

approximately]

0

ph

which

nly

occurson

aturday).

In

addition,

the

raffic

surveys

indicate

thatthe

raffic flows

on

hese roads

uring

the

weekday

late

evening

peak

eriod

9:00pm-] :00pm)

were

pproximately

40

per

cent

of the

weekday

peak

hour

raffic

flows

on

ullers

Road

and

Millwood

Avenue

and

25

per

cent

of

the

weekday

peak

hour raffic flows

on

reville Street.

14S1526000

7 10/14

Ge

6

Troffic

Impact

Assessment

Issue:

A

126

reville

Street,

Chotswood

roposed

Church

of

cientology

GTAconsultants


11/33

3.

Proposed

Church of

Scientology

F a c i l i t y

3.1

Overview

of

Proposed Development

The current

ecclesiastical

management

ffices for

the Church

of

Scientology

in

Australia andthe

Asian Pacific

region

are

ocated

n

Dorahy

treet,

Dundas.

The

Dundas ite

has

approximately

210 taff

residing

on

he

premises.

Some

90

f those taff members

urrently

work

at

the

Dundas

site,

with

the remainder

working

at the current

theological

college

Church

a c i l i t y

atGreek

treet,

Glebe.

n addition

to

taff,some

00

arishioners

attend the Church s Greek

treet

a c i l i t y .

The Church

s

seeking

to

relocate their administration offices to

a

new

a c i l i t y .

The

new

a c i l i t y

would

alsoaccommodate

a

heology

college

to

replace

t s

existing

Glebe

a c i l i t y .

I t i s

proposed

that

the

new

a c i l i t y

would

accommodate

up

to

290

dministration staff

(who

ill

continue

to

reside

at

the

Dundas

f a c i l i t y

and

some

70

arishioners.

The

new

a c i l i t y

i s

proposed

to

accommodate uture

anticipated

growth

of the Church.

The

new

a c i l i t y

i s

proposed

tobe

located

on

he

subject

site

of

126Greville

Street,

Chatswood.

The

proposal

involves the

adaptive

re-use

of

the

existing building

on

he ite

and

existing

car

parking

structure

toaccommodate

he

proposed a c i l i t y .

The

existing configuration

of

car

parking

spaces

ithin

the

car

ark

would

largely

be

etained

in

i t s

current

form.

I t i s

proposed

thatthe

new

a c i l i t y

will

operate

seven

ays

a

eek

from 8:30am

to

9:30pm.

The current

dwelling

at No.25

Millwood Avenue

s

intended

to be

demolished

to make

way

for

a

new

edestrian

entrance

l i n k i n g

the ite to

a

roposed

bus

stop

a c i l i t y

on

illwood Avenue

see

discussion

below).

The

dwelling

at

No.

23would

be

retained

and

used

asa

aretaker s

residence.

At

present,

No.25Millwood Avenue

s

accessed

via

a

one

way

access

ith

separate entry

and

exit

driveways

ff Millwood

Avenue.

his

arrangement

would

be retained to

provide

access

or

No.

3.

The

entry driveway

would

tilise

the

existing

driveway

for

No.

25

Millwood Avenue

andthe

proposed

exit

driveway

would

be relocated toaccommodate he

new

us

drop-off a c i l i t y .

The

driveways

ill

be

configured

to

permit

left-in and

eft-out

traffic movements

from

andto

Millwood

Avenue.

3.2

Proposed

Bus

a c i l i t y

The Church

owns

nd

operates

a

umber f

standard ize

(12.5m

ong)

buses

with

typical

seating

capacity

of

some

0

passengers.

The Church

proposes

to

tilise

these buses to

transport

ts staff toand

from

the ite

from

the

Church s

provided

accommodation

at

the Dundas ite.

Staff would

be

dropped

offand

picked

up

at the

proposed

bus

drop

off

a c i l i t y

on

illwood

Avenue

throughout

the

day.

As the Church

owns

nd

operates

the

buses,

t

i s

able to

control

the rrival of the buses to

ensure

that the

buses

would not create

anyunnecessary

congestion

issues

within

the

bus

a c i l i t y

and

the

adjacent

Millwood Avenue. As

such,

he

Church

ill

manage

the rrival of the buses

such

that

not

more

han

one

uswould

be

on

ite

at

any

iven

time.

The

proposed

bus

a c i l i t y

would

accommodatetwo

bus

bays.

The bus

bays

would

be

staggered

from each

other

ff

Millwood

Avenue

to

enable

independent

peration

of

public

buses. The

proposed

bus

drop

off

a c i l i t y

i s shown

n

Figure

3.1.

14S1526000

((

7(10/14

Ge

7

Traffic

Impact

ssessment

((Issue:

A

126

Greville

Street,Chatswood

roposed

Church

of

cientology

GTAconsultants


12/33

Figure

3.1:

Proposed

Bus

Drop

Off

/

ick

Up a c i l i t y

.~

~arm

..t&

"~.-

.

~ , . ~

. . .

. .

~1~mI......,nll[...

a : ~ . "

.

I

l ~

" , i t

~

.

.

. I J ~ ~ - J . . , . . I .

.

~

.A~

" c

J < - . . , j , \ ~ ~ . _ ,

_--

---

- - - - - - - - - - - - } - J - _ _ . _ . _ _ ~ " i :

.

l

~-

..

......

, ,r-

~

,

~.

.

.

....~

#

II

I

..

_ _

_

. . ~ .

~r.__

_ _ _ _ ~ ~ ~ : ~ c : C : S ~ ~ L ~ ~ O ) ~ ~ _ t . ~ . . .

S;;

~~utt I)~lron:.

.~ ,

: : r

: , _ J : ,

. . .

.

.

.

..

.,

;,

..,

; - . . -

0\..

..

...~,

,-

~

t , f . . . . . . . ( ~ .

. . . 9 ,

" ( ~

.

l ; . . . .

j;

).

.

. . . . . . . . ~

,

. ~ : .

#

)I~I..

J

fM

/

/ , .

~/J

; ~

....,

~

.,

/

.,

.

. r

I

A < J

: ~ / .

/ . : ~ : /

Jl

~ . . .

_.__

1

,

. r ~ i f a

E

:>

o

o

..:

o

5

100

~

: ; :

o

7:00 8:00

9:00

10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00

22:00

23:00

Time

of

Day

At

any

iven

time,

the

maximum

accumulation of taff and

arishioners

would

be

some

20 taff

and 87

arishioners.

These

occur

rom9:00amto

9:00pm.

1451526000

7 10/14

0Ge

10

Traffic

Impact

Assessment

Issue:

A

126

reville

Street,Chatswood

roposed

Church

of

cientology

GTAconsultants


15/33

4.2

Travel Modes

The

questionnaire

surveys also

asked

the

respondents

heir

method

of

travel

i . e .

travel

modes)

to

the acilities The results

are

tabled

in

Table 4.3

andTable

4.4.

The results

are

lso

presented

graphically

in

Figure

4.2

to

Figure

4.5.

Table

4.3: TravelModes

riday

16

May

2014

Dundas

it e

Glebe

it e

Combined

Travel

Modes

Staff

Par ners Total

Staff

Par ners Total Staff Par ners

Total

Live

on

ite

83

83

83

83

Car river

6

23

29

6

23

29

CarPass

8

1 9

8

9

Dropped

Off

Taxi

2 2

2 2

Motorcycle

1

2

1

2

Train

Bus 98 10

108

98 10

108

Cycle

1

Walk

7 47

54

7 47

54

Total 83 83

121

84 205 204 84 288

Par ners

denotes

arishioners

Table

4.4:

TravelModes

unday

18

May

2014

Dundas

it e Glebe it e

Combined

Travel

Modes

Staff

Par ners

Total

Staff Par ners

Total Staff

Par ners

Total

Live

on

ite

86

86

86

86

Car river

4

31 35

4

31

35

CarPass

6 7

6 7

Dropped

Off

1

1

Taxi

Motorcycle

5 5 5 5

Train

1

1

Bus

111

7 118 111 7 118

Cycle

1

1

Walk

4 44

48

4 44

48

Total 86 86 120

96

216 206

96

302

Par ners

denotes

arishioners

14S1526000

((

7(10/14

Ge

11

Traffic

Impact

Assessment

((Issue:

A

126

Greville

Street,Chatswood

roposed

Church

of

cientology

GTAconsultants


16/33

Figure

4.2:

Staff Travel

Modes

6

May Figure

4.3:

Parishioners

Travel

Modes

6

May

walk,

3

CuPas.s,l

Ta)(

,2

Car

PaS5,

4

Figure

4.4:

Staff TravelModes

8

May

Figure

4.5: Parishioners

Travel

Modes 8

May

Walk,2

Train,1

From the

questionnaire

surveys,

the vast

majority

of taff

either

ive

on

he ite

or

travelled

by

private

bus.

In

relation to the

parishioners, they

travel tothe ite

either

by

private

car r

alk.

4.3 Traffic

Generation

From the

above,

he

combined

acilities

are

expected

to

generate

some

2 ehicles

per

day

(vpd) uring

a

eekday

and

some

6

pd during

a

eekend

day.

This

equates

to

approximately

20

ph

during

the

busiest

hour

(which

s

the

weekday

morning

peak

hour from 9:00am o

10:00am).

The

weekday

and weekend ate

evening

periods

(9:00pm-10:00pm)

would

generate

similar traffic flows

at

approximately

18

vph.

The traffic

generation

s

largely

related

tothe

parishioners.

1451526000

((

7(10/14

Ge

12

Traffic

Impact

Assessment

((Issue:

A

126

Greville

Street,Chatswood,

roposed

Church

f

Scientology

GTAconsultants


17/33

5.

Traffic

Assessment

5.1

Traffic

Generation

As

indicated

in

Chapter

3,

the Church s acilities atDundasandGlebe

ill

be relocated to

the

Greville

Street,

Chatswood ite.

The

combined

church

acilities

are

expected

to

generate

approximately

20

ph

during

the busiest hour and the

weekday

and weekend late

evening

periods

9:00pm-1

0:00pm)

would

generate

imilar traffic

flows

at

approximately

18

vph.

In

addition,

the

proposed a c i l i t y

would

alsoaccommodate dditional

taff

increasing

from

approximately

from

210 taff

to

290

s t a f f )

and

arishioners

from

100

arishioners

to 170

parishioners).

Given

that taff

would

be

ransported

to/from

the ite

using

buses,

t

i s

not

expected

that

the

increase

n

staff

numberswould

esult

in

additional

raffic.

At

any

rate,

an

additional 10

vph

has

been included

n

the

analysis.

In

relation tothe

expected

increase

n

the number

of

parishioners,

his

represents

an

ncrease of

approximately

240

per

cent

(based

on

a

aximum

accumulation of

71

parishioners

from

the

visitation

survey

during

a

ypical weekday

see

iscussion

in

Section

4.1

and Table

. 1 ) .

Therefore,

the

expected

raffic

generation

dueto

the

parishioners

would

alsoincrease

proportionally.

Therefore,

the revised

peak

hour

raffic

generation

would be

approximately

50

ph

during

the

weekday

morning

peak

hour and

42

vph

during

the

weekday

and weekend late

evening

periods.

In

addition,

therewould be

some

Obus

movements

per

day.

Therefore,the

total

expected

raffic

generation

would

be

approximately

70

ph during

the

busiest

peak period.

A raffic

count rom December

2006

estimated thatunder

t s

previous

use

the

ite had

the

potential

to

generate

some

70

vph

during

the

peak

periods

should

the ite continue

to

operate

at t s f u l l

capacity

of

470

s t a f f ) .

The

surveyed

raffic

generation

flowsof the

ite

with

280 taff

being

the

taff

number

atthe time of the raffic

survey)

t l l exceededthe

expected

development

raffic of

70vph

forthe

ubject

proposed development.

Separately,

the

proposed development

would

generate l i g h t l y

more

raffic

than the current

approval

or

the

ite

i . e .

60

esidential

dwellings

which

s

expected

to

generate

some

1

vph).

However

he

difference

being

19

vph)

s

not

expected

to

create

any

aterial difference.

5.2 Intersection

Performance

An intersection

capacity nalysis

of the GrevilleRoadintersection

was

onducted

using

the

computer

nalysis

program

SIDRA.

The

analysis

was

onductedfortheabove three

peak

periods.

The

analysis

was

onducted or

xisting

traffic conditions

as

ell

as

future raffic

conditionsbased

on

he

expected

raffic

generation

from

the


as

discussed above.

I t

i s noted that

RMS

uses

level of service

LoS)

asan

ntersection

performance

measure

o

determine

how

fficient

an

ntersection s

operating

under

a

iven

setof

prevailing

traffic

conditions.

The

level of service

ranges

from

LoSA

indicating good

intersection

performance

to

LoS

F

indicating

the

intersection

s

operating

unsatisfactorily

and

ill

require

intersection

upgrade.

LoS

D

s

the

long

term

desirable

performance

level.

1451526000

((

7(10/14

Ge

13

Traffic

Impact

Assessment

((Issue:

A

126

Greville

Street,Chatswood

roposed

Church

of

cientOlogy

GTAconsultants


18/33

The esults

are

presented

n

Table

5.1.

Table

5.1:

Fullers

Road-Greville

Street

nalysis

Results

Weekday Morning Weekday vening Saturday

Peak

Ave.

Ave.

Ave.

Vehicle LoS

Vehicle

LoS

Vehicle

LoS

Delay Delay Delay

E x i s t i n g

Condition

5

A

3

A

3

A

Future Condition

11

A

5

A 4 A

The

nalysis

indicates

that the

ullers

Road-Greville

Street intersection s

operating

satisfactorily

with

good

level

of service

under

existing

traffic conditions.

With

theadditional raffic

arising

from

the


on

he

ubject

site,

the

intersection

would

continue to

operate

atisfactorily

in

the

future.

The

future

levelof ervice

would

emain

the

sameas

hat

under

existing

traffic

conditions.

5.3

Residential Street Environmental

Capacity

RMS raffic

generation guidelines

recommend

a

esirable

peak

hourvolume f200

ph

with

a

maximum f300

vph)

as

an

nvironmental treet

capacity

goal

orlocal

residential streets.

Residential

streets

having

peak

hour

volumes

n

excess

f these

imits

would esult

in

loss of

local

street

amenity

and

afety.

The current

maximum

peak

hour raffic volume orGreville

Street s

some

05

vph t h i s

maximum

peak

hour flow

occurs

uring

a

aturday peak

eriod).

The


s

expected

generate

some

0

car

ovements

per

hour

uring

the busiest

period

along

Greville Street. These

vehicle

movements

are

associated

with

parishioners

arriving

and

departing

theon-site

car

parking

f a c i l i t y

via

the Greville

Street

driveway.

As

uch,

hefuture

peak

hour

raffic

volume

on

Greville

Street

would be

n

the order of

approximately

155

ph.

The future Greville

Street

peak

hour volumes

would

not

exceed

RMS

uggested

environmental

street

capacity

or

local residential street.

As

uch,

reville

Street

n

the

future with

the

proposed

development

would

not create

any

dverse

impacts

o residential

street

amenity

and

afety.

14S1526000

7 10/14

Ge

14

Troffic

Impact

ssessment

Issue:

A

126

Greville

Street,Chatswood

roposed

Church

f

cientology

GTAconsultants


19/33


20/33

As

such,

he

available

car

parking

spaces

ithin

the

xisting

structure

can

more

han

adequately

accommodatethe

i k e l y

parking

demand

of

the Church.

6.2

Parking

Layout

and

Access

The


involves

the

refurbishmentof

the

xisting

car

ark

located

atthe

eastern endofthe ite t i s

proposed

to

retain the

general layout

ofthe

xisting

car

ark

including

the

access

rom

Greville Street.

The

proposed

parking

provision

includesthe

ollowing:

134marked

car

parking

spaces

Six

motorcycle

spaces

and

fouraccessible

parking

spaces

ttheentrance

of

the

building

A

layout

ofthe

car

ark

i s

provided

n

Appendix

B

of his

report

1451526000

7 10/14

Ge

16

Traffic

Impact

ssessment

Issue:

A

126

Greville

Street,

Chatswood

roposed

Church

of

cientology

GTAconsultants


21/33

7.

Conclusion

Based

on

he

nalysis

and

discussions

presented

within

this

report,

the

following

conclusions

are

made:

The


s

expected

to

generate

some

0

vph

during

the busiest

peak period.

Intersection

analysis

confirms thatthe Greville

Street intersection

with

Fullers Road

can

accommodate the

expected development

raffic.

The

intersection

s

expected

to

continue

to

operate

with

good

level

ofservice.

Greville

Street

environmentalroad

capacity

would

also

be

acceptable.

t i s

not

expected

that

the


would

esult

in

any

adverse

effectsto

the

residential street

amenity

and

afety.

iv

The


generates

a

arking

demand of

64

spaces.

v

The

proposed supply

of

138

car

arking

spaces

including

four accessible

parking

spaces)

would be

atisfactory.

vi In

addition,

ix

motorcycle

spaces

are

also

proposed.

v i i

The

existing

car

parking

layout

and

access

arrangements

ill

be

generally

retained for

the

proposed

development.

v i i i

RMS

and

STA

have indicated

support

forthe

proposed

bus

a c i l i t y

including

the

relocation of the

existing

STA

bus

stop

outside

No.

19)

and the

proposed

vehicle

access

toNo.23Millwood

Avenue.

Overall,

t

i s

concludedthat

the raffic and

parking

aspects

ofthe


would

be

atisfactory.

1451526000

7 10/14

Ge

17

Traffic

Impact

Assessment

Issue:

A

126

Greville

Street,

Chatswood

roposed

Church

of

cientology

GTAconsultants


22/33


23/33

,

~;";~

~~i;.r,

t..

.

.

,-

~.j:

{-

~j

~

. . , : l - . " , f

. " ~ . , ~

. ~ r " i I . ~ ~ _ i H ~ .

, . , .

( J : : . )

~;,

.

.

.. . f , f ,

.....-

~

~ / ~ p . J . ~ : O O . . ~ .

. i - "

.

,

"

, ,

1 1 . (

...

.

~

J

f.

-,

I

.

.

I

i

,.

.

/

,~.

-

.

.

~f

.

...

..

V"

~.

1 - : :

" . " 0 " "

J~C

r

.......

~

. " ~~".

t { ~ ~ .

. . . .

J:

r , ~

" f l -

" , "

k

t r "

:.

~.

",

. ; " :

,{,

.

~

;

-~

--;-

L

.

_

*"

"i

....,.

..~

.

~ ~ ~ j , ~

: . . ,

: d ; ~

,

: . 1 : " , - " "

.

: 1

f \ , , ; r \ ~

PROPOSED SHARED BUS

DRAW-IN

AREA

~,

I

;

,

,..I"

,

"\ . . .

. ~ ~

. . . . . " .

(

\ ~ , ~ ~

."",

d . , i l / " "

I "J~

;;:~

~ : F , : : ~ ~ ~ , >

) ; ~ 1 l

. \

- t ; ~ ; j T i ,

,.

,,...l~.

~

_~ ,,.

\

~

.

;.

Y

J

~

,

~

lIP

,"

+,

A

.

"(

~..

..

~

; t

,1;

,"

~ , i

J

~ E X I S P I N G

T R ~ ~ . a

BE

R i M r i V E D

,~"

,

" , "

.

I

5

..

"

I~"

. . . . . . .

- .

~

~ Y ; ~ ;

,

*

J

If

. . . . . :0 =

~

or;

j

.,4;.

.

~

4 : : : ; ;

J ,

~,

,.YF

4

r

. . . . 1 \ \ .

.

t ; " ; . . . . " . ,

~

,

, , ; ; " " r , . ;

.

. . . . 1 ~ k t .

:

_ ~

J ~ "

~

. . ~ I "

J : t ; : , \ , - .

.

. . : .

f

U i r - t . .

, , - : , :

.,.

"

, . . I i,

. ~ -

r

d,.

t -..,

,

.

. , ~ .

X I S ~ P J l . . W .

ER

. P O L E .

~. ,;.

1 4

\

" i "

J.

;~~

~ ~ , t . .

~.

,

,

~

,

fJ

...

~

.

, / ,

I

~

~

.

I~

~

.

, , , 1 \

I

-

>,

,

" - " . " 1 ~

,.

-

,.

:

.

" \ i J : i . ,

.,L

"

~

\ ; f

~

~J

_

~.

.

~~

,

l ( t t o

. . . , J ~

J t )

~I~~

~-

~ ~ ~ I ;

-

I

l"

;

.

~..

.

,..~

~

/

.

.

\

1o. ,

~ ~

\.~.-~.,"

~H":~

.

~ . ~

.

" ,

~# .

.

,-~

t~

. . - ~ - -

--;-(

~ . . j . { ~ . : ~ < . .

.

~ : : ~ . .

, : ~ ~ . . . ~ . . ~ l " ~

, , : ~ . . . f - ~

. ~ j ~

//

.

I I I .

~

r

.

-~,

~

....

~..

~

~

I

~

l . r : " " . .

;

.

I ;~

,

,.,

I)

.

I)

_

_

_

_ . . . _

- ~ . - - : - ~ . -

--

.:;,.

.

..

-

- I o t . . . ~

-l

^

, , ,

1,,

I T I

. , . "

,~f."

J

~ t

..

.

,_

~: "

j . # . ~ 1

....

.

.&J

-.,

"....,.,

~.."

.

,r,~.

_~~

, , - I

I.

I

I

{

~

~,...

.

.

.

.

.

~.

> , ~ . " G . 1

. ~ . ;

~

_ _ _ : } , " -

,~V

. ~ _ . . . . ;

. I I ~ i . - ~ " l

.~,r

. l .

" " I . . . . .

i

1

. . ; . ~

r

~ O I

1.

i-

" :

~

1"

~.

.

.

-

,_

0>

J ,-.

~

j

~ .

/Ii

-

, . . I . .

r1

,-~

...- :-

....

I.,

Q

t

.

J t j )

" " 1 1 -

w

~

J

i

~J

.

,--

, . ;

~

~

XISTING

DRIVEWAY

~ . J . .

~

;

-~~

.

- " 1 . . , i = - ~ ; r , ; . t

t~::r~

l _ 1 .

cJ

t

,

J ~ g ; : I . ~ "

~~

..

f l

1 1 -

k#f:i,

~

il~~

\ . . ,

~ " " , " ; r :

-d

1."-..

. . . . ~

..r

l

~

~?

~

,

.,

14

~.

>

t"

/ _

: . .

.

,:.

,-

-.~

. ,

~

.

r l l

:~.

.

41.

.

...

, : J " ~ . , ~ " 1 \

fJ:

j

f

.~(..

, , . .

,

.

~l"

l ~. fi

\ / t : J .

:.

.

1"~:

-,~.,

I ~ . . - ; l .

~ J "

=

"r,

./

,~(.

.~

I C ,

~ l l . > ~

~~=,

..,.,

" - ( .

~ . n : " , , ~ ~

~ ~

,J~J.,Q

( j . . . . . ~ . , . ,

, ; : - "

\ . ;

- ~

~ , L ~ { j ~ ~ ~

{ ~

,

t J " "

f

4 < 1

I

.

.(

~ . . . "

~Y

-

I i \ l : 1

,~

"i~~

-

f ?

:0

it

\

~

~

, ~

,I

~ " I ~ -

" ~ ~

: A

~.

?~,

~

-,==

, ~ > . l C J " -

~?

-:":

X . , k . - r j

,

.

?..

; . \

._ ?-

.

- - - ; . . . ; i "

, ~ / \

"

,

~

J ~

.\~

, ~ ~ ~

w : . ) o ~ ~ . ~ i ; t

Y.

I ,

--

1i..

1 ,

~

~ } i -

i~O-=~,~,

--

~

f

, , , . J , ~ ~

.~?~{f~~~~~f,~

1 \

. . \

" t

, . .

,"

~ I "

1,

;.t";..i-

"

i j

11,

T~,,>~"

~~rr~~

~ ~

-.

\ " < . I , I W , . .

- A I ~

.,

,-

,-

I~j

,

~

.

,

* ~

" - : : t ~ ~ 1

,. /"

i"J~)

~

~

{ 1 , , ; . J :

\ \ " ,

, . 1 - - 4 ,

_

~

J

,

-

: . . . ,

:

-~.

~

: \

I

iJ

\~~

,

,~

( . . . . . ~ I i

Ji?

1; ~:

J

~.

.

2

.

I C ~ t : U

= ~ ~ \ ~ A . . 9 ~ ~ . ~ \ l i T i : i

~ /

.

.

.

. " ~ ~

~

. . . .

,y

, : 1 " " ,

I

J

,

, ? ~ . .

-

~~~

, I ,

f

I,

~ . ~ ,

J 5 . . ~

f i ,

- ~ L . ; ; ; \ ; )

~ : : .

r.

t~

< " ,

\ . 1 . . f

,~~

.F.

~

,

-

,

,;

~

.

I I

_1

,

,

, J , , -

, ~ t ~

~L.--:"-?0S}.

\

PROPOSED

A i w s 1 l N

AREA

l .

J

. . .

(

J

.

l : ~ j

f Y 4 t J i

r.

l ~

~~~~~~~;

,-t

.

,.

) ,

~

,I.

,

; " " J ; ~ _ ,

F

( ~ : " J .

~

.

r . " : ~

. t l ~

..

i .

~

Ir

\

, , ~ . , : - _ - -

F

I j

:

J

" " - : :

~"

.

. J I

.",~

1

,

..\0

,,r

&:.

~

~

. r"

..

,Yl,

,"II".",..

I

1

f~

.

.r

; l.. "

.

. I~..:..:..c

~

. : . - -

",.1

~

"

,\,

~-

.

,L,"""-

-

-

- -

-

...-

-

~

~

. . .

..

-

,~

~INDICATIVE

~

.~

-

-

._

-

~\

.

. . I .

~

..i

~.,.~

\

I

.1.

.\l

, I

\c.

.

i , l

."

~ : J - .

. , . "

~

-

1.

"I

,.

i

,

.

.

~

.,~.

I f r

~ ~ "

~ ~ .

J~

T

It

-

C

~

~ i

~

1 1

I,

_~"

:

...

.

-

,

~;

1,-

,_

-1.

" . = : t -

, ,

j

..

-,

,

J7{l-~

..~

~

~ i

~ ; ~ ( ~ f ~ ~ ~ ,

, ~ . " l

; ~ ~

.

,

~

.

J

"

, . . .

) " . 1

I

~ ~ ~ ~

; : r ~ j ; ] 1 ~ . , . -

J ~ _ .

: . j

I

,-

~ .

j

-

~.---_:

.

.

~

~

~

~

\r~;~~7.J

~ 1

--I~~~

z

..~

PROPOSED DRIVEWAY

~

_

_

;I~

-:

17,2mm

.

: < -

lI

.

.

-

. . . . . f i y C ~ .

I

~

~

- = = , . : ~ ~ ~

.

~-

125m

~

~

=--

r..-~--=-~

AVENUE

,~~

,i,

...-="

--=-

. = " J

-

"

~--~

~

~

\

~

DATE:

SCALE:

t

E

Melbourne 039851 600

Sydney

028448 800

Brisbane

0731135000

Canberra 0262639400

Adelaide 08

334 600

oeo

@

126GREVILLE

T,

CHATSWOOD EST

02.10.2014 1

:250@A3

o

2. 5

5 7. 5

~

RELIMINARY PLAN

GTAconsullanls

www.gta.com.au

BUS

BAY

CONFIGURATION

SKETCH PLAN

APPROVED: DRAWING NO, SHEET:

ML 14S

526000.03-0

-P3

01

OF 07


24/33

.

0 - . . . . 1 ......

-:r~,

~

.

lI

Ct

__-ia~_~W-"~~.-

~,

~ ~ ,

I..

,

I ~ /

fi ~ , . ~ : ,

. , .

, . ) . . . .

_

. " ; ,

r.

/., l

,"

:"

.

. ,

f

. r , . .

J t i j

-

F

..

1 ,

l

. . . .

~J

~

(,

,

t

- ; . . ~

c J P 1 \ , "

F

J

.

"

I ,

,

II

~ ~ ~ _ 1

.

,

,~ ~

_.

_

_ ~ . . . 0 ~ \

, , ;

1

_ _ "

: 1 1

~ ~ ;

J;,; /;

- j . ,

f Y 4

~

l ~

~i~~

o ; , ; , ~ . .

~/-1

..

,,

."

,

\ ,)

"

C - : : I ~ j

, . ; ~ ~ ,

~ l t " " ~ i

~

,

. r l " : ~ ~ ~ ~ .

I . ~ ~

l ~ I ~ . , . . , .

-;t,

< ~ .

~Ir

. ) . .

11

f".

1 ,.

.?

~~

.

~\

~

~

".

~

.

.

_______________.f__t_~~:.."..

,~.\.

_

l i /

~ I , ) ; . . .

~-

~ . . [ ~

.

] "

.

. , e : ; ;

~.

"

.

,

"

,..-.

c

"

r

Ii

_

.._

_

-

-

-

::

_~

-

-

- 1 I I J I ; i _

_

~,.,

~.

~.

1 1 < .

,

.

,

,-.

L

.

..

~ ,

~~

,"

: ) " . J

1,

,.

. ~ I ~ - . , . , . .

, J . . . : : .

~

~.._ ..

. 1 . "

~ , 9 , . . , . , -

.,.

,~~

- -

. 1 1 ~

f.~,~(".

-~

~..

~

. . . ~

17

L

".

~~J

.

1) , 1 l

I i " .

~ , : . , . . . . . . . . ~ ~ . . ~

ir~

. . , . \

1

: : : : : : : : : : : : = - ~ ,

""71"in:.,

/ ) . : . . .

.

..,

/:,

" 1 1

. . I

i:?

l

-

.

......

,

Iii

, \ ~

,.

,.,,~

r , . . . .

. J r " l

-

~

\:" J

, 4 . . ,

, . - ,

.

~

, . j "

~ , ;

~.

~

f:

.,

.

~...

,. \

1 : .

~ . $

.

~ T - "

.

.

.

."..-.1:" ,,-~

,

. I I )

. ) " : . 1 - .

-#

;

. . ~

T

. . 1

~ ~ 7 : ~ . J ~

~

~ ~ ~ 1 (

4 "

,~k

~ ~ ~

.

" 0 J ~ ~ ,

f f ~ " ~ J ~ / : ~

~ S t . T ~ . : - ; . ~ < ~ r ~ ~ , - - - - ~ - . 7 ~ ~ < : - - ; : . ~ ~ - . . ~ ~ r " ; i . -

, , ~ .

: : l

, ~

,

~ . , ; r

: , : . t " 1

; - ~

~1

; . - t t

- ~

J ~ ~ ~ ~ , \

"

1 : . ~ / , , ~ ; ~ ~ i

, . " , ,

, /

, ; .

/ ~ ; ~ ~ " J I /

< .

:-

- "

: / . .

~ * ~ -

6;/

"~4t\:,

"

~fJ

q

.

~

1 1 ~

,

L

r

.

".

~ , ~

...:.

~ ~

11

"

~

,~"

~

1 \ \ ,

../

" , ~ Z "

-

- : m

~~

~jj.~.

-,

I ? ~ ~ : T .

--

I.

j

.,~

~

.

..

,~

I ~ ~

C

~:

,.

~";

~-

...,

--"

L

CI""~

1 . 4 :

/

/ . "

. , . . , .

~,

"f

: 1 1 - ~

",

.

~ ~ ~ "

I , : :

~

,

: l l " , l . , ~ _ r .

. . ~ I ~ , t

"

, , . 1 .

.

.~~;

~

. . . .

I

/

A.,.

f

~

~"".

i o . ~ l C b ~ 1

I ~ ~

-

~...~

" " .

=;;~

\

~~

c,....,

[

.~:J

, . 1

I~..

~ " "

~ " " , ~ . ~ j y \ , \ \

I

I\l~/f

.....~

,~~-

(,.~.~:I.~~~

1 . . . 1 , , . . . . . . . ( . , . , ,

~

-,

J

.1.._.,.".],",.",

~ -

J

i.

. . . . . . . . c . 1

,.

"II

\

f A - .

~

-

,\

~

A . . . .

I

,Jf~

. . < , , , , < , , -

.

I

"".

,,"....

~

1.

.,..

~7{

l-~

-r.rfi.

;;=

".

,

~ ~ . - ~

I

~~

l I 6 , ~ i ~

-~JJ"

~ : . . ~ . . . c . r . . k -

, . . . .

I

; / , J ~ , , " ; . y / . ; ; ,

_

_,--

~

: J

( ~ } ~ J t .

tI............-.i

~ l .

: . . . . ~ i . } , f ~

It " > , } .

;Tf

,.

,"

I

l.

"..

:P..

~

j /

~~

~

/

1 1 . } i f J l -

:.Lir"-

\

iN

:

.~~

~

i

" . . . . .

~

~.

~

t

t

.L~,

"I ..

~ ( , , ; . . ~ " 4 f f

"jH,I,

,-

.

1(",

J

,~(.

.~

1 C ,

~ l . l , . ~

~~=.

....,

SWEPT PATH

KEY

2,20

VEHICLE TYRE PATH

VEHICLE BODY PATH

BUS

metres

300mm CLEARANCE

FROM VEHICLE

BODY

idth

Truck

Lock to Lock Time

Steering

Angle

:

250

:

250

:

.0

:

6,6

ASSUMED

SPEED

10km/h

--:

=

:.

,"

~

- I l , ~ " " ;~

"7

I

")..

(~

,

-

- -

1

" ,

.

- - - W ; , = " " " " ,

"t

b

.

~?

~

~~>-

If.-~

-

- . . ~ . . . .

A . . ~ r . ( : : J 1 , ~ ~ ~ I

.

(s

".

- . .

.,

.~"

-

I

; >

H

~~

.~~

~

,"

j.,

.

IIIY:

,,-.

" ~ ) * i " " :

.

_,

,-4.

~

. , , ; , - :

c " - ; \ J

~ ~ ~ ~

~

~.l,

? ~ r j ~ l

. , .

;

),

~ ~ t

-.

.

-

. ~ - ~

" ; " ,

. , " 1

- . , ~

. 1

.

I

..

V I I , , : _ ,

.,.

~

jjb.

.

I

.

~ t : :

.

....

.

I .

, , " ~

of)

f."

,

,

i

~

, - : : . ,

{~:/

~.

,

- . . I I

.

~ , .

~I

l;

, , ~ ~ d - \ f .

-~

~)

.......~7

(

,

.

_

.

_

l~

v

.

t;

J

:. ..

_~

,

1 ) \

....

/ : ; ,

- - F

~\1

-

~ t "

, f

.;

: J . , .

-

\

-

."

l~~

."

.

.

}

~

;~

L,.:

F~~"

JI

:-....~~~~

-

--=-

~

. = " J

~

7

\

~

DATE:

SCALE:

0

2,5

5 7,5

126 GREVILLE

T,

CHATSWOODWEST

02.10.2014 1

:250@A3

~

2.5m BUSSWEPT

PATH

ASSESSMENT


CHURCH BUSACCESSING BUS

STOP

ML 14S

526000-03-02-P3

02

OF 07

t

E


Sydney

028448 800

Brisbane

0731135000

Canberra 0262639400

Adelaide 08

334 600

PRELIMINARY

PLAN


25/33

12.50

1

I

~

220 6B5

SWEPT PATH

KEY

,~(.

,~

1 C ,

~ l . l , . ~

~~=.

..J\

~

"

~

.~

,

BUS

metres

VEHICLE

CENTRE LINE

EHICLE TYRE PATH

VEHICLE BODY PATH

300mm CLEARANCE

FROM

VEHICLE

BODY

ASSUMED

SPEED

10km/h

Width

Truck

Lock to Lock Time

Steering

Angle

:

.50

:

.50

:

.0

:

6.6

~ .~." .

~

"

1,

, . ~ "

> _ I I - C

"r" ~.

, 1 ,

~"""-.>1

_---

::

.~

--

._

..

~

A

,

I"~":""

,

..

..

..L.

,~,

~

-

-

.

.

"

..~ ; r a e

: . ~ t -

>

J"

" - " . - 1 ~

I

V

,."",

"

II

1 f t

) - - C . k - \

f

# . " "

I

J j j ( J f

, ~ v < . . , . , ~

~

.

.

1 " : ) ~ f I

,"

~

""

~

. .

-..,-

l ( t t .

f . ~ ~ i )

~ - ~ - ; t:~ " I

,

(

,;Jj,~~,./.-

-

_.

"

."

I,

,

t I . . . . . . . . . . . . . . ,

,,

I

1 -

.

"

Y

l"

~~.

/

/.

fJ"#

~.1r?/

.

\~

=

=

...

.

~~

.

L

~

.

I

.,

:......,

~

.

e..

I

I

r

-

. .

T ; " ~ r

1""

.,l

.

.

.

r

I , ~ . .

\

",

~~I

, , ; . . . . . . ~ . ,

"4rt:-f,,~.

l o f J

.

l , - - ~ " ~ " i ~

.

_.,

==-_.n

\ f M

..

. . . . . . " "

j . , , , - : , . . ~ , , ~ . ; ~ , ,

" ;

, ~ ; t # ~ . . " ~ I .

.1Jlii

,-~

)

. t - \ I . .

...J--

-7.

/ / " " j . :

~ t " ; . . : : - - - _ . - - -

-------

- - - -

:-

~

. ~ . J

,.

. . . , . ~

. 1 , , -

.

f.

lIj,

r

; ~

,.~

II

:

.

~.

.

~

~-

-

".

I : -

, j "

J

~

~~.;

I"~~

.

44..

-

j . ~ .

I

/

...

00

1 l ; ; , - .

";

-

, . ~ ; . : : : , .

^ " ~

~ {

, :

. . . ~

~

1r/1" :

.

-

-:-

-"~

-

..-

--

-

-

-

-

- ~ 3 ,

f - -

~"

~I

, , : .

=

. . . . , , ~ ~ . ~ , I I . , ~ I .

~ \

I

.

i

1 \ ~

I

~.

- . . . : } , v , j :

,~v

~

0

J " ,

"J;.

.,

.

,i~

~~

: I i

..",

,J]"

1.

I P . :

, - - : 1

~.

r 1 r .

1-

.

.

",

",

J

" ,-.

.......

/Ii",~

fl

~~

..

.

I.

H

~~

. ~ ~

~

j.,

,

"lIlY:

,,-.

" ~ ) * i " " :

_

._,

.-4

~

. , , ; , - :

,

; \ J

~ I . , . r . ~ t ~

.MS.

? ~ r . ~ . . l

. . . . . .

,

.".""

" " .

"r.~"

~ . "

";.

,",

. . . , ~

.

;,

.

.

.

.

K

; 1

.~

,I

.

I

,,".

.,.

j j b

,

I

.

,

~ t : :

"....

. , .

I .

" , , ~

of)

f

.

.

.

i~

, ~ .

{ ~ : /

.

~.

.

.

. . 1 1

.

. ~ ~ I

l;

. .

.~.

\ . ,

~-~

~ " ~ , " > . " 1 f f "

,

.

_

.

l~JV

&

~~.

. 1 . . . . . . .

=,

~

,_-=

,

1 ) \

....

. , i J

~F

: 0

\1

" t : . .

, f

-

, : J

.

\,

, j I l

t.

_ ~ I . . . . : J > f ,

,.

.j;~,..

,

,

} ~

1

~ ~

,;

.?.

~ l . , , ; : ,

I l l f . ; "

. =

.

.

I

:-....~~~~

-

~

. = " J

~

7

\

~

DATE:

SCALE:

0

2.5

5 7.5

126 GREVILLE

T,

CHATSWOODWEST

02.10.2014 1

:250@A3

~

2.5m BUSSWEPT

PATH

ASSESSMENT

CHURCH BUS

LEAVING

BUS

STOP

APPROVED: DRAWING NO. SHEET:

ML 14S

526000.03.03.P3

03

OF 07

t

.8


Sydney

028448

800

Brisbane 0731135000

Canberra

0262639400

Adelaide

08 334 600

PRELIMINARY

PLAN


26/33

VEHICLE

CENTRE LINE

J..,i=-~;r,;jt

t ~ . . - : J ~ -

l _ 1 .

J

t

f ~ g ; : I _ ~

~

~~

..

j l

1 1 _

k . " r : i ,

\ \ . . , ~ ~ " " " ;

r

. . . . : - d _ 1 .

. - . ,

....~

~.

f

.

.

?

,

~ . "

1

;

>

,-

.

1 ( - ,

J

,~(.

~,~

1 C ,

~ l l , . ~

~~=.

..J\

12.50

1

I

~

6.85

SWEPT PATH

KEY

2.20

VEHICLE TYRE

PATH

VEHICLE

BODY PATH

BUS

metres

300mm CLEARANCE

FROM

VEHICLE

BODY

idth

Truck

Lock to Lock Time

Steering

Angle

:

.50

:

.50

:

.0

:

6.6

ASSUMED SPEED 10km/h

-:

.---?a

;::::;~

~

~~~

~ i - -

_~

.

I

-~

~ T

i~

--=-

~

- I l , ~ " " ; ~

7

I

)..

(~

,

--

1

"

.

--W;,= ,

L

b

.

~?

~

~~>-

If--~

-

- , . . ~ . . . . .

A . . ~ r _ ( : : J 1 _ ~ ~ ~ I

.

(s

. . . . ,

",

.

-

-

I

; >

H

~~

. ~ ~

~

,"

j.,

.

IIIY:

,,-.

" ~ ) * i " " :

.

._,

,-4.

~

0 , \ ; , - :

c

; \ J

~ ~ ~ ~

~

~..l,

? ~ r j ~ l

. , .

e;,

),

~ ~ t

-.

.

-

. ~ - ~

" ; " ,

. , " 1

- . , ~

, I

.

I

.

V I I , , : _ ,

.

- ; I

if.>.

,

I

.

~ t : :

.

....

.

I .

" , , ~

of)

f.

,

,

i

~

, - : : . ,

{~:/

~

,

- . . I I

.

~ , .

~I

l;

, , ~ ~ d - \ - f

_ . , . , . d -

~.)

. . .... . ~7

(

,

.

_

.

_ l~

v

.

t;

,,~..

J

."

- : .

... ,_-=

_,

1 ) \

. . . .

/ : ; ,

- - F

l~

\1

-

~ t "

, f

.;

: J f

-

\,

..

l~~

..

.

.

}

~

;~

1 . , , . :

F~~

JI

:-....~~~~

-

~

,=;

~

7

\

~

DATE:

SCALE:

0 2,5 5

7,5

126GREVILLE

T,

CHATSWOOD WEST

02.10.2014 1

:250@A3

2.5m

BUS

SWEPTPATHASSESSMENT

APPROVED:

DRAWiNG NO, SHEET:

STA BUSACCESSINGBUS

STOP

ML 14S

1526000-03-04-P3

04

OF

07

t

E


Sydney

028448 800

Brisbane

0731135000

Canberra

0262639400

Adelaide 08 334 600

PRELIMINARY

PLAN


27/33

~J:

: : . ; ; : ~ 7

: ~ . . ~ ~ - ~ ~ 6 : . f

. ~ ~

l - t J r

. < ~

~ ~ ~ ~ ~ i ( t

r

; n " ~ ~ ~ ~

~ ~ i

-~

~ l t ~ ; 1 : t : "

. ~ \

j 3

~ : f , [ f ;

" : ~ ~ l . - \

~

~;.

~

1 ) .

, ,

r

~.,

14,

>

: ( 1

~

\ I

"

~ I ~

~

.,

_,

~ / > . l C J

~-~

. . . . . . . . \-JjJ;.-r"

-

~

-

"j

::F

J l J

-~

,I

_

:,_

J

-

I I I

,

I) >

. . ; ; , :

~ l

.

.

~~l-:14wr..

.~)~,

. ,

-~

/

"""

" I i

. . . 1 "

.

~

1 ; ;

...

~,~:F. -,.

I

1M

I I I

"".

~

;.

>

~ ~~

....i

.

y

l

~

~~

, . . .

~,

.

J~

~

; ; - , :

"

. . . . "

,~:

:.

~...

f

,~.

: - . . :

/-4

r.

_

~

:-

-

-

:;:--7

~ - , . : . . : : - -

- ; ;

_

~_

_

_

~

1 1 . ;

.~

_

t

~

,

..

").41,

:

#.1

:.

; ~ , . I

4

~"",Y#

4

k

. . . . 1 \ -

.

~ , " ; " - " " ~

\

~

.

1 t . . 7

~

~....-

.

1,

-

l#L

,,

.i"a- --.

.

,

.

" l

.

~

~ . - .

: - .

"~

.

,

-

~,~

, J ~ ~

\

\ ~

~ . . I I

" ~ ~ } "

,.

" ~ /

,

, - ; " i

- : ~ .

~

,~

I,

~ , : " , "

--&

r

\

r::" ~._~

fi

~ r t l

_ , : . 1

f"

lll

. - 4 .

~

t , . 1 ; - . - f f

~

-~

- ~ c .

. ~ ,

, 1 . . f . , ~ .

. 1 : t . . -

.,"

Of, "

/#

.

L . ~

J

- . .

,-~

\~

\

,L

. . . . . ,

-:

r t . "

~ : . ; : ~ - - ~ . . . . ~

Y

(

~j~p

:1

.;,

.

_ . _ j F

~.

J r .

L

.

~,f

~

i / 1 4

-

, ~ , 1 ,

i , :

/ \ ~

).

,

_

~,...t~-

,

-

~

I i i .

"&

~

.,.~~

"-

-

""\\",

\

. #"

i ~ 1

(j

; - - ~ I

f i ~ 1 .

r . : "

.

-

, , , I ~ r , ;

~

~ L ~ ~ ~ . : , ~ I ~ . .

I f / \ ~ "

. ; /

; ~ - ~ ~ Jd_ J .

~ ~ . c ~ , o l i

. ~ I \ ~ ~ ~ ~ ~ . L

" " , j - " , .

--~

.~.

. , . \

~

I ~ ~

- : 5 " o ~ : . 1 "

l : t ,

>,

.

,p";1.

, . 1 "

I~..

-

,\

" t

. . . .

r ~ ~ f "

/ ~

I

~ ; ~

If

j f . . . , . . .

~~,

__~

~~

~q.~,~

_

I . : . .

~~~~_,

- " 1 . ; . . . . . . " ( - ; -

>;,

~

--

-,

~ J

1-

___

-,

J.

.

~

,

.

.

.

~

J"

.

1 ~

.

.

...

I I

t i f t

" > >

~c

,\

; I -

" , . "

/

J

f~

.

"

-r-

",

\

..

,j;~,.-

,

" } ~

~

, ,

.?

_

~ l . , , ; : ,

I

.~,

_

J

1 7 I f - ;

_

"

,

:-....~~~~

-

--=-

~

. = " J

z

o

~

7

\

~

DATE:

SCALE:

0

2.5

5 7.5

126 GREVILLE

T,

CHATSWOOD WEST

02.10.2014 1

:250@A3

~

2.5m BUSSWEPT

PATH

ASSESSMENT

STA BUS

LEAVING

BUS

STOP


ML 14S

526000-03-05-P3

05

OF 07

t

E


Sydney

028448 800

Brisbane

0731135000

Canberra 0262639400

Adelaide 08

334 600

PRELIMINARY

PLAN


28/33

t J " < .

. ~ . n : , t ~

r/

,J~J"Q

(j

. . . . . ~ ~

r . 1 : t :

\

. ; =

, ~

~ . ~ ~ ; J ~ l ~ ~

~j

,

"ad " ,~...

Y

-

~

""

-.."

"",..,.

,0

~ ; - "

,

I~

S

~ i ; 1 1

~~t~ 4

~ .

1 F . p \ ~

-,==

. ~ > J . C J -

~:S

1-:~

- \ : k . - r J

f

?..

; . \ _ _

._

.,

7 J

..

u " l . . ; ; -

, t / \

"

f.

7 : ~ ~ ~ \ ~ . ~ w : . ~ ~ ~ ; : . ~ ~ Y .

I , .

--

\,

I

,\

, ~ , ~

~ } i

~ ~-~~,

-~

:

r

. . .

I l

~~:llg

~ -

~.~

\

.

1 1 .

I,~

r 4 . f i

J

h

~

.....f~..

1 ~ 1 t I i l -

,

f l ;

J

I

.

""

J

4 J - " 7 ~ : J ~ - : "

~ " : I

,~~:~

; f ; . J : \ ~ . ~ . , 4 i I

,~..\,

~ . . -

,-

"j.

~

, . f r

. . . . ~ :

~

1 < } t ~ ~ . 1 \

" ~ " J

J l i P ~

,

~

"

~

(~,

t ~ ~

4.

1; -~:

J~.

J.

. "

--

~ I \

I

]~

,.

,

, ;;J ~ ~ ~,

y

-

,

" ~ . . .

"..~

Jl

. . . . . . o t . ~ ~ . . . P . . . 1 ; /

. ~ . . .

k

,)rl

~

.~,

: , ; J "

,

I

J

..

" ,

-

,~

-

W

-~I\"---.-

~

-

~ ,

I ~

--

" . . . . ,

....,

."

,

t

-

-

~ " , - : l i O

l

"I.

" , " . r

-

5

,

.

. - 1 \

I f . . - J i )

-

-:

r.

~

/ ( ,

\ ~ , t .

,

I

,V,

~

J

I..

I

I

,

II

, ~ ~

_ . . ,

i \

,

F

,

tf "

),...,

,./,

II

\ " . . , , ~

. ,

~\

"

"11

,"

.

I

,;

.

,

, ~ t ~

~L.--:-2..0S},

~;

~

~

I,

.

{,/

,,(

J

.

J I "

. J : : , ~ j

f Y 4

r " f i \ l ~

\~~~~~,;,

~ . .

iJ-1,"

; r

, "

, "

,J, ,~

I,~

. . ; t J ; ~ F . l . f . : : J .

~

r . " : ~

~ ~ .

1 ~ , I r .

~ . .

.

. . . . . .

. ~ > S . . y j

~"

I r . ~

1

,

..\0

"ie

.

:.

~

~tl

.

, to

?

" I

I ~

I

G~,

,1

L~J.J.

,~

,?

. ~ " : l , ~ . . .

_~\,~~

~,

~

, L I~

~

.

...

"~C

,r" J ;

, c

.

~

------:;-----------..I----~-~~--_r;i

-.

~,

~.~~,

~~

& ~ ~ \

~

I.j

..

, f

~~

o.

.,

~.,j.

~

J d , . .

...,

",.,

,/

. . . . " : ;

~ ~

1 ~ " : _ , ~ , . . f 1 ; "

1 4 1 \ \ ,

. / - / / t ~ ;

~ ~ { ~ . ~ ~

~,

~~-~"

f

~ ? : ,

~ " ~ . - ~ "

-

I : . . ,

\ " "

".

~

\

J

:

, . . . .

.

:

-

--

~ - - -

~

"

IF

j

.;a.",

~ " " . \

~

~....

: . 1 0 .

~~ Y"

j l..."

.r

f

~

"

iiii:

.....

I

1Ii

.

[ " ,

>,

f.

, . ) 1

- r "

.

. ~ ,

".:

I

-

...

r ~ ,

1..

i l r U \ \

I

~

. . . .

\ 1 1 .

/.

. . ~ ~ ; . L . ~ ~ - ~

~~~ q.,

,_

_ . : . . .

~:(;~

..~,

L.;

..(.,

>;,

~

- 1

-,

. 4 J " " r " " " " " I - ; . ,

_.:::

-

: :

.

F

,~I

.

[

~

, . r ,..

, , - t

r."

A~

/f

.

-.,

-,~,,---~~~,

.,

I

"""""I""

.

-

~,. -

;"

:l~

~

. . . . _ . .

. - . ~

,.

. . . .

.""

\~ t

) ~ ~ i - k - \ ; I -

~

" , . " " . /

; / f ~ ~

~V;"~

-

. .

-

."

,

)

~}

Jt.

; . . . . . . . . . . . - ,

-

.

i

~ ,

l.

~ . : . . ~ i . } , f ,

It

-,l";

"f

"~J

-~

.

V

l ( t t .

~ ~ - i ) ~ - ~ ~ ~

I.

I,

,I

: - # ~ ~ ] ; " . /

~I

: 1

,lot

-

.~~

~

i

" r . ~

~,

f

t

/~I,

I

j,

.

ll

~

I

I

J t . . } i J . 7 . ~ . ; f # : : "

,I

II

,.

....

..

,~"..

"

~,

,,"

L

" " ,

\,

.

.

~I

( , , ; . . ~

~,~

H."

< . ; J - , ~ /

.

./

/ "

r"

; : : : = " i . : "

:

."."

.

~

c

_ ~ J .

J"

~ 1 . . ,

. , .

",

~

--

t ; : . ,

. . . t : ; . - =

-:-(.

I

"j

,i

- r - : . . , - - -

-

-

-

--

-

-

" " = t t - - - - - - - I -

__

,

-

",~,,;,

: ~ e - =

- - = - m - ; - . ,

C ; : ~ .

~ - - - - - : ~ V

~ ; t i ) S =

1100 0.50

~I~I

270

I

7,00

I t ]

: - : . r ~

-.

l

_#:

c,J

t

~

..

, , : , .

I t .

w . , # f :

,

1 l I . . 1 .

. . . t I ~ . , .

. . . . : ~ J

..r

" ~ r c

..

4

,

>

- . . . 1

.

SWEPT PATH

KEY

oc,

,~r.

,~

~ . ~ ~

~ ~ " ".

....

...A

VEHICLE

CENTRE

LINE

VEHICLE TYRE PATH

VEHICLE BODY PATH

2.60

6.20

5.00

ARTICULATED BUS

19M

metres

300mm CLEARANCE

FROM VEHICLE

BODY

Width

Track

:

2,50

:

2.50

Lock to Lock Time

Steering Angle

Articulo

t i n g Angle

:

6.0

:

26.5

70.0

ASSUMED

SPEED

10km/h

-:

:..

," ,~~

,i,

~

~ ~ ~ ~ . . . ~ ~ ; ; . ,

~

-;

- I l . . : : . ~~,

7

I

").

--=-

, = " J

-

...-::;

: ; : : : s

~

"

~--~

~

z

o

~

7

\

~

DATE:

SCALE:

,.

~

@

~

126 GREVILLE

T.

CHATSWOOD WEST

19mARTICULATED BUSSWEPTPATHASSESSMENT

STA BUSACCESSING BUS

STOP

02,10,2014 1

:250@A3

o

2.5

5 7.5

~

E


Sydney

028448 800

Brisbane

0731135000

Canberra 0262639400

Adelaide 08

334 600

PRELIMINARY

PLAN


ML 14S

1526000-03-06-P3

06

OF 07


29/33

,

I

7.00

I t ]

:~~,

l

_ I .

c.J

t

~

, : . . .

1 . 1 .

1 t -

klf:,

I l l . .

I.

. . .

t I ~ . , .

. . . . . . \ f : j

..r

" ~ - , c

..

4

.

>

- , . 1

.

~ I

1100 0.50

~I

6.20 270

1C ,

,~r.

.~

_

~

I ,

-z

l , l , > ~

~ ~ : : : : ; .

SWEPT PATH

KEY

~

,

~

2.60 5.00

VEHICLE

CENTRE

LINE

EHICLE TYRE PATH

VEHICLE BODY PATH

300mm CLEARANCE

FROM VEHICLE

BODY

ASSUMED

SPEED

10km/h

,~

,

ARTICULATED BUS

19M

metres

Width

:

2.50

Trock

:

2.50

Lock to Lock Time

Steering Angle

Articulo

t i n g Angle

:

6.0

:

26.5

70.0

-:

,

~

~ t . ;

,"

i

J

1,

,.

.

l ~ j " : I , ; .

~

.

r ,

~

, ~ ~~Lf~..;

l ~ ~

...

...

-

"

.

-

~ . , .

- . -

.

~~..

:?

" , . , 1

.I~,

~"..

l t l

: - t J

.

I o . ~ . ; ,

~ . , ~ ~ ~ ~ ~ I . l , ~

~~

;;

.

" 1 1

.

: : = : : : : : : : = - ~

1.

-:14WI

. . . . . .

,...

.

C"-

- 1 ;

;

.

~,~./:

,

.

...

,. \

Y:.

,I

~ ~

.

-

~r-

.

~

", .

J " " l

;..

J

1 " , 1

--=

~

~

L

~1.

.

~~

_

~

r

~

.~/~

..

_---------...:.-.:...--~

_--,.

~~...

/~

-

r

~ 7 : ~ . . J

~

_

~~

J ~ ~ k

~~.

.

~ ~ ~ ( ~ ~ .

r"L/~:"

; ; ~ / . ; ~ .

J

~ . < :

; ~ ; . - . ~ : . . " P l : -

, ~ ~ , ~ : : ~ : o ~

I

f" 1

; . ~ .

" 1

";ff

~

.:

.

J . . . :

~ ~

,

r t i , ~

r ~ ~ : t . . :

.""l

.

~/"

/h

. 4 .

~J

. .

"

~

\

~

It -:

r t . ;

~ : - < ~ . - - ~ . . " . ~

..

(

. : i i . I ~

, : 1 "

,:.

,:,,,,

~

....

--.....

\.

,

J

i..

/.\.

","

. 1 - -

. i . .

.

"r

~

~_~

1 1 I."

~Z

.

, - - " " , , \ 1

~.~

r

~~.~~

~

,/~

~

~~~I

...

1~\tI"

.

_

...--

.,,~

)

}

~

.,

I ~ f ~ \

~

..

l

,T

t , - : ; - . 1 ~ " J~1.

-..,

,

.

,

, " . I ~ r , ;

~

. ( _ r o - , ? 1 l ~ t . .

l . . ~ 1 1

. ; /

;.~~.~?~

~

\ l . ~ :

" f

. ~ I ? : ,

, ~ " " ~ "

I~

~ ~ j . " , .

._~

.~.

t

, r " .

~

~ _ _

< I

,

1

:

~

~

, ;

l ~

~ ,

~

. : _ ~ ~ I \ , ~ ~ \

, t / ~

~

, ~

J ~ ~

/f

.

1 ; ; ; ? 1 = ~ ~ _ ; ~ ~ ~ ~ ,

~

~ ~ ~ :

-

I ~

~

~~~

- " ~ f " . : ( ~ ;

:~

" ~ . . I . .

. I

V

l(tt

i

-~t

_ ) - - i i l :

i P k - ~

I

; / , J " "

~V/

.~ ..

-

.

,

) 1 1

Jt.

. . . . . . . .

...,-

/~I.

~-l.;"

.

.

~ 1 . . . J l l ~ ~ ~ ~ : - - , J . I ~ ~

/_

/,

t t J - : -

: ~ j

./

~ ~

1 : "

~_.

loc\,,

;)o~~~

.iL

"

.

@

.

-:--6"

I~L

1.~1~-rr.-

l

II

r

r

r

, ~

",,,,

~I

t . . - ~ - - ~ . , " ~ r t : < : : . ~ . / .

/ o f J

. . r l , _ _ . : ; I - " ~ . i ~ .

-

-~

-,.

- . .

. . . . . " "

-.,

_~

I I . . .

: ; . . . - -:-(

~,

- 1 " " " - : - -

~

~

_ . j . t - : . = . ; , ~ , . < ~

~o

" ~ . - ~

~ ~ - ~ . - ~

r

- : ~ _ -

. * /"..

. / :

" J ,

, : ~ ~ t ) - ~ : " - - - - - ~ - 7 1 - - - : ~ - - - - - - ~ - - ~ - - -

r

I F _ J r

..

\".;

t . .

~~

~~

~

.

...

, .

j ~

/.

/

.

. .

,

- 4 : r , . " . : ~ ,

~~R ~~.

, . _ : ~ . ;

,.

~.

/

.

/

"

.~

_.---------

=:.._______~_=

Documents

Scientology North Sydney AO Project Traffic Study