6 Traffic Assessment - City of Yarra · 6 Traffic Assessment 6.1 Traffic Generation ... To .04o No. 377 s No Stop.. wont so 9•5140 Popping 0. Iwo 10.44. wortputi 1 F S Dagul

6 Traffic Assessment

6.1 Traffic Generation

In consideration of the locality of the site and good level of accessibility to public transport, it is estimated that the residential component of the development will generate traffic at a rate of 3 vehicle movements per apartment with a parking space per day or 0.3 trips per apartment per hour during peak hours.

The majority of the traffic generated by the residential development during the morning peak period will be residents departing the subject site (80 percent out and 20 percent in) and the majority of the traffic during the evening peak period will be residents arriving to the subject site (40 percent out and 60 percent in).

The application of the above rates to the 82 apartments that will be provided with car parking generates an expected level of traffic generation as per Table 6.1 below:

Table 6.1: Residential Traffic Generation

AM Peak PM Peak

Arriving trips: 5 15

Departing trips: 20 10

Total trips: 25 25

6.2 Traffic Distribution

The level of additional traffic generated by the proposed development will flow directly onto Hodgson Street. Based on site observations, the surrounding road network has the ability to accommodate the expected increase in traffic volume (in the order of 25 vehicle movements in AM and PM peak hours) associated with the proposed development. Further, Given that all vehicles will able to exit the site in a forward direction onto Hodgson Street, it is expected that the development will not create any traffic safety or operational concerns.

ratio MENU 250 Gore Street & 221 Moor Street, Fitzroy — Traffic Assessment Report 24

7 Conclusion Based on the analysis and discussions presented within this report, the following conclusions are made.

■ The proposed development generates a statutory requirement of 118 parking spaces.

■ The provision of 83 spaces for residents requires a reduction of 16 spaces against the statutory requirements. 16 apartments will be sold without a parking space on-site which represents 18% of the one bedroom apartments proposed and is much less than the 42% of one-bedroom apartments in the area that do not own a vehicle. Parking is heavily restricted on the surrounding streets, which will assist in ensuring that those that purchase an apartment without a parking space do not park on-street instead.

■ No parking is provided on-site for visitors. Visitors are expected to generate a demand of 7 spaces during weekdays and up to 12 spaces during weeknights and on weekends when their demands are at their peak. Parking surveys indicate that there is sufficient capacity within the surrounding on-street supply to cater for this demand and is considered an appropriate arrangement in this location.

■ The use of car stackers is considered to be acceptable and has been independently assessed by Klaus Multiparking.

■ The provision of bicycle parking satisfies the Planning Scheme requirements for residents. The Applicant also proposes to provide funding to Council towards the installation of bicycle parking rails to be installed on the footpath in the vicinity of the site, which will cater for the bicycle parking needs of customers and visitors to the site.

■ The subject site has excellent access to a range of facilities and services that will reduce individuals' dependence on private motor vehicle ownership and travel.

■ Up to 25 vehicular trips per hour will be generated along Hodgson Street during AM and PM peak periods by the proposed development. Traffic will be dispersed onto the surrounding road network, which has the capacity to accommodate the additional traffic volumes in a safe and satisfactory manner.

■ Waste and recyclables collections are to be performed by a private contractor as specified in the Waste Management Plan prepared by Leigh Design.

Overall, the proposed development is not expected to create adverse traffic or parking impacts in the precinct.

ratio NNE. 250 Gore Street & 221 Moor Street. Fitzroy - Traffic Assessment Report 25

APPENDIX A

Survey Results

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FIGURE 22 Project : 12116 June 2014

PARKING SURVEY AREAS

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Pricing Occupancy Survey

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PUBLIC CAPACITY 353 353 353 363 355 346 335

PUBLIC OCCUPANOES II1 204 211 ao 176 105 150

PUBLIC VACANCIES 172 150 142 162 180 183 190

PUBLIC X OCCUPANCIES 61% NI% 20% 67% 48% 411%

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Rata Consultants

APPENDIX B

Swept Path Assessment

Access

Critical Spaces

Small Car Space locations

Waste Collection

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JOInm CLEARANCE LORIVAR12)

VEHICLE ENVELOPE (REVERSE)

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300mm CLEARANCE (REVERSE) 0.95 3.05

NOTE: 1) Base Plan Supplied by Hoyball Architects on 20-08-2014 2) Maximum Design Speed 10km/h

Overall Length 5.200m Overall Width 1.940m Overall Body Height 2.200m Min Body Ground Clearance 0.312m Track Width 1.840m Lock to Lock Time 4.00 sec Curb to Curb Turning Radius 6.250m

Stop- ■ 40. 440. 4**.-.• 0 #

ratio RATIO CONSULTANTS PTY LTD

ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD

RICHMOND. VICTORIA 3121

FACSIMILE ( 03) 9429 3011

TELEPHONE ( 03) 9429 3111

Fitzroy Residential Development 250 Gore Street / 221 Moor Street Ramp Passing — B99+B85 Together

OUR REF SHEET No. SCALE DATE 12116AT/BY AT (1) 1:150444 20/08/2014

3'." 3fir .3* . 31.1?, it

341' 3111. 3

331 301 3,t

1 CAR STACKER

NOTE: 1) Base Plan Supplied by Hayball Architects on 20-08-2014 2) Maximum Design Speed 10km/h

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• ratio

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300mrs CLEARANCE (FORWARD)

WHIM ENVELOPE (REVERSE)

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4 91

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RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALM FIRST FLOOR 649 BRIDGE ROAD

RICHMOND, VICTORIA 3121

FACSIMILE ( 03) 9429 3011 TELEPHONE ( 03) 9429 3111

Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Entry

OUR REF SHEET No. SCALE DATE 12116AT/BY AT (2) 1:150(§A4 20/08/2014

J J

3‘m

1:14 GRADIENT

RAMP

3WV 3A1

600 L 600 L 600 L

600 L 600L 600L 8 3 3M,'

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CAR STACKER

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SERVICES

69 STORES

83 CARPARKS

26 BIKE RACKS

30,000L RAIN WATER TANK BELOW STORAGE ROOM

CAR STACKER SYSTEM C

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2700

1 BED 01

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192 / 2.8


RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK FIRST FLOOR 649 BRIDGE ROAD


FACSIMILE ( 03) 9429 3011

TELEPHONE ; 03) 9429 3111

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ratio

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30Ornm CLEARANCE Lanus) VEHICLE ENVELOPE (REVERSE)

300mm CLEARANCE EVERSE)

4.910m 1.870m 1.421m 0.1b9m 1.770m 4.00 sec 5.750m

Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Egress

OUR REF

SHEET No. SCALE

DATE 12116AT/BY

AT (3)

1:150@A4

20/08/2014

s.0J p9.0

-0 1A\

U /

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CAR STACKER SYSTEM B !mu

BASEMENT CAR PARK

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83 CARPARKS

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JOSTA 2-TIER

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(16)

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ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK• FIRST FLOOR 649 BRIDGE ROAD

RICHMOND, VICTORIA 3121

FACSIMILE 03) A429 3011

TELEPHONE ( 03) 9429 31' I

B35 Vehicle ( Typical Small Car) 4.45 VEHICLE ENVELOPE (FORWARD)

300nim CLEARANCE LORWARDi


30Ornm CLEARANCE (REVERS

4.450m 1.700m 1.486m 0.248m 1.700m 4.00 sec 5.250m

0.9 2.65 Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius


CAR STACKER SYSTEM C //

= III Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street End Space Ingress (Small Car)

OUR REF SHEET No. SCALE DATE 12116A-1/BY AT (4) 1:150@A4 20/08/2014

411

SERVICES

1 I.

1 BED 01

47.O m'

600 L 600 L 600 L 600 L

WASTE

600 L 600 L 600 L.

PO°

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11

/

AR STACKER SYSTEM A

BASEMENT CAR PARK

69 STORES

83 CARPARKS

26 BIKE RACKS


1:14 GRADIENT

RAMP

1:14 GRADIENT

RAMP

\ \

NOTE:

1) Base Plan Supplied by HaybaII Architects on 20-08-2014

2) Maximum Design Speed 10km/h

CAR STACKER SYSTEM B CAR STACKER

-

SYSTEM C II

JOSTA TIER

PROPER/ ADUNDAY,

E

\.• 4°4-

BICYCLE RACKS.

(16)

ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD


FACSIMILE 03) 9429 3011 TELEPHONE r 03) 942931'1

B35 Vehicle ( Typical Small Car) 4.45 VEHICLE MUCK (FORWARD) Fitzroy Residential Development — Swept

250 Gore Street / 221 Moor Street

End Space Egress (Small Car)

Paths

300mm aF.Annicx (L-CfM4(1)1


300inm ellARMICE iRENTRT 4.450m 1.700m 1.486m 0.248m 1.700m 4.00 sec 5.250m

0.9 2.65 Overal Length Overal Width Overal Body Height Min Body Ground Clearance Track Width Lock to Lock Time Curb to Curb Turning Radius

OUR REF 12116AT/BY

SHEET No. AT (5)

SCALE 1:150@A4

DATE 20/08/2014

69 STORES

83 CARPARKS

26 BIKE RACKS


CKER SYSTEM A

BASEMENT CAR PARK

nEn

1:14 GRADIENT

RAMP


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.n)

. 01 600 L 600 L 600 L Vr1

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VENUE ENVELOPE (FORWARD)

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Mem CLEARANCE (REVERSE)

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4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.75Dm

/

J

NOTE:

1) Base Plan Supplied by HaybaII Architects on 20-08-2014

2) Maximum Design Speed 10km/h

PRCPFR1 9:1040A,.

Fitzroy Residential Development — Swept Paths

4 1

250 Gore Street / 221 Moor Street Standard Space Entry

OUR REF SHEET No. SCALE DATE 12116AT/BY AT (6) 1:150@A4 20/08/2014 ratio

ICI."---■IV24:•.-f VP. AO' -410111. 1110■:-.4111■ 411a■

1401. RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BR1DGC ROAD

RICHMOND VICTORIA 312'

I ACSIM1LE ( 03) 9429 3011

TELEPHONE ' 03) 9429 3r 1

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3

7

34-1' 3,m

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1 BED

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PROPER1 SOUND*

ratio RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD


FACSIMILE ( 03) 9429 3011

TE.EPHONE ( 03; 942931 .̀ 1


600 L 600 L 600 L 600 L

WASTE

600 L 600 L 600 L

3

69 STORES

83 CARPARKS 1:14 1:14 BASEMENT 26 BIKE RACKS GRADIENT GRADIENT CAR PARK

10F.P..: 30,000L RAIN WATER / I

9 TANK BELOW STORAGE ROOM RAMP RAMP

STACKER SYSTEM B



■

JOSTA 2-TIER

BICYCLE RACKS

(16)

VEHICLE ENVELOPE (FORWARD)

300mm CLEARANCE LORWARI3)


300mrn CLEARANCE IEVERSE)

4.910m 1.870m 1.421m 0.159m 1.770m 4.00 sec 5.750m

Fitzroy Residential Development — Swept Paths 250 Gore Street / 221 Moor Street Standard Space Egress

OUR REF SHEET No. SCALE DATE

12116AT/BY AT (7) 1:150@A4 20/08/2014

3

3,Pa'

-70:-••■ '4144,111■ ..qe" ■411k.

4 91

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1. 13

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H 1111

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MOOR STRFFT

Fitzroy Residential Development 250 Gore Street / 221 Moor Street Identification of Small Car Spaces

OUR REF SHEET No. SCALE DATE 12116AT/BY AT (8) 1:300@A4 20/08/2014


01

- -7

406.414/10401b.:741.400.44.44#■7

-at 4111.

14IPP' RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVERWALK' FIRST FLOOR 649 BRIDGE ROAD RICHMOND. VICTORIA 3' 21

FACSIMILE ;03) 9429 3011

TELERHONE ( 03) 9429 31 1 rat' o

01 N N

CAR STACKER SYSTEM B

2500

1P CAR STACKER SYSTEM A

SHEET No. AT (1)

OUR REF 12116AT—Waste

512001 - 1250012116 250 Gore 5Pael a 771 Nov Sreet. FtwoylRe510ent1610avelarmen0Sweot Patre11(114(38-2017116A--waste 0%.9

I RED 1 BED

c.o7 52.5 m,

NOTE: 1) Base Plan Supplied by Hayball Architects on 20/08/2014 2) Maximum Design Speed 10km/h

Fitzroy Residential Development 250 Gore Street / 221 Moor Street Waste truck turnaround

ratio

46- .416

■ 40. is, .46, .4%;;4• 4W

10010■

FACSIMILE ( 03) 9429 30.1

TELEPHONE (03) 9429 3,

RATIO CONSULTANTS PTY LTD ACN 005 422 104 'RIVE RWAt II FIRST FLOOR 649 BRIDGF ROAD


Waste Wise Truck

6345 11:111CLE ENVELOPE (FORWARD)

300mm CLEARNICE (FORWARD)

VEHICLE B1f.L0PE (REVERSE)

300mm CLEARANCE (REVERSE)

Overal Longa, Overal Width Overal Body Hetht Mln Body Ground Clearance Track Wk1th Lock to Lock Time Curb to Curb Turning Radius

6.345m 2.330m 2.080m 0205m 2.330m 4.00 sec 7.100m

SCALE 1: 150@A4

DATE 20/08/2014

APPENDIX C

Klaus Trendvario 4000 and 4300 Car Stacker Specifications

ratio MIEN

Page 1 Section Dimensions Car data

Page 2 Width dimensions

Page 3 Width dimensions Approach Free spaces

Page 4 Function Load plan

Page 5

Rails

Page 6 Electrical installation

Technical data

KZ Al a multiparking

Free space

Lo ,/ UF (upper floor)

KLAUS Multiparking GmbH Hermann-Krum-Strane 2 D-88319 Aitrach

Fon +49 (0) 75 65 5 08-0 Fax +49 (0) 75 65 5 08-88

[email protected] www.multiparking.com

t354 5t Free space

at rn as o.

Det

ail d

oors

•

a)

2

GF (ground floor)

Grounding 6

125 4 300 4 Rail system •

s 560+8 for vehicle up to 5.00 m = 16'4" lone: Page 5

(580 -1 for vehicle up to 5.20 m = 17' lop)

40 30

Page 7

To be peiroi - ined by the customer

Description

Page 8

Description

4000-160

car height UF GF

150 150

4000-185

car height , height „ UF GF

, 345 „ 150 165

4000-210

4000-180

• O

car height height UF GF

370 170 170 ,

-1M11111.1111

car height

, height „ UF GF

380 175 175 ,

11

car height UF GF 0

175 200 , height 405

Combination 4200 with 4000 Combination 4100 with 4000

560 (580) .-550 (570)

11

car height GF EG

205 205

(-550 (570) l 560 (580)

height 440

height 330

PRODUCT DATA

trendvarioemoo

2000 kg 1 / 2600 kg.

Loadable up to 2600 kg!

Single parking spaces can also be upgraded to handle heavier loads at a later date!

Dimensions

Tolerances for space requirements -it • Dimensions in cm.

Number of 4- rkin • s • aces

Min. 3 to max. 19 vehicles.

Suitable for

Standard passenger cars: Limousine, station wagon, SUV, van according to clearance and maximal surface load.

, Standard „ Special 0, width 190 cm • t , 190 cm • ,

weight , max. 2000 kg, imax. 2600 kg,

,wheel load, , max. 500 kg, , max. 650 kg,

Clearance profile

160

Tre

ndV

ario

4000 I C

ode

num

ber 5

85.8

4.71

0-00

2 I V

ersio

• Standard type • Special system: maximum load for extra charge. • To follow the minimum finished dimensions, make sure

to consider the tolerances according to VOB, part C (DIN 18330 and 18331) and the DIN 18202.

• Car width for platform width 230 cm. If wider platforms are used it is also possible to park wider cars.

• If height H is larger, vehicles with the maximum height as applicable for the GF can be parked on the UF, otherwise there will be free space available on the ceiling.

• Potential equalization from foundation grounding connection to system (provided by the customer).

• Tolerances for the evenness of the carriageway (floor) must be strictly complied with in accordance with DIN (=German Industrial Standard) No. 18202, chart 3, line 3.

• On the standard version without door, a 10 cm wide yellow-black markings compliant to ISO 3864must be applied by the customer to the edge of the platform in the access area to mark the danger zone in compliance with DIN EN 14 010 (see Width Dimensions on page 2).

• For convenient use of your parking space and due to the fact that the cars keep becoming longer we recommend a pit length of 580 cm.

If sprinklers are required make sure to provide the necessary free spaces during the planning stage.

TrendVario 4000 I Code number 585.84.710-0021 Version 11.2012

Page 2 of 8

Lowering of the platforms: via hold-to-run-device, lifting and shifting of the platforms: automatically.

Columns every second grid unit

- —1-- -r ' RB ' RB ' RB ' RB ' 10

i—(B4) t. B3 B4 r no. of grids x RB + 20

usable platform width , UF GF „ RAO

230 220250 240 230 ' 250 240 '

260 250 ' ,280 560 540 270 260 ,

B3 B4 500 480

260 520 500 270 540 520

290 580 560

(B4) B3 B4 no. of grids x RB + 20

usable platform width OF GF 230 220 240 230 250 240 260 250 270 260

RBI) B3 250 500 260 520 270 540 280 560 290 580

65 480 500 520 540 560

RB 1 RB I RB I RB

10

or

4—(B4) B3 tt B4 no. of grids x RB + 20

usable platform width OF GF 230 220 240 230 250 240 260 250 270 260

RE. B3 250 500 260 520 270, r 540 , 280 560 290 580

Columns eve second grid unit

RB 1 RB 1 RB

10

1 20

Columns every second grid unit

134 480 500 520 540 560

Columns • - r each • lid unit

1 ----1--

t 10 t

RB ' RB RB ;

Columns • er each • rid unit

7-- RB ' RB i RB RB

10

-rr

tI 11) 4-032)

B1 B2-4. no. of grids x RB + 20

usable platform width UF GF RBIll B1 230 220 250 250 240 230 260 260 250 240 270 270 250 260 250 280 280 260 270 260

Columns • - r each grid unit

Not available!

c.) c co 7?

:4, usable platform width ki -..

UF GF , RBI B3 B4 .5 5 0) 230 220 250 500 480 co ›.. II' 3 240 230 260 520 500 0 To

a) (-) 250 240 270 540 520 .5 2 260 250 280 560 L sao -c ----i 270 260 zoo sso soo 0 -§I

Columns per each grid unit

B2 230 240

290 290 270

4—(B4) B3

B4 no. of grids x RB + 20

.es

Without door

4

560 (580) —4 , Type , H H1 H2 4000-160 330 150 210 4000-175 345 165 210 4000-180 370 170 210 4000-185 380 175 210 4000-210 405 200 220 4000-215 440 205 225

Columns per each grid unit

t 10

RB ' RB RB Marking •

-(B2)-41 20

B1 B24 no. of grids x RB + 20

usable platform width UF GF 111391,E11, 230 220 250 250 240 230 250 240 260 250 270 260 , 290 290

Page 1 Section

Diinensions

Cai data

---- -

Page 2 Width dimensions

Page 3

Width dimensions Approach

Free spaces

Page 4

Function Load Olar.

260 260 270 270 280 280

B2 230 240 250 260 270

!Page

Pails

Lowering, lifting and shifting of the platforms: automatically.

Page E,

Electrical !installation

Technical data

!Page 7

To be perloi 'crieil by tho icustomei

Descriptor,

Page 8

Desci linos

Sildin • door behind columns

2513 1

•

0

4— 560 (580) —4 , Type , H H1 H2 4000-160 330 150 210 4000-175 345 165 210 4000-180 370 170 210 4000-185 380 175 210 4000-210 405 200 220 4000-215 440 205 225

Sliding door between columns

4— 560 (580) Type H H1 H2

4000-160 330 , 150 220 , 4000-175 345 165 220 4000-180 370 170 220 4000-185 380 175 220 4000-210 405 200 230 4000-215 440 205 235

Sliding door in front of columns

4— 560 (580) —4

Type , H H1 H2 H3 4000-160 330 150 210 2201 4000-175 345 165 210 220 4000-180 370 L 170 210 220 4000-185 380 175 210 220 4000-210 405 200 220 230 4000-215 440 205 225 235

B1 B2-4 2

no. of grids x RB + 20 a 12 ?„

usable platform width § .c5 co 'IT,

UF GF „ RBI, B1 B2 C.3 230 220 , 250 250 230

1

>.0) os E

i

240 230 260 260 240 3 Tr, 250 240 270 270 250 §,g 260 250 280 280 260 z 270 260 290 290 270 0

, co.

O

For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm. Please consider adjoining grids. Problems may occur if smaller platform widths are used (depending on car type, access and individual driving behaviour and capability).

For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).

H1 = Heigth of the vehicle on ground floor platform.

RB = Grid unit width must strictly conform to dimensions quoted!

12 Marking compliant to ISO 3864 (colors used in this illustration are not ISO 3864 compliant) 13 Only applies to manually operated doors. The electrically driven doors must have 35 cm.

41100 or 4200 or 4300

: ::

I 4000

I

operating device

• H1 = Heigth of the vehicle on ground floor platform.

• RB = Grid unit width must strictly conform to dimensions quoted!

For 3 rows max. 4 grids

4100 or 4200 or 4300

1 4000 1

40100

For 2 rows max. 6 grids

operating device

Page 7

To be perloi-rned by the customer

Description

Page 8

Description

10 RB• RB RB RB Longitudinal free space

Upper floor

Ground floor Entrance level

■ 2(4

Empty space

TrendVario 4000 I Code number 585.84.710-002 I Version 11.2012

Page 3 of 8

Page 1

Section

Dimensions

Cat data

Page 2

Width dimensions

Page 3 Width dimensions Appioach Free spaces

Page 4

Function

Load plan

Page 5

Rails

Page 6

Electrical installation

Technical data

Roll door behind columns

t 120 20 20 i 20 B5 B5—.

no. of grids x RB + 20

roll door , Type , H H1 H2 , height , 4000-160 330 150 210 263

, 4000-175 , 345 165 210 263 4000-180 370 170 210 263 4000-185 380 175 210 263 4000-210 405 200 220 300 4000-215 440 205 225 300

For parking boxes on the edges and boxes with intermediate walls we recommend our maximum platform width of 270 cm. Please consider adjoining grids. Problems may occur if smaller platform widths are used (depending on car type, access and individual driving behaviour and capability).

For larger limousines and SUV wider driveways are necessary (in particular on the boxes on the sides due to the missing manoeuvring radius).

Columns r each grid unit

1545

560 (580) 4

usable platform width UF B5 GF RBO

, 230 220 250 230 240 230 260 240 250 240 270 250 260 250 280 260 270 260 290 270

RB RB RB T

t t 10 '

—IL `8

8 2

•g ›,en co 112 3 — at a gq3

maximum

maximum descending

ascending slope 3 %

slope 5 %

0 The illustrated maximum approach angles must not be exceeded. Incorrect approach angles will cause serious maneouvring & positioning problems on the parking system for which the local agency of KLAUS Multiparking accepts no responsibility.

• RB = Grid unit width must strictly conform to dimensions quoted!

Documents

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