Embed Size (px)
Citation preview
52 Luxford Road, Mount Druitt Traffic Impact Assessment
Client // Yardhouse Pty Ltd
Office // NSW
Reference // 15S1645000
Date // 13/10/16
© GTA Consultants (GTA Consultants (NSW ) Pty Ltd) 2015 The information contained in this document is confidential and intended solely for the use of the client for the purpose for which it has been prepared and no representation is made or is to be implied as being made to any third party. Use or copying of this document in whole or in part without the written permission of GTA Consultants constitutes an infringement of copyright. The intellectual property
Bla
nk R
epor
t (15
0630
v1.
7)
Melbourne | Sydney | Brisbane Canberra | Adelaide | Perth
Gold Coast | Townsville
52 Luxford Road, Mount Druitt
Traffic Impact Assessment
Issue: A 13/10/16
Client: Yardhouse Pty Ltd
Reference: 15S1645000 GTA Consultants Office: NSW
Quality Record
Issue Date Description Prepared By Checked By Approved By Signed
A 13/10/16 Final Andrian Juric Bernard Lo Nicole Vukic
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment
Table of Contents
1. Introduction 1
1.1 Background 1 1.2 Purpose of this Report 1 1.3 References 1
2. Existing Conditions 2
2.1 Site Description 2 2.2 Road Network 3 2.3 Public Transport 4
3. Development Proposal 5
3.1 Proposed Development 5 3.2 Proposed Vehicle Access Arrangements 5 3.3 Proposed Service Vehicles and Loading Areas 5
4. Car Parking 6
4.1 Car Parking Provision 6 4.2 Parking Layout 7
5. Traffic Impact Assessment 8
5.1 Traffic Generation 8
6. Conclusion 9
Appendices
A: Architectural Plans B: Swept Path Assessment
Figures
Figure 2.1: Subject Site and Surrounding Road Network 2 Figure 2.2: Subject Site 3 Figure 3.1: Adjacent Kerbside Collection 5
Tables
Table 2.1: Public Transport Provision 4 Table 4.1: DCP Car Parking Requirements 6 Table 4.2: RMS Guide to Traffic Generating Developments Car Parking Requirements 6
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 1
1. Introduction
1.1 Background It is understood that a development application is to be lodged with Blacktown Council for a residential development on land located at 52 Luxford Road, Mount Druitt.
The proposal includes 66 residential apartments allocated across 6 storeys. A basement car park is proposed, with capacity for 66 vehicles, including 7 disabled spaces and 10 visitor spaces where one visitor space is also a disabled space. Vehicular access would be provided via Luxford Avenue approximately 35m east of the Carlisle Avenue intersection.
Yardhouse engaged GTA Consultants in April 2016 to complete a transport impact assessment of the proposed development.
1.2 Purpose of this Report This report sets out an assessment of the anticipated transport implications of the proposed development, including consideration of the following:
i existing traffic and parking conditions surrounding the site ii suitability of the proposed parking in terms of supply and layout iii service vehicle requirements iv pedestrian and bicycle requirements v the traffic generating characteristics of the proposed development vi suitability of the proposed access arrangements for the site vii the transport impact of the development proposal on the surrounding road network.
1.3 References In preparing this report, reference has been made to the following:-
Blacktown City Council Development Control Plan (DCP) 2014 Australian Standard, Parking Facilities, Part 1: Off-Street Car Parking AS 2890.1:2004 Australian Standard, Parking Facilities, Part 2: Off-Street Commercial Vehicle Facilities
AS 2890.2:2002 Australian Standard, Parking Facilities, Part 6: Off-Street Parking for People with
Disabilities AS 2890.6:2009 plans for the proposed development prepared by KE Architects other documents and data as referenced in this report.
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 2
2. Existing Conditions
2.1 Site Description The subject site is located at 52 Luxford Road, Mount Druitt. The site of 2,868sq.m has a 28m frontage to Luxford Road and 58m frontage to Carlisle Avenue.
The site is currently vacant and has a land use classification as R4 – High Density Residential. Access to the site will be via Luxford Road. The surrounding properties predominantly include both medium and high density residential developments.
Figure 2.1 shows the locality of the subject site and Figure 2.2 shows an aerial view of the site.
Figure 2.1: Subject Site and Surrounding Road Network
(Reproduced with permission from Sydway Publishing Pty Ltd)
Subject Site
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 3
Figure 2.2: Subject Site
Source: Google Maps
2.2 Road Network Luxford Road Luxford Road is classified as a Regional Road according to the RMS Schedule of Classified Roads and State & Regional Roads versions 2011/1. It generally runs in an east-west direction, and is the major route providing access to the Rooty Hill commercial and industrial precinct. Luxford Road is a four-lane divided road with a sign posted speed limit of 60km/hr. Kerbside parking is not permitted within the vicinity of the site.
Carlisle Avenue Carlisle Avenue is classified as an RMS State Road according to the RMS Schedule of Classified Roads and State & Regional Roads versions 2011/1. It generally runs in a north-south direction, and is the major route providing access to the M5 and M7. Carlisle Avenue is a four-lane divided road with a sign posted speed limit of 60km/hr. Kerbside parking is not permitted within the vicinity of the site.
Subject Site
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 4
2.3 Public Transport Bus A review of the public transport available in the vicinity of the site is summarised in Table 2.1. Table 2.1 presents a summary of the various bus services operating in the vicinity of the subject together with their frequency during weekday morning and afternoon peak periods.
Table 2.1: Public Transport Provision
Route # Destination Stop Description Frequency on/off peak
750 Mt Druitt to Bidwill/Blacktown via Carlisle Ave Carlisle Avenue near Calala
Street (120m from site)
30 min / 30 min
759 Mount Druitt to St Mary’s via Emerton, Willmot & Ropes Crossing 60 min
Rail The site is located approximately 800m from Mount Druitt station with that distance reduced to 650m when accessing the station via Westfield Mount Druitt. The station is well served by trains departing to the city once every 10 - 20 minutes throughout all times of the day.
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 5
3. Development Proposal
3.1 Proposed Development The proposed development seeks to construct a 6 storey residential apartment building, with a basement car park.
The proposal would accommodate a total of 66 apartments with the proposed mix comprising:
8 one-bedroom units 53 two-bedroom units 5 three-bedroom units.
The proposed development would have 66 car parking spaces in one basement level.
Appendix A contains the architectural plans of the proposal.
3.2 Proposed Vehicle Access Arrangements Vehicle access to the site is proposed via Luxford Road approximately 35m east of the Carlisle Avenue intersection. Access to the basement level is through a driveway connected to this arrangement.
Discussions with RMS confirmed that they would not permit access from Carlisle Street (a primary road) when a suitable alternative is available on Luxford Road.
Details regarding the proposed vehicle access and car park layout are included within Section 5.2 of this report.
3.3 Proposed Service Vehicles and Loading Areas As required by Blacktown Council for developments of this size, the garbage will take place off street. The proposed layout shows that this will be achieved at Ground level on the Luxford Road frontage,
Notwithstanding, it is noted that other residential complexes in vicinity of the site (refer to street view image below), have their garbage collected from the kerbside of Luxford Road.
Figure 3.1: Adjacent Kerbside Collection
Source: Google Streetview
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 6
4. Car Parking
4.1 Car Parking Provision On-site parking requirements for the proposed development have been assessed against the Blacktown City Council Development Control Plan 2015.
The DCP stipulates parking rates for various types of development. Table 4.1 presents the assessment of car parking requirements for the proposed development.
Table 4.1: DCP Car Parking Requirements
Proposed Uses Proposed Units/Floor Area (m2, GFA) Provision Rates Required Parking
- 1-bedroom unit 8 0.5 space per unit 4
- 2-bedroom unit 53 0.5 space per unit 26.5
- 3-bedroom unit 5 2.0 spaces per unit 10
Sub-total 66
- Visitor - 1.0 space per 2.5 units 26
Total 66.5
Applying Council’s parking rates; the proposed development would require 67 car parking spaces to be provided.
To gain a better understanding of the parking requirements of the site, the RMS Guide to Traffic Generating Developments has also been referenced. Table 4.2 provides an assessment of parking requirements using parking provisions for residents and visitors set out in the guide for medium density development.
Table 4.2: RMS Guide to Traffic Generating Developments Car Parking Requirements
Unit Type No. of Units/ GFA RMS Minimum Car Parking Requirements
Provision Rates Required Parking
Residential Use
- 1-bedroom 8 0.4 space per unit 3.2
- 2-bedroom 53 0.7 spaces per dwelling 37.1
- 3-bedroom 5 1.2 spaces per dwelling 6
Subtotal (residential tenants only) 66 - 46.3 - Visitors - 0.14 spaces per dwelling 9.4
Total Requirement 55.7
From Table 4.2, it can be seen that the RMS guidelines require a minimum of 56 car parking spaces to be provided. The local prescribed parking requirement (Blacktown DCP 2015) was determined to be 67 car parking spaces (see Table 4.1).
It is noted that the recent Apartment Design Guide states that a development application cannot be refused on car parking grounds "if the car parking for the building will be equal to or greater than, the recommended minimum amount of car parking specified in Part 3J of the Apartment Design Guide".
It also says that “For development in the following locations:
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 7
on sites that are within 800 metres of a railway station or light rail stop in the Sydney Metropolitan Area; or
on land zoned, and sites within 400 metres of land zoned, B3 Commercial Core, B4 Mixed Use or equivalent in a nominated regional centre.
The minimum car parking requirement for residents and visitors is set out in the Guide to Traffic Generating Developments, or the car parking requirement prescribed by the relevant council, whichever is less.”
The proposed development will supply a total of 66 parking spaces to satisfy the RMS and DCP criteria.
4.2 Parking Layout The proposed on-site parking of 66 car parking spaces is to be located in one basement level which would be accessed directly off Luxford Road via a driveway.
The car parking spaces have been design in accordance with the design requirements of Class 1A parking facilities with typical dimensions being 2.4m wide by 5.4m long. Where minimum aisle widths of 5.8m is not achieved it is noted that turning area has been designated for vehicle manoeuvres.
Minimum height clearance of 2.2m will be available within the car park.
On site servicing for the development will occur at the designated service area on the ground level. Details of swept path assessment demonstrating satisfactory provision in this regard are provided in Appendix B.
It is assessed that the proposed carparking arrangements will be generally consistent with design requirements set out in the Australian Standard, namely AS2890.1:2004.
The accessible car parking spaces and the associated shared area have been assessed as being acceptable by the Access Consultant.
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 8
5. Traffic Impact Assessment
5.1 Traffic Generation The proposed development is for 66 residential units.
Traffic generation estimates for the proposed development have been sourced from the Guide to Traffic Generating Developments (RMS, 2002). The guide suggests a traffic generation rate of 0.4 – 0.5 movements per peak hour per unit for medium density residential developments. Applying this rate, the proposed development would generate approximately 27 - 33 vehicle trips per hour during the peak periods. This equates to approximately one vehicle every two minutes,
Due to the left in left out access arrangement, all trips generated by the site would travel in an eastbound direction along Luxford Road. Inbound trips would be required to enter west of the site whilst outbound trips would be required to travel east of the site.
As such and compared against the existing traffic volumes in the vicinity of the site, the additional traffic generated by the proposed development would not be expected to compromise the safety or function of the surrounding road network.
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment 9
6. Conclusion
This report examines the traffic and parking implications of the proposed development at 52 Luxford Road. The salient findings of this report are presented below:
It is proposed to construct a new residential apartment building to accommodate 66 residential apartments.
Vehicular access to the site would be provided via a left in left out arrangement from Luxford Road.
The net additional development traffic generated by the subject proposed development would be approximately 27 – 33 vehicle trips per hour during the peak periods. This equates to approximately one vehicle every two minutes,
The relatively low volume of additional traffic is not expected to create any noticeable adverse traffic effects on the surrounding local road network.
According to the Council’s Parking DCP, the proposed development would require approximately 67 car parking spaces.
According to the RMS Guide to Traffic Generating Developments Car Parking Requirements, the proposed development would require approximately 56 car parking spaces.
It is proposed to provide 66 car parking spaces which will satisfy the RMS and DCP requirements.
The site is well serviced by public transport with frequent bus and rail services within walking distance.
The carpark layout will be generally consistent with the design criteria set out in AS2890.1:2004
Overall, it is concluded that the traffic and parking aspects of the proposed development would be satisfactory.
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment
Architectural Plans
Appendix A
project
DA DESIGN DRAWINGS - NOT FOR CONSTRUCTION
PROPOSED RESIDENTIAL FLATBUILDING WITH BASEMENTPARKING
A DRAFT DA DESIGN DRAWINGS ISSUED TO CONSULTANTS FOR REVIEW / INPUT 06/07/2016
checkeddrawn
issue
drawing no.
project no.
scale
date
52LUX-16
GK/PE
C
DA -
dateissue revision description
notes- Builder to check all dimensions on site before commencing works. Any discrepancies (not limited to dimensions only) found
are to be brought to the attention of the Architect as soon as possible.- Do not scale drawings, use figured dimensions.- This drawing and the design expressed are copyright and remain the property of KE Architects Pty Ltd. In accordance with
the copyright act 1968 this drawing and design in whole or part may not be used unless licensed by KE Architects Pty Ltd.
14 AUGUST 2016RWT RAIN WATER TANK TO COMPLY WITH BASIXSHD SHADING DEVICE TO COMPLY WITH BASIXSL SHADOWLINE WALL ANGLE (RONDO)SK SKYLIGHT (GLAZING TO BASIX)SMK SMOKE ALARMST STORAGESTR STAIR TO ENGINEER'S DETAILSSTW STORMWATER PIT TO ENGINEER'S DETAILSTBF TIMBER BOARD FLOORINGTD TIMBER ENTRY DOORTFR TIMBER FRAMING TO ENGINEER'S DETAILSTLD TILED FLOORINGTS TIMBER SCREENING (SLATS OR BATTENS)TWL TIMBER FRAMED WALL TO ENGINEER'S DETAILSTLD TILED FLOORINGWP WATERPROOF MEMBRANE (VAPOUR BARRIER)
client
YARDHOUSE PTY LTD GK/PE
drawing
address
52 LUXFORD RD, MT DRUITT (LOTS 2 & 4 IN DP 574410)
GD GARAGE DOOR (BASEMENT)HR HANDRAIL / BALUSTRADEINS INSULATION TO BASIX REQUIREMENTSLO LIFT OVERRUNMHL MAXIMUM BUILDING HEIGHT LINE (20m BLEP 2015)NGL NATURAL GROUND LINEP PAINT FINISHP* POST TO ENGINEER'S DETAILSPBX PLANTER BOXPG PRIVACY GLAZING (TRANSLUCENT)PRG PERGOLAPS PRIVACY SCREEN OR PRIVACY LOUVRESRC REINFORCED CONCRETE TO ENGINEER'S DETAILSRL REDUCED LEVELRW RETAINING WALL TO ENGINEER'S DETAILSRWO RAIN WATER OUTLET
AFW ALUMINIUM FRAMED WINDOW / DOORARS ANCILLARY ROOF STRUCTUREAW AWNINGB* BEAM TO ENGINEER'S DETAILSBDY BOUNDARY LINEBG BOX GUTTERBLK BLOCK WORK WALL TO ENGINEER'S DETAILSBWK BRICK WALLCFC COMPRESSED FIBRE CEMENTCMR COLORBOND METAL ROOF / CLADDINGCR CEMENT RENDERDP DOWNPIPE (COLORBOND)FC FIBROUS CEMENT SHEET / CLADDINGFL FLASHING / CAPPINGFFL FINISHED FLOOR LEVELFW FLOOR WASTE
legend
p. +61 2 8068 9805m. a.e.w.
+61 408 963 335 or +61 411 089 253po box 387 balmain nsw 2041
abn: 98 151 157 961
1:200 @ A3 (U.N.O)B UPDATED ISSUE OF DRAWINGS BASED ON CONSULTANT FEEDBACK RECEIVED 08/08/2016
C UPDATED ISSUE OF DRAWINGS BASED ON FURTHER CONSULTANT FEEDBACK 14/08/2016
BASEMENT PLAN
04
15S1645000 // 13/10/16
// Issue: A
52 Luxford Road, Mount Druitt, Traffic Impact Assessment
Swept Path Assessment
Appendix B
DATE: SCALE:
DRAWING NO.APPROVED:
08 6316 4634Perth
07 4722 2765Townsville
07 5510 4814Gold Coast
08 8334 3600Adelaide
02 6243 9400Canberra
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
nsultantscowww.gta.com.au
GTA SHEET:
15S16
45000-01-
P1.dgn
22-
Apr-16
ON
Para
mics_
SY
DPL
OTTE
D B
Y :
AT
3:29:01
PM
OF
0
@A3
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.77
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.80
44.71
44.63
44.62
44.64
44.64
44.59
44.52
44.63 44.65
44.64
44.62
44.52
44.4244.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.73
44.76
44.81
44.75
44.80
44.5
SIGN
GASSIGN
SIGN
SIGN
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
CONCRETE
MEDIAN
GR
ASSE
DM
EDIA
N
2868m2
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
Bla
ckto
wn
Waste
Truck
Custo
m
(c) 2014
Transoft
Solutio
ns, In
c.
All rig
hts reserved.
Blacktown Waste Truck
Custom
(c) 2014 Transoft Solutions, Inc. All rights reserved.
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.77
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.80
44.71
44.63
44.62
44.64
44.64
44.59
44.52
44.63 44.65
44.64
44.62
44.52
44.42
44.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.73
44.76
44.81
44.75
44.80
44.5
SIGN
GASSIGN
SIGN
SIGN
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
CONCRETE
MEDIAN
GR
ASSE
DM
EDIA
N
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
Bla
ckto
wn
Waste Tru
ck
Custom
(c) 2014 Tra
nsoft Solutio
ns, In
c.
All rights re
serv
ed.
Blacktown Waste Truck
Custom
(c) 2014 Transoft Solutions, Inc. All rights reserved.
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.71
44.63
44.62
44.64
44.64
44.59
44.42
44.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.80
44.5
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
CONCRETE
MEDIAN
GR
ASSE
DM
EDIA
N
2868m2
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
Bla
ckto
wn
Waste Tru
ck
Custom
(c) 2014 Tra
nsoft Solutio
ns, In
c.
All rights re
serv
ed.
Bla
ckto
wn
Waste
Truck
Custo
m(c) 2014
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
SWEPT PATH KEY
ASSUMED SPEED 10km/h
FROM VEHICLE BODY500mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
MATCH VEHICLE CLEARANCE LINES
1. 'GREEN' HATCHED AREAS TO BE PAVED TO
NOTES
PRELIMINARY PLAN
NOTIFICATION
SUBJECT TO CHANGE WITHOUT
FOR DISCUSSION PURPOSES ONLY SWEPT PATH ASSESSMENT
BLACKTOWN 11.0m WASTE TRUCK
642
01
56 LUXFORD RD, MT DRUITT
15S1645000-01-P1BYL 01
1:20022-Apr-16
CONFLICTS WITH BOUNDARY WALL.
VEHICLE ENVELOPE CURRENTLY
OF 6.0m TO BE EXTENDED TO 7.0m.
ACCESS RAMP TRANSITION LENGTH
DATE: SCALE:
DRAWING NO.APPROVED:
08 6316 4634Perth
07 4722 2765Townsville
07 5510 4814Gold Coast
08 8334 3600Adelaide
02 6243 9400Canberra
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
nsultantscowww.gta.com.au
GTA SHEET:
15S16
45000-01-
P1.dgn
22-
Apr-16
ON
Para
mics_
SY
DPL
OTTE
D B
Y :
AT
4:39:02 P
M
OF
0
@A3
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.77
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.80
44.71
44.63
44.62
44.64
44.64
44.59
44.52
44.63 44.65
44.64
44.62
44.52
44.4244.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.73
44.76
44.81
44.75
44.80
44.5
SIGN
GASSIGN
SIGN
SIGN
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
GR
ASSE
DM
EDIA
N
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
SE
RVIC
E
VE
HIC
LE
AUSTR
OA
DS 2013 (A
U)
(c) 2014
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
SERVICE VEHICLE
AUSTROADS 2013 (AU)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.77
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.80
44.71
44.63
44.62
44.64
44.64
44.59
44.52
44.63 44.65
44.64
44.62
44.52
44.42
44.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.73
44.76
44.81
44.75
44.80
44.5
SIGN
GASSIGN
SIGN
SIGN
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
CONCRETE
MEDIAN
GR
ASSE
DM
EDIA
N
2868m2
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
SE
RVIC
E
VE
HIC
LE
AUSTR
OADS 2013 (A
U)
(c) 2014 Tra
nsoft Solutio
ns, Inc.
All rights reserv
ed.
SERVICE VEHICLE
AUSTROADS 2013 (AU)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
44.88
44.61
44.67
44.92
44.93
44.67
44.48
44.43
44.25
44.79
44.66
44.55
44.65
44.77
44.83
44.87
44.83
44.67
44.72
44.6544.72
44.71
44.67
44.59
44.65
44.80
44.71
44.63
44.62
44.64
44.64
44.59
44.52
44.63 44.65
44.64
44.62
44.52
44.42
44.46
44.55
44.59
44.58
44.66
44.70
44.83
44.79
44.65
44.68
44.73
44.70
44.53
44.61
44.63
44.56
44.73
44.76
44.81
44.75
44.80
44.5
SIGN
GASSIGN
SIGN
SIGN
SIGN
TEL
GAS
SIGN
SIGN
SIGN
LIGHT
CO
NC
RETE
FO
OTP
ATH
BITU
MEN P
ATH
CONCRETE
MEDIAN
GR
ASSE
DM
EDIA
N
2868m2
LU
XF
OR
DR
OA
D
SEWERMANHOLE
SEWERMANHOLE
CROSSING
NEW VEHICLE
LOBBY
ENTRY
FIRE EXIT
U1 BED + STUDY
3
COURT 3
PRIVATE
3000
6000
6000
ACCESS RAMP
CAR PARK
13350
COURT 3
PRIVATE
ROOM
GARBAGE
4000
4000
2100 W
ALL
2100 WALL
2700
SE
RVIC
E
VE
HIC
LE
AUSTR
OA
DS 2013 (A
U)
(c) 2014
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
SE
RVIC
E
VE
HIC
LE
AUSTR
OADS 2013 (A
U)
(c) 2014 Tra
nsoft Solutio
ns, Inc.
All rights reserv
ed.
PRELIMINARY PLAN
NOTIFICATION
SUBJECT TO CHANGE WITHOUT
FOR DISCUSSION PURPOSES ONLY SWEPT PATH ASSESSMENT
8.8m MRV
642
01
56 LUXFORD RD, MT DRUITT
15S1645000-01-P2BYL 01
1:20022-Apr-16
SWEPT PATH KEY
ASSUMED SPEED 10km/h
FROM VEHICLE BODY500mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
Lock to Lock Time
Width
Track
Steering Angle
metres
:
:
2.50
2.50
:
38.7:
6.0
1.50 5.00
8.80
SERVICE VEHICLE
MATCH VEHICLE CLEARANCE LINES
1. 'GREEN' HATCHED AREAS TO BE PAVED TO
NOTES
Melbourne
A Level 25, 55 Collins Street PO Box 24055 MELBOURNE VIC 3000 P +613 9851 9600 E [email protected]
Brisbane
A Level 4, 283 Elizabeth Street BRISBANE QLD 4000 GPO Box 115 BRISBANE QLD 4001 P +617 3113 5000 E [email protected]
Adelaide
A Suite 4, Level 1, 136 The Parade PO Box 3421 NORWOOD SA 5067 P +618 8334 3600 E [email protected]
Townsville
A Level 1, 25 Sturt Street PO Box 1064 TOWNSVILLE QLD 4810 P +617 4722 2765 E [email protected]
Sydney
A Level 6, 15 Help Street CHATSWOOD NSW 2067 PO Box 5254 WEST CHATSWOOD NSW 1515 P +612 8448 1800 E [email protected]
Canberra
A Tower A, Level 5, 7 London Circuit Canberra ACT 2600 P +612 6243 4826 E [email protected]
Gold Coast
A Level 9, Corporate Centre 2 Box 37, 1 Corporate Court BUNDALL QLD 4217 P +617 5510 4800 F +617 5510 4814 E [email protected]
Perth
A Level 27, 44 St Georges Terrace PERTH WA 6000 P +618 6361 4634 E [email protected]
www.gta.com.au www.gta.com.au
