Post on 08-May-2018
Traffic Assessment 47-48 Loftus Crescent & 12-18 Bridge Road Homebush
Proposed Residential Development
George Saade
© 2016 - TTM Consulting Pty Ltd ABN 65 010 868 621
Level 5, Suite 501, 174 Pacific Highway, Greenwich. PO Box 5238 Greenwich NSW 2065
Revision Record
No. Author Reviewed/Approved Description Date
0. Kirk Martinez Calum Hutcheson Rev 00 10.04.2017
1.
2.
3.
4.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
2
Contents
1 Introduction ................................................................................................................................................. 4
1.1. Scope ............................................................................................................................................ 4
2. Existing Transport Network and Traffic Situation ......................................................................................... 5
2.1. Site Location ................................................................................................................................. 5
2.2. Road Network............................................................................................................................... 5
2.3. Assessment of Existing Travel Options ......................................................................................... 7
2.3.1. Public Transport ............................................................................................................... 7
2.3.2. Walking and Cycling Infrastructure .................................................................................. 9
3. Proposed Development ............................................................................................................................. 12
3.1. Development Profile .................................................................................................................. 12
3.2. Car parking Requirements .......................................................................................................... 12
3.2.1. Council Parking Supply Requirements ............................................................................ 12
3.2.2. RMS Parking Requirements ............................................................................................ 13
3.3. Bicycle Parking Spaces ................................................................................................................ 14
3.4. Motorcycle Parking Spaces ......................................................................................................... 14
3.5. Car Park Layout .......................................................................................................................... 14
3.6. Accessible Bays ........................................................................................................................... 15
3.7. Access Driveway ......................................................................................................................... 16
3.8. Service Vehicle ........................................................................................................................... 17
4. Impact of Proposed Development ............................................................................................................. 18
5. Conclusions ................................................................................................................................................ 19
5.1. Development Access .................................................................................................................. 19
5.2. Car parking Arrangements ......................................................................................................... 19
5.3. Impact on Surrounding Road Network ....................................................................................... 19
5.4. Service Vehicle Arrangements .................................................................................................... 19
5.5. Public Transport and Bicycle / Pedestrian Facilities ................................................................... 19
5.6. Conclusion .................................................................................................................................. 19
Appendix A Proposed Site Plan ...................................................................................................................... 20
Appendix B Service Vehicle Swept Paths ........................................................................................................ 21
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
3
Table Index
Table 2-1: Road Characteristics .......................................................................................................................... 6
Table 3-1: Councils Parking Requirements ....................................................................................................... 12
Table 3-2: Proposed Development Car Parking Supply (Council Rates) ........................................................... 13
Table 3-3: RMS Parking Requirements ............................................................................................................. 13
Table 3-4: Propose Development Car Parking Supply (RMS Rates) .................................................................. 14
Table 3-5: Parking Design Requirement ........................................................................................................... 15
Table 4-1: RMS Traffic Generation Rates ......................................................................................................... 18
Figure Index
Figure 2-1: Site location ..................................................................................................................................... 5
Figure 2-2: Roundabout Locations ..................................................................................................................... 6
Figure 2-3: Walking Distance to Homebush Railway Station ............................................................................. 7
Figure 2-4: Walking Distance to Flemington Railway Station ............................................................................. 8
Figure 2-5: Bus Stop Locations ........................................................................................................................... 9
Figure 2-6: Existing Pedestrian footpaths .......................................................................................................... 9
Figure 2-7: Council Cycle Network Map ........................................................................................................... 10
Figure 2-8: RMS Cycle Network........................................................................................................................ 11
Figure 3-1: Accessible Parking Bay ................................................................................................................... 16
Figure 3-2: Typical Vehicle used for Waste Collection ..................................................................................... 17
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
4
1 Introduction
TTM Consulting was engaged by George Saade to prepare a traffic engineering report investigating a
proposed residential development at 47-48 Loftus Crescent and 12-18 Bridge Road Homebush. It is
understood that a development application will be lodged with Strathfield Council.
1.1. Scope
This report investigates the transport aspects associated with the proposed development. The scope
investigated includes:
• Parking supply required to cater for development demand.
• Parking layout to provide efficient and safe internal manoeuvring.
• Identification of likely traffic volumes and traffic distribution from the future development.
• Identification of likely traffic impact of development on the public road network.
• Access configuration to provide efficient and safe manoeuvring between the site and the public road
network.
• Access to suitable levels of public transport.
The development plans have been assessed against the following:
• Strathfield Development Control Plan (DCP) 2005.
• Strathfield Local Environmental Plan (LEP) 2012.
• Australian Standard (AS 2890).
• RTA (RMS) Guide to Traffic Generating Developments.
• RMS Guide to Traffic Generating Development – Technical Direction TDT2013/04a.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
5
2. Existing Transport Network and Traffic Situation
2.1. Site Location
The site is located at 47-48 Loftus Crescent and 12-18 Bridge Road Homebush (see Figure 2-1).
Figure 2-1: Site location
2.2. Road Network
The subject site has street frontages to Loftus Crescent and Bridge Road. These roads and the other roads in
the vicinity of the site are maintained and controlled by Strathfield Council with the exception of the
Parramatta Road. The road characteristics are shown in Table 2-1.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
6
Table 2-1: Road Characteristics
Road Speed Limit Lanes Road Authority
Loftus Crescent 50kph 2 (undivided plus parking) Council
Bridge Street 50kph 2 (undivided plus parking) Council
Subway Lane 50kph 2 (undivided) Council
Crane Street 50kph 2 (undivided, plus parking) Council
Parramatta Road 60kph 2 (undivided, plus parking) RMS
A roundabout is located at the intersection of The Crescent and Bridge Road. Other intersections in the
immediate vicinity of the site are priority controlled.
Figure 2-2: Roundabout Locations
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
7
2.3. Assessment of Existing Travel Options
2.3.1. Public Transport
Homebush and Flemington Railway Stations service the Inner West and South Line on the Sydney Trains
Network. It is located within 850 metres of the subject site, as shown in Figure 2-3 and Figure 2-4.
Figure 2-3: Walking Distance to Homebush Railway Station
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
8
Figure 2-4: Walking Distance to Flemington Railway Station
Train services to and from the city operate approximately every 15 minutes.
Bus stops are located within 700 metres walking distance of the site on Parramatta Road and along The
Crescent near Homebush and Flemington Railway Stations (refer to Figure 2-5). These routes include:
• Buses stopping on Parramatta Road:
o Route 525 running from Parramatta to Burwood.
o Route 526 running from Rhodes to Burwood.
• Buses stopping on The Crescent:
o Route 408 running between Burwood, Strathfield, Homebush West, Flemington and Rookwood
Cemetery.
o Route N60 night ride bus service running from Town Hall to Fairfield.
o Route N61 night ride bus service running from Town Hall to Carlingford.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
9
Figure 2-5: Bus Stop Locations
2.3.2. Walking and Cycling Infrastructure
Formal pedestrian footpaths are located on Bridge Street, Loftus Crescent and the streets surrounding the
site, as shown in Figure 2-6.
Figure 2-6: Existing Pedestrian footpaths
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
10
Designated cycle routes are located within the vicinity of the site along Bridge Road, The Crescent,
Abbotsford Road, Mackenzie Street and other local roads.
The bike network maps from Council and the NSW Roads and Maritime Services (RMS) are shown in Figure
2-7 and Figure 2-8, respectively.
Figure 2-7: Council Cycle Network Map1
1 Source: Council Website (https://www.strathfield.nsw.gov.au/assets/Parks-and-Facilities-Maps/Cycleway-Map.pdf)
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
11
Figure 2-8: RMS Cycle Network2
2 Source: Transport Roads and Maritime Services Website (http://www.rms.nsw.gov.au/roads/bicycles/cyclewayfinder/index.html)
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
12
3. Proposed Development
3.1. Development Profile
The proposed development involves demolition of the existing residential building and construction of a
residential development with 70 units and 2 levels of basement car park.
The development proposal includes a total of 76 car parking spaces including 11 accessible bays and 5
motorcycle parking spaces. A car wash bay and 7 bicycle parking spaces are proposed in addition to the car
parking spaces.
3.2. Car parking Requirements
3.2.1. Council Parking Supply Requirements
Councils parking requirement for this type of development are identified in ‘Strathfield Council Development
Control Plan (DCP) – Part C Multi-Unit Housing’ is presented in Table 3-1.
Table 3-1: Councils Parking Requirements
Dwelling Size On-Site Parking Requirements (minimum)
1 bedroom dwelling 1 car parking space
2 bedroom dwelling 1.5 car parking spaces
3 or more bedroom dwelling 2 car parking spaces
On-site visitor parking 1 space for every 5 dwellings or part thereof.
Car wash bay For residential development of 10 or more dwellings a designated car washing bay shall be provided on the site.
Table 3-2 presents the parking requirements for compliance with the Councils DCP.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
13
Table 3-2: Proposed Development Car Parking Supply (Council Rates)
Number of bedrooms
Council Car Parking Rates Council Car Parking Requirements
Car Parking Provision
19 x one bedroom 1 car parking space per one bedroom dwelling
19.0 car parking spaces 76 Car Parking spaces
45 x two bedrooms 1.5 car parking space per two bedroom dwelling
67.5 car parking spaces
6 x three bedrooms 2 car parking space per three or more bedrooms dwelling
12.0 car parking spaces
Visitor Car parking spaces
Visitor Parking: 1 car parking space / 5 dwellings
14.0 car parking spaces
Car wash bay For residential development of 10 or more dwellings a designated car washing bay shall be provided on the site.
1 car wash bay
Total Car Parking spaces 133.5 (round up to 134) car parking spaces
From Table 3-2 it can be seen that the parking provision of 76 car parking spaces does not comply with
Councils DCP parking requirements. It is our opinion that the Council rates are excessive for high density
developments.
The NSW RMS has published parking rates for buildings with 20 or more dwellings which are more
appropriate. The site is located within 700 to 800 metres from Homebush and Flemington Railway Station
justifying further reductions in car parking requirements (refer to Section 3.2.2).
3.2.2. RMS Parking Requirements
The parking requirements specified in the ‘RMS (RTA) Guide to Traffic Generating Developments’ are
presented in Table 3-3.
Table 3-3: RMS Parking Requirements
Land use RMS Parking Rates
High Density Residential Flat Building 0.6 spaces per 1 bedroom unit
0.9 spaces per 2 bedrooms unit
1.4 spaces per 3 bedrooms unit
1 space per 5 units (visitor parking)
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
14
Table 3-4 presents the parking requirements for compliance with the RMS Guidelines.
Table 3-4: Propose Development Car Parking Supply (RMS Rates)
Number of bedrooms RMS Car Parking Rates RMS Car Parking Requirements
Car Parking Provision
19 x one bedroom 0.6 spaces per 1 bedroom unit 11.4 car parking spaces 76 Car Parking Spaces 45 x two bedrooms 0.9 spaces per 2 bedrooms unit 40.5 car parking spaces
6 x three bedrooms 1.4 spaces per 3 bedrooms unit 8.4 car parking spaces
Visitor Car parking spaces
1 space per 5 units (visitor parking)
14.0 car parking spaces
Total Car Parking Spaces 74.3 (round up to 75) car parking spaces
Note: 1 car wash bay has been provided to comply with Council DCP requirements.
76 car parking spaces are provided on-site, thus complying with the requirements of the RMS guidelines. The
parking provision is satisfactory.
One parking space has been allocated to be a car wash bay and 14 parking spaces will be allocated to visitors.
The remaining car parking spaces will be allocated to the residents.
3.3. Bicycle Parking Spaces
Strathfield DCP 2005 does not specify bicycle parking rates for multiple unit housing. However, it states that
‘Suitable facilities for accommodating bicycle parking in all residential flat building’.
The development proposes to provide 7 bicycle storage spaces located over basement level one and
basement level two. This is equivalent to approximately one bicycle storage spaces per 10 units.
The provision of 7 bicycle parking spaces is suitable for this development.
3.4. Motorcycle Parking Spaces
Strathfield DCP 2005 does not specify motorcycle parking rates for residential developments. Five
motorcycle parking spaces are proposed to be provided on site.
3.5. Car Park Layout
Table 3-5 identifies the characteristics of the proposed parking area with respect to the Council
requirements. The last column identifies the compliance of each design aspect. Where compliance with
Council is not achieved, further information is provided below:
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
15
Table 3-5: Parking Design Requirement
Design Aspect Council / AS 2890 Requirements
Proposed Provision Compliance
Parking space length:
Standard bay
Accessible bay
Visitor Bay
5.4m (min)
5.4m (min)
5.4m (min)
5.4m
Refer to Section 3.6
5.4m
Compliant
Refer to Section 3.6
Compliant
Parking space width:
Standard bay
Accessible bay
Visitor Bay
2.4m (min)
4.8m (min)
2.4m (min)
2.4m
Refer to Section 3.6
2.4m
Compliant
Refer to Section 3.6
Compliant
Access Driveway Width 3.0 to 6.0m (min) 5.8m (minimum) Refer to Section 3.7
Aisle Width:
Parking aisle
Circulation aisle/ramp
5.8m (min)
5.8m (minimum)
Compliant
Access Driveway First 6m from the property boundary shall be a maximum of 1:20
(5%)
First 6m from the property boundary shall be a maximum of 1:20
(5%)
Compliant
Parking envelope clearance - Column adjacent to bay
Located between 0.75m and 1.75m of aisle
Located between 0.75m and 1.75m of aisle
Compliant
Maximum Gradient Ramp
Up to 20m long – 1 in 4 (25%)
25% Compliant
Height Clearance:
General Min.
Over PWD bay
2.2m
2.5m
2.2m (minimum)
Compliant
3.6. Accessible Bays
The Australia Standard ‘AS 2890 Parking Facilities: Part 6 Off-street parking for people with disabilities’
requires a 2.4 metre wide parking space with a 2.4 metre wide shared zone. Majority of the accessible bay
have been designed to comply with the standard. One accessible bay is designed for adaptable housing in
accordance with AS4299 - 1995 Adaptable housing (see Figure 3-1).
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
16
Figure 3-1: Accessible Parking Bay
3.7. Access Driveway
Driveway access requirements for this type of development are identified in the ‘RTA (RMS) – Guide to
Traffic Generation Developments - Section 5.4.3 High density residential flat building’ which specifies an entry
and exit driveway width of 3 to 6 metres.
The proposed drive way access arrangement complies with the RMS requirements and is considered
acceptable for this proposed development.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
17
3.8. Service Vehicle
Service vehicles will be required to collect waste from the loading area located on Basement Level 01.
Swept path analysis plans in Appendix B indicate how a typical waste vehicle (see Figure 3-2) can manoeuvre
in and out of the loading area.
Figure 3-2: Typical Vehicle used for Waste Collection3
Deliveries to the site will be facilitated on-site. These servicing events are infrequent and not expected to
conflict with the weekly waste collection.
Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the
proposed development.
3 Source: Appendix F, Part H of Strathfield Consolidated Development Control Plan 2005 – Waste Minimisation and Management Plan
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
18
4. Impact of Proposed Development
The RTA (RMS) Guide to Traffic Generating Developments – Technical Direction TDT 2013/04a specifies land
use traffic generation rates for the proposed development, as presented below:
Table 4-1: RMS Traffic Generation Rates
Land Use Traffic Generation Rates
High Density Residential Flat Dwellings (70 Units)
Morning Peak (1 hour) vehicle trips per units 0.19
Evening Peak (1 hour) vehicle trips per units 0.15
Application of the above RMS rates results in 13.3 (round up to 14) vehicles for the morning peak and 10.5
(round up to 11) vehicles for the evening peak periods. This traffic generation is relatively minor and not of a
level normally associated with unacceptable traffic implications in terms of road network capacity or traffic
related environmental effect.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
19
5. Conclusions
5.1. Development Access
The proposed access complies with the RMS Standards and is considered acceptable for the development.
5.2. Car parking Arrangements
The proposed parking supply for the site is consistent with RMS parking requirements. The proposed car
parking layout complies with AS2890 and AS4299requirements.
TTM advises the proposed car parking arrangement for this development is acceptable.
5.3. Impact on Surrounding Road Network
Assessment of the proposed development indicates that the development will not have a significant impact
on the road network. No mitigating road works are required.
5.4. Service Vehicle Arrangements
Servicing for this development will be facilitated on site via Bridge Road. There will be very low and
infrequent service vehicle demands for this site. The service vehicle arrangement is considered acceptable
for the development.
5.5. Public Transport and Bicycle / Pedestrian Facilities
The current public transport infrastructure and proposed site provisions for pedestrian and bicycle facilities
is considered adequate for the development.
5.6. Conclusion
TTM see no traffic engineering reason why the relevant approvals should not be granted.
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
20
Appendix A Proposed Site Plan
Copyright URBAN LINK PTY LTD ©
NotesCONTRACTOR MUST VARIFY ALL DIMENSIONS ON SITE BEFORECOMMENCING WORK OR PREPARING SHOP DRAWINGS.DO NOT SCALE DRAWINGS.
Rev Description Date App'dProject
LOFTUS BRIDGERESIDENTIAL FLAT BUILDING47-48 LOFTUS CRES & 12-18 BRIDGE RDHOMEBUSH NSW #Site Postcode AUSTRALIA
Drawing Title
BASEMENT 02FLOOR PLANS
Date of Issue10/04/2017
Checked Approved
Scale
1:100@A1 Sheet Size
Project Number
16-107Drawing Number
DA2001Revision
Status
DEVELOPMENT APPLICATION
50mm on original
16107 47-48 Loftus Cres 12-18 Bridge Rd Homebush DABIM Server: URBLNKBIM01 - BIM Server 19/2016/16107 47-48 Loftus Cres 12-18 Bridge RdHomebush DA10/04/20173:28 PM
Business Address: Level 10, 11-15 Deane Street, Burwood NSW 2134Postal Address: PO BOX 2223 Burwood North NSW 2134Phone Number: +61 29745 2014Nominated Architects:Ziad Boumelhem Reg no 8008Youssef El Khawaja Reg no 8933
Alex Sibir Reg no 2961Nicholas Toubia Reg no 9336
RL 11
,499
RAMP 12.50 %
RL 11
,749
RAMP 25.00 %
1 2 3 4 5 6 7
8
91011121314
1 2 3 4 5
6
789101112131415
1312
1110
98
76
54
32
1
4746
4544
4342
4140
3938
292827262524
23222120191817
16
37 36 35 34 33 32 31 30
1514
#DA
3002
_A#
DA30
02_A
1,188
2,400
300
7,200
300
7,200
300
7,200
300
7,200
300
6,000
5,818
5,995
6,252
6,838
5,905
6,000
5,738
2,556
744
2,400
2,400
2,617
2,400
410
2,400
1,054
5,400
300 7,200 300 7,200 5,100
2,400
300
7,200
300
7,200
300
7,200
300 7,200 300 7,200
300 2,400 300 7,200 300 7,200 300
53,395
600 5,400 8,000 7,960 2,000 20,950 5,400 2,485 600
43,15
0
7,759
1,388
2,400
300
7,200
300
7,200
300
7,200
300
7,200
1,003
600
29,086
3,291
2,400
300
7,200
300
7,200
300
7,495
600
RAMP
UPT
O B1
LEV
EL
SHAR
EZO
NE
FRON
T ON
LYPA
RKIN
G
1540x
2070
BASEMENT 247 CAR SPACES
Inc3x DDA
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
DDA
DDA
RES RES RES RES RES RES RES
RES RES RES RES RES RES
RES RES RES RES RES RES RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
RES
TWO WAYTWO WAY
TWO
WAY
TWO
WAY
TWO WAY
TWO
WAY
TWO
WAY
TWO WAY
TWO WAY
7XBICYCLE
DDA
SHAREZONE
CAR
WAS
H
Res
iden
tial S
tore
XXXX
A: 7
2 m
2
Mec
h.XX
XXA
: 3 m
2
Residential StoreXXXX
A: 44 m2
AADA4001_A
AADA4001_A
#02#02
BBDA4002_A
BBDA4002_A
DA40
03_A
CC1#LayID
CC1#LayID
6,496 3,556
600 5,896 200 3,356
45,56337,341
4,2513,406 566
A DEVELOPMENT APPLICATION 070417 CH
Copyright URBAN LINK PTY LTD ©
NotesCONTRACTOR MUST VARIFY ALL DIMENSIONS ON SITE BEFORECOMMENCING WORK OR PREPARING SHOP DRAWINGS.DO NOT SCALE DRAWINGS.
Rev Description Date App'dProject
LOFTUS BRIDGERESIDENTIAL FLAT BUILDING47-48 LOFTUS CRES & 12-18 BRIDGE RDHOMEBUSH NSW #Site Postcode AUSTRALIA
Drawing Title
BASEMENT 01FLOOR PLANS
Date of Issue10/04/2017
CheckedXX
ApprovedXX
Scale
1:100@A1 Sheet Size
Project Number
16-107Drawing Number
DA2001_ARevision
Status
DEVELOPMENT APPLICATION
50mm on original
16107 47-48 Loftus Cres 12-18 Bridge Rd Homebush DABIM Server: URBLNKBIM01 - BIM Server 19/2016/16107 47-48 Loftus Cres 12-18 Bridge RdHomebush DA10/04/20173:28 PM
Business Address: Level 10, 11-15 Deane Street, Burwood NSW 2134Postal Address: PO BOX 2223 Burwood North NSW 2134Phone Number: +61 29745 2014Nominated Architects:Ziad Boumelhem Reg no 8008Youssef El Khawaja Reg no 8933
Alex Sibir Reg no 2961Nicholas Toubia Reg no 9336
RAMP 25.00 %
RL 13
,739
RAMP 12.50 %
RL 13
,989
RL 14,300
RAMP 11.25 %
RL 14,750
RAMP 8.25 %
V E R A N D A H
U/S GUTTER RL 20.4119.82 TOP
18.21 BOT
1 2 3 4 5 6 7
8
91011121314
1 2 3 4 5
6
789101112131415
1 2 3 4 5
6
789101112131415
1211
109
87
65
43
21
191817
13
16
20
272625
22
1514
23 24
21
28
#DA
3002
_A#
DA30
02_A
5,702
5,998
6,000
6,743
5,800
1,188
7,200
300
7,200
150
150
7,200
300
7,200
3,945
5,400
854
2,400
300
4,800
302
3,800
300
444
1,426
2,174
300 2,400 2,400 7,200 300
300 2,400 4,800 2,700 2,400 300
4,800 300 7,500 7,200 300
1,544
16,79
12,0
2720
04,5
6220
0
53,395600 6,400 4,000 22,788 4,000 5,007 10,000 600
43,15
0
7,759
200
1,188
7,200
150
150
7,200
300
7,200
150
150
7,200
4,304
29,086
15,80
120
01,8
2720
04,5
6220
05,6
9760
0
10,052
5,978
6,266 1,566
1,026 1,200 835 1,200 839300
892 1,200 837 1,200 847 1,200 1,024 300
2,700
1,900
AADA4001_A
AADA4001_A
L O A D I N G Z O N E
BASEMENT 128 CAR SPACES
Inc8x DDA
14x VISITOR
RAMP
DOW
N TO
B2
LEVE
L
VISITOR VISITOR
SHAREZONE
SHAREZONE
SHAREZONE
VISI
TOR
VISITOR VISITORVISITOR
RES
RES
RES
RES
RES
DDADDA
DDA DDA
DDA
DDA
DDADDA
TWO WAYTWO WAY
TWO
WAY
TWO
WAY
TWO WAY
TWO
WAY
TWO WAY
TWO
WAY
VISI
TOR
VISI
TOR
VISI
TOR
VISI
TOR
VISI
TOR
VISI
TOR
VISI
TOR
VISI
TOR
MOTO
RCYC
LE
MOTO
RCYC
LE
MOTO
RCYC
LE
MOTO
RCYC
LE
MOTO
RCYC
LE
5 MOTORCYCLES
1540x
2070
SHAREZONE
RES
Residential StoreXXXX
A: 104 m2
Waste Collection
A: 31 m2
Waste Store
A: 18 m2
Waste Store
A: 22 m2
Mec
h.XX
XXA
: 4 m
2
Bulky StoreXXXX
A: 15 m2
Residential StoreXXXX
A: 44 m2
Residential StoreXXXX
A: 20 m2
#02#02
BBDA4002_A
BBDA4002_A
DA40
03_A
CC1#LayID
CC1#LayID
10,000
600 5,896 200 3,356
45,56337,341
4,2423,414 566
SECU
RITY
GAR
AGE
DOOR
RAMP
UP
TO G
F LE
VEL
GARBAGE ROOM
15 X 240L GARBAGE15 X 240L RECYCLE3 X 240L GREEN.W
A DEVELOPMENT APPLICATION 070417 CH
Copyright URBAN LINK PTY LTD ©
NotesCONTRACTOR MUST VARIFY ALL DIMENSIONS ON SITE BEFORECOMMENCING WORK OR PREPARING SHOP DRAWINGS.DO NOT SCALE DRAWINGS.
Rev Description Date App'dProject
LOFTUS BRIDGERESIDENTIAL FLAT BUILDING47-48 LOFTUS CRES & 12-18 BRIDGE RDHOMEBUSH NSW #Site Postcode AUSTRALIA
Drawing Title
GROUND FLOORFLOOR PLANS
Date of Issue7/04/2017
Checked Approved
Scale
1:100@A1 Sheet Size
Project Number
16-107Drawing Number
DA2002_ARevision
Status
DEVELOPMENT APPLICATION
50mm on original
16107 47-48 Loftus Cres 12-18 Bridge Rd Homebush DABIM Server: URBLNKBIM01 - BIM Server 19/2016/16107 47-48 Loftus Cres 12-18 Bridge RdHomebush DA7/04/20174:26 PM
Business Address: Level 10, 11-15 Deane Street, Burwood NSW 2134Postal Address: PO BOX 2223 Burwood North NSW 2134Phone Number: +61 29745 2014Nominated Architects:Ziad Boumelhem Reg no 8008Youssef El Khawaja Reg no 8933
Alex Sibir Reg no 2961Nicholas Toubia Reg no 9336
RAMP 8.25 %
RL 16,630
RAMP 11.25 %
RL 17,080
RAMP 5.00 %
RL 17,430
SIGNPP
SIGN
SIGN
T R E EØ 0.3-S5-H 5
PP
SIGN SV
T R E EØ 0.4-S6-H 6
TEL
BRUSHBOXØ0.9-S10-H10
BRUSHBOXØ0.4-S6-H8
BRUSHBOXØ0.5-S8-H8
SIGN
SIGN
TREEØ0.15-S3-H3
TEL
SIGN
TREEØ0.3-S5-H6
P E D E S T R I A NC R O S S I N G
Ø0.15-S4-H7
FICUSØ0.6-S5-H8
V E R A N D A H
C O N C R E T E
P A T H
C O N C R E T E
K E R B &
G U T T E R
R E S I D E N T I A L
F L A T B U I L D I N G
B R I C K
6 S T O R E Y
N o. 1 9(C R A N E S T R E E T )
B A L C O N Y
19.14
19.11
18.8518.85
18.95K
18.80G
18.39
18.51
18.09
18.2718.09
18.26K
18.11G
17.95
17.94K
17.80G
17.7417.68
17.79K
17.63G17.98
HYD
17.64
17.54K
17.40G
17.4217.37
17.41K
17.27G17.52
17.33
17.25K
17.11G
17.1317.06
17.14K
16.98G
17.32
18.15
18.44
17.59
17.57
17.59K
17.45G
17.67
17.80
17.89K
17.75G
18.00
17.98
17.99K
17.85G
18.10
18.22
18.30K
18.15G
18.65
18.64
18.71K
18.55G
18.69
19.00
16.3116.31
19.23K
19.07G
C O N C R E T E P A T H
C O N C R E T E K E R B & G U T T E R
PARAPET RL 33.46
U/S GUTTER RL 20.4119.82 TOP
18.21 BOT
L O F T U S S T R E E T
B R
I D G
E R O
A D
TEL
5 x 140 = 700
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
32 m2
33 m2
RAMP 1:14
RL 18,000
RL 18,160
13 m2
COMMON OPEN SPACE361 m2
1 2 3 4 5
6
789101112131415
RAMP 1:14
RL 18,160
RL 18,500
1 2 3 4 5 6 7
8
9101112131415
30 m2
RAMP
1:10RL 18,500
RL 18,650
3 x 167 = 500
5 x 175 = 875
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
2 x 180 = 360
1
2
FF
F
F
F
F
F
F
F
# 03# 03
#DA4001
#DA4001
#DrgID#LayID
#DrgID#LayID
17,998
1,200
17,998
1,200
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
18,500
#02#02
32 m2
52 m2
38 m2
39 m2
34 m2
50 m2
DEEP SOIL38 m2
DEEP SOIL18 m2
outlin
e of sl
ab ab
ove
highlight window
highli
ght w
indow
outlin
e of sl
ab ab
ove
o u t l i ne o f s l ab above
highl ight window
SECU
RITY
GATE
ENTR
Y TO
BASE
MENT
RESIDENTIAL
ENTRY
RESIDENTIAL
ENTRY
outlin
e of sl
ab ab
ove
1 BedA.G04
A: 75 m2
2 BedA.G06
A: 50 m2
2 BedA.101
A: 76 m2
2 BedA.G05
A: 54 m2
1 BedA.G03
A: 75 m2
1 BedB.G01
A: 75 m2
1 BedB.G04
A: 79 m2
1 BedA.G02
A: 77 m2
1 BedB.G02
A: 79 m2
3 BedB.G03
A: 95 m2
1 BedA.G04
A: 75 m2
2 BedA.G06
A: 50 m2
2 BedA.101
A: 76 m2
2 BedA.G05
A: 54 m2
1 BedA.G03
A: 75 m2
1 BedB.G01
A: 75 m2
1 BedB.G04
A: 79 m2
1 BedA.G02
A: 77 m2
1 BedB.G02
A: 79 m2
3 BedB.G03
A: 95 m2
BB
#DrgID#LayID
#DrgID#LayID
DW
DW
DW
DW
DW
F
DW
DW
DW
DW
DW
53.395116° 11' 40"
46.34526° 09' 40"
206° 08' 50"33.29
5 1 .8 6 5
2 7 8 ° 1 3 ' 2 0 "
D. P. 3 4 0 8 6 1
RA D .3 .1 1
A R C . 5.8 9
C H .3 3 2 ° 1 1 '3 0 "5 .0 2
DEEPSOIL98 m2
A DEVELOPMENT APPLICATION 070417 CH
Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment
Reference: 17SYT0041
21
Appendix B Service Vehicle Swept Paths
D A
M
A
G
E
D
N O
R
O
O
F
N o. 1 0
F I R
E
H O
U
S
E
V E
R
A
N
D
A
H
U/S GUTTER RL 20.41
19.82 TOP
18.21 BOT
Residential Store
XXXX
A: 104 m
2
Waste Collection
A: 31 m
2
Waste Store
A: 18 m
2
Waste Store
A: 22 m
2
Mech
.
XX
XX
A: 4 m
2
Bulky Store
XXXX
A: 15 m
2
Residential Store
XXXX
A: 20 m
2
1 2
3
4
5
6
789
10
11
12
13
14
15
1
2
3
4
5
6
7
8
9
1
01
1
1
2
1
31
4
1 2
3
4
5
6
789
10
11
12
13
14
15
1211
109
87
65
43
21
191817
13
16
20
272625
22
1514
23 24
21
28
CCDA
4003
_A
CC1#LayID
BBDA4002_A
AADA4001_A
#DA3001_A
#DA3001_A
#DA
3002
_A
#02
LOADING ZONE
BASEMENT 1
28 CAR SPACES
Inc
8x DDA
14x VISITOR
RA
MP
D
OW
N T
O B
2 LE
VE
L
VISITOR VISITOR
SHARE
ZONE
SHARE
ZONE
SHARE
ZONE
VIS
IT
OR
VISITOR VISITORVISITOR
RE
SR
ES
RE
SR
ES
RE
S
DDADDA
DDADDA
DDA
DDA
DDADDA
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
VIS
IT
OR
MO
TO
RC
YC
LE
MO
TO
RC
YC
LE
MO
TO
RC
YC
LE
MO
TO
RC
YC
LE
MO
TO
RC
YC
LE
1540
x
2070
SHARE
ZONE
RE
S
SE
CU
RIT
Y G
AR
AG
E D
OO
R
RA
MP
U
P T
O G
F LE
VE
L
GARBAGE ROOM
15 X 240L GARBAGE
15 X 240L RECYCLE
3 X 240L GREEN.W
10
1.92 4.72 1.12
Refuse Truck 10.0m Strathfield
Overall Length 10.000m
Overall Width 3.600m
Overall Body Height 3.600m
Min Body Ground Clearance 0.603m
Track Width 3.600m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 9.000m
Refuse Truck 10.0m Strathfield GradePref_0GradePref_1
RLPr
efix_
0
RLPr
efix_
1
GradePref_0GradePref_1
RLPr
efix_
0
RLPr
efix_
1
47-48 LOFTUS CRESCENT & 12-18 BRIDGE ROAD HOMEBUSH
SWEPT PATH ANALYSIS
10.0m REFUSE COLLECTION MANOUVERING
DRAWN
PM
10 APR 2017
DATE
TTM REFERENCE
17SYT0041-SK01
CHECKED
KM
TM CONSULTING PTY LTDT
02 8 10m64
SCALE 1:200 AT ORIGINAL SIZE
ABN 65 010 868 621
SUITE 501, 174 PACIFIC HIGHWAY, GREENWICH, NSW, 2065
P.O. BOX 5238, GREENWICH, NSW, 2065
T: (02) 9418 3033
E: ttmnsw@ttmgroup.com.au W: www.ttmgroup.com.au