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7. Volume 4 - Traffic Impac Assessment
Attached to the e-mail MCU16/0084 & OPW16/0157 Development Application - Traffic Impact Assessment & Stormwater Management Plan (email 3 of 3).
DATE
CONTACT
13 July, 2016
TOBY GILMOUR
Noosa Energy Centre - 140 -142 Eumundi-Noosa Rd, Noosa
Traffic Impact Assessment
For Denmac Nominees Pty Ltd
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Page 2
TABLE OF CONTENTS
1.0 INTRODUCTION 1
2.0 CONTEXT OF DEVELOPMENT SITE 2
2.1 DEVELOPMENT SITE 2
2.2 ADJACENT ROAD NETWORK 2
2.3 ACTIVE TRANSPORT FACILITIES 3
2.4 PUBLIC TRANSPORT SERVICES 4
3.0 DETAILS OF PROPOSED DEVELOPMENT 5
3.1 PROPOSED DEVELOPMENT 5
3.2 CAR PARK REQUIREMENTS 5
3.3 INTERNAL DESIGN 6
3.4 ACCESS ARRANGEMENTS 6
3.5 SERVICING ARRANGEMENTS 7
4.0 IMPACT ASSESSMENT 8
5.0 SUMMARY 9
APPENDIX A
SITE LAYOUT PLANS
APPENDIX B
ONSITE QUEUING
APPENDIX C
SERVICE VEHICLE SWEPT PATHS
APPENDIX D
DRIVEWAYS AND CARPARKING CODE
Ref: B16239TR001_revB -i- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 3
Revision Date Description Author Verifier Approver
A 27/06/2016 Draft J Cavalli T Gilmour T Gilmour
B 13/07/2016 Final J Cavalli T Gilmour T Gilmour
Ref: B16239TR001_revB - ii - Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 4
1.0 INTRODUCTION
This traffic impact assessment report has been prepared on behalf of Denmac Nominees Pty Ltd
for the proposed development of an energy centre located at 140 -142 Eumundi-Noosa Road in
Noosa. The site is formally described as lot 2 on RP173876 and hereon will be referred to as ‘the
site’.
The development site consists of a service station with seven bowsers, one charging station and
a food outlet. It is proposed to provide customer entry and exit access via Eumundi-Noosa Road
and retain the existing crossover at the rear of the site onto Project Avenue for staff parking only.
The proposed site layout, prepared by Thomson Adsett, has been included in Appendix A.
This traffic impact assessment report has been undertaken to assess the car park provisions,
access requirements and the impact on the external road network of the proposed development.
The report has been compiled in a clear and concise manner and is set out as follows:
Section 2 provides an assessment of the development context including the existing land use
and traffic arrangements.
Section 3 provides details of the proposed development including car parking requirements,
access and internal manoeuvring arrangements.
Section 4 contains a high level assessment of the potential traffic impacts of the development on
the external road.
Section 5 summarises the key outcomes of the traffic impact assessment.
The Noosa Shire Council Engineering Works Code – Driveways and Carparking Code is included
in Appendix D.
This report has been prepared on behalf of and exclusive use of the Client, and is subject to and
issued in connection with the provisions of the agreement between Lambert & Rehbein and the
Client. Lambert & Rehbein accepts no liability or responsibility whatsoever for or in respect of any
use of or reliance upon this report by any third party.
Ref: B16239TR001_revB -1- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 5
2.0 CONTEXT OF DEVELOPMENT SITE
This section of the report describes the context of the proposed development and includes a
description of the existing road network, adjacent land uses, and existing public transport facilities
servicing the site.
2.1 DEVELOPMENT SITE
The proposed development site is located at 140 -142 Eumundi-Noosa Road, Noosa, and is also
described as lot 2 on RP173876. Figure 2-1 below shows the proposed development site in the
context of the surrounding road network and the linkages to the external network. The site is
occupied by a number of commercial businesses, which currently includes an Autopro Parts
Professional and a snack bar. The site currently has two driveways fronting Eumundi-Noosa
Road with one driveway providing access to the back of house via Project Avenue. It was
observed that the surrounding land uses are primarily commercial.
Development Site
Figure 2-1 Proposed Development Site
Source: www.maps.google.com.au
2.2 ADJACENT ROAD NETWORK
Inspection of the land use, road condition, intersection characteristics, public transport facilities,
pedestrian access, and cyclist provisions surrounding the proposed development site was
undertaken. This was completed to collect information about the road network operation, safety
characteristics, public transport network and specific network / land-use factors potentially of
influence to the proposed development.
Ref: B16239TR001_revB -2- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 6
The proposed customer access for the site is to be located on Eumundi-Noosa Road which is an
arterial road under the jurisdiction of Noosa Shire Council. The road is the primary connection
through to Noosaville to the east. Eumundi-Noosa Road was observed to have the following
characteristics at the site frontage;
Four way, two lane road;
Median divided;
Posted speed limit of 60km/h;
Kerb-to-kerb width of approximately 18m;
Footpaths provided on both sides;
Dedicated bicycle lane on the eastern side and a bicycle awareness zone on the western
side; and
Kerb and channel on both sides.
The property fronts Project Avenue to the west and currently provides access to the back of
house area and staff parking. Project Avenue was observed to have the following characteristics;
Two way, two lane road;
Unmarked;
No posted speed limit, assumed 50Km/h;
Kerb-to-kerb width of approximately 12.5m; and
Kerb and channel.
Eumundi-Noosa Road intersects with Eeenie Creek Road at a two lane, four legs roundabout
100m to the south and with Venture Drive at a two lane, four legs roundabout 100m to the north.
These roundabouts currently facilitate U-turns for vehicles approaching the site from the north
and vehicles exiting the site to south. Both roundabouts are similar in design and were observed
to have the following characteristics;
Two lane approach and exit from Eumundi-Noosa Road;
Median divided approach and exit;
Two circulation lanes; and
Centreline line markings;
2.3 ACTIVE TRANSPORT FACILITIES
A concrete footpath is provided at the site frontage of Eumundi-Noosa Road and provides
connectivity in all directions as displayed in the Pedestrian and Cycle Network Map shown in
Appendix C. On-road cyclist facilities are also available along Eumundi-Noosa Road with a
dedicated bicycle lane provided along the eastern side and a bicycle awareness zone on the
western side.
Ref: B16239TR001_revB -3- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 7
2.4 PUBLIC TRANSPORT SERVICES
Existing bus services currently operate along the site frontage with two stops within approximately
350m from the site as shown in Figure 2-2. These bus stops are serviced by 629 and 630 bus
routes which operate between Noosa Heads, Nambour and other intermediate locations.
Figure 2-2 Bus Network
Ref: B16239TR001_revB -4- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 8
3.0 DETAILS OF PROPOSED DEVELOPMENT
This section of the report describes the nature of the proposed development, provides a review of
the proposed access, car park provision and includes an assessment of the internal circulation
and servicing arrangement.
3.1 PROPOSED DEVELOPMENT
The proposed development consists of a service station (200m2 GFA) with seven bowsers, one
charging station and a food outlet (90m2 GFA) to be located at 140 -142 Eumundi-Noosa Road in
Noosaville. The site encompasses an area of 2,428m2 and is currently occupied by commercial
businesses. The proposed site layout is displayed in the drawings prepared by Thomson Adsett
included in Appendix A.
The proposed site plan includes two customer driveways fronting Eumundi-Noosa Road, one
being entry only and the other exit only. It is also proposed that an additional driveway be
provided for staff access at the rear of the lot fronting Project Avenue.
3.2 CAR PARK REQUIREMENTS
Table 14-51 —Minimum vehicle parking requirements of the Noosa Plan Driveways and Car
parking Code outlines the parking requirement for site usage such as the development. These
rates and requirements are outlined in Table 3-1.
Table 3-1 Parking Requirements
Use Parking Rate Required Number Minimum Parking Required
Development Parking
Service Station / Shop 1 space per 20m2 GFA 200m2 10
Food Outlet 1 space per 10m2 GFA 90m2 9
Total Minimum Parking Requirement 19
The total parking requirement is calculated to be 19 car parking spaces. The development
proposes to provide a total of 19 car parks, which includes four staff car parks accessed via
Project Avenue, which complies with requirements as stated in the Noosa Plan Driveways and
Car parking Code and therefore it is considered that the parking provided will adequately cater for
the site.
In accordance with the Building Code of Australia (BCA), PWD car parks must be allocated at a
rate of 1 space per 50 car parks. The development site provides one dedicated PWD spaces,
which satisfies BCA requirements.
Ref: B16239TR001_revB -5- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 9
3.3 INTERNAL DESIGN
The proposed design features for the car park layout (as shown by the Thomson Adsett drawings,
in Appendix A) are in accordance with the requirements of AS2890.1, including the following key
items:
For a development site with less than 100 car parks a minimum provision of two queuing
vehicles is required; and
Car park (Class 3) bay sizes are 5.4 metres x 2.6 metres and disable allocated bay sizes
are 5.4 metres x 2.6 metres with an associated “shared zone” 2.4m in width.
The internal arrangement of the site with regards to the parking layout has also been designed to
accommodate the manoeuvring of a 19m B-Double (fuel tanker) as well as a 12.5m heavy rigid
vehicle, which is further discussed in Section 3.5.
The fuel bowsers are considered to be sufficiently separated from the site access to ensure all
queuing occurs onsite. The site layout will allow for each bowser to be accessible, whilst
accommodating one vehicle to queue behind the vehicle at each bowser without impacting on
accessibility to the car park, as demonstrated in Appendix B. The circulation provisions within
the site are considered to allow vehicles to enter with minimal conflicts, reducing the opportunity
for queuing back onto Eumundi-Noosa Road.
3.4 ACCESS ARRANGEMENTS
The proposed site plan includes a two driveways onto Eumundi-Noosa Road, one being entry
only and the other exit only. It is also proposed that an additional driveway be provided for staff
access only at the rear of the lot fronting Project Avenue.
All public traffic will enter the site via the left in-entry only driveway when travelling north on
Eumundi-Noosa Road and exit via the left out-exit only driveway to the north on Eumundi-Noosa
Road. The adjacent roundabouts, located approximately 100m to the north and south of the site,
will provide U-turn facilities for traffic entering the site from the north or exiting the site to the
south.
The proposed left turn entry and exit only driveways have been designed to accommodate the
swept paths of the 19m B-double fuel tanker, used to service the site, which are demonstrated in
Appendix C.
The proposed staff entrance driveway is to be provided generally in the same location and in
accordance with the current provisions. The access would facilitate parking for four staff car parks
only, which is consistent with adjacent developments with Eumundi-Noosa Road frontage.
Ref: B16239TR001_revB -6- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 10
3.5 SERVICING ARRANGEMENTS
The proposed site is to primarily be serviced by a 19m B-Double for fuel deliveries and serviced
by a heavy rigid vehicle (HRV) for the service station and food outlet stock deliveries and refuse
collection. A loading bay has been provided for the service station and for the food outlet to
accommodate delivery vehicles and refuse collection vehicles.
A swept path assessment has been undertaken to demonstrate the manoeuvrability of a 19m
B-Double entering the site from Eumundi-Noosa Road, stopping to access the refuelling points,
and then exit the site in a forward gear via Eumundi-Noosa Road. The swept path assessment
has been included in Appendix C. The B-Double is anticipated to service the site infrequently
and will operate outside the peak times; therefore is expected to have a minimal impact on the
operation of the service station.
A swept path assessment demonstrating the movement of a heavy rigid vehicle servicing the
service station and food outlet has been provided in Appendix C.
As such, it is considered that the proposed service station has been designed to accommodate all
aspects of the day-to-day operation of the development, including minimising the impact that
service vehicles would have on the accessibility for other vehicles.
Ref: B16239TR001_revB -7- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 11
4.0 IMPACT ASSESSMENT
Appendix 3A of the TMR Road Planning and Design Manual (RPDM) suggests that service
stations with a convenience store can generate 66 trips per hour per 100m2 GFA and that a small
food outlet can generate up to 12 trips per hour per 100m2 GFA. Utilising these rates, the traffic
generation associated with the subject land is estimated conservatively, as shown below.
Table 4-1 Traffic Generation
Total Traffic Generated
Traffic Generation Rate GFA
(Rounded Up)
Traffic Generation
Service station with a 66 trips per hour per 100m2
200 132
convenience store GFA
Small food outlet 12 trips per hour per 100m2 90 11
TOTAL 143
As summarised in Table 4-1, an hourly peak generation of 143 vehicles has been assumed to
access the proposed development. It is generally accepted that there is a significant level of
“drop-in” or multi-purpose trips associated with service station developments. Given the location
of the site on a major arterial road it is considered reasonable to assume a “drop-in” rate of up
90% in the peak hours.
Therefore, it is estimated that the site will generate a total of 25 new vehicles per hour, including
14 trips per hour for the service station and 11 trips per hour for the food outlet shall be adopted.
Furthermore, as discussed in Section 2.1, the site is occupied by a number of commercial
businesses, which currently includes an Autopro Parts Professional and a snack bar. The total
commercial area is approximately 600m2 which currently generates traffic to and from Eumundi-
Noosa Road.
The amount of new traffic generated by the development is considered to be negligible based on
a high proportion of drop in trips associated with the service station use and existing traffic
generated by the site and it is assumed that the development will have an insignificant impact on
the operation of the external road network. Furthermore the location of a roundabout to the north
and the south of the proposed site are expected to facilitate any U-turn traffic with southbound
traffic travelling to and from the site. No further analysis on the external network is required.
Ref: B16239TR001_revB -8- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 12
5.0 SUMMARY
This traffic impact assessment report has been prepared on behalf of Denmac Nominees Pty Ltd
for the proposed development of an energy centre located at 140 -142 Eumundi-Noosa Road in
Noosa. The site is formally described as lot 2 on RP173876.
The development site consists of a service station with seven bowsers, one charging station and
a food outlet. It is proposed to provide customer entry and exit access via Eumundi-Noosa Road
and retain the existing crossover at the rear of the site onto Project Avenue for staff parking only.
The proposed site layout, prepared by Thomson Adsett, has been included in Appendix A.
The total parking requirement is calculated to be 19 car parking spaces. The development
proposes to provide a total of 19 car parks, which includes four staff car parks accessed via
Project Avenue, which complies with requirements as stated in the Noosa Plan Driveways and
Car parking Code and therefore it is considered that the parking provided will adequately cater for
the site.
The proposed site plan includes a two driveways onto Eumundi-Noosa Road, one being entry
only and the other exit only. It is also proposed that an additional driveway be provided for staff
access only at the rear of the lot fronting Project Avenue. It is considered that the proposed
development access provisions can adequately accommodate the site turnover and that the site
contains sufficient car parking that is designed in accordance with the Noosa Plan Driveways and
Car parking Code.
The proposed site is to primarily be serviced by a 19m B-Double for fuel deliveries and serviced
by a heavy rigid vehicle (HRV) for the service station and food outlet stock deliveries and refuse
collection. The proposed left turn entry and exit only driveways have been designed to
accommodate the swept paths of the 19m B-double fuel tanker, used to service the site, which
are demonstrated in Appendix C.
The potential impact of the proposed development on the external road network has been
assessed in this report. The result of the assessment demonstrates that the relatively low volume
of development generated traffic should have negligible impact on the operation of the
surrounding road network.
No traffic and transport engineering matters have been identified that should preclude approval of
the proposed residential development at this location.
Ref: B16239TR001_revB -9- Noosa Energy Centre - 140 -142 Eumundi-
Noosa Rd, Noosa
Page 13
APPENDIX A SITE LAYOUT PLANS [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX A SITE LAYOUT PLANS
Page 14
DEVELOPMENT SCHEDULE
GFA CAR RATIO CARS REQ'D
SERVICE STATION & SHOP 200m² 1 / 20 10
FOOD OUTLET 90m² 1 / 10 9 Telephone +61 7 3840 9999
TOTAL GFA 290m² TOTAL 19 [email protected]
TOTAL SITE AREA 2423m² 128 Robertson Street
Fortitude Valley
Qld 4006 Australia
CARS 18 thomsonadsett.com
DISABLED SPACES 1 © Copyright
These drawings and designs and the copyright
TOTAL CARS 19 therof are the property of Thomson Adsett Pty
Ltd and must not be used, retained or copied
without written permission of Thomson Adsett
Pty Ltd. ABN 76 105 314 654 Trading as
ThomsonAdsett. Dimensions take precedence
over scaling. Do not measure off drawings as
print sizes may vary
LANDSCAPING
TREE REMOVED
LANDSCAPING TO 202m²
DEVELOPMENT SITE
NOOSA ENERGY
% OF DEVELOPMENT 8%
CENTRE
SITE COVERAGE TREE RETAINED
140-142 EUMUNDI - NOOSA RAOD,
NOOSAVILLE, QLD 4566
for
DENMAC NOMINEES PTY LTD
6000 10280 2690 5400 9000 8000 12510 5400 1030
730 840 BATTEN SCREEN
660
RL4.67 RL6.16 STAIRS TO LOWER LEVEL SITE BOUNDARY RL9.96
1260
2
DA04 2
11 1040
7870
1 EXISTING BUILDING TO
BE REMOVED
12000
FOOD OUTLET
90m2
6350
BIKE RACKS UNDER
740
4No. STAFF
SERVICES
CAR PARKS 12470
8800
RL10.50 EXIT
ROOF OVER
RL10.40
RL10.35 AIR &
WATER
DA03 4 ELECTRIC
ACCESSIBLE
CHARGE
CAR PARK BIKE FIX
RL6.00
STATION
8660
2
FUEL CANOPY OVER
RL8.56 2 DA03 1 DA03
3000
EXISTING SERVICE
STATION AND
TRANSFORMER 720 SHOP 200m2
7 12/07/2016 UPDATE MH
2 PHOTOVOLTAIC 6 08/07/2016 UPDATE MH
10500 RL10.70
6 5 28/06/2016 UPDATE MH
PANELS PYLON 4 16/06/2016 UPDATE MH
RL10.50 SIGN DA03
P:\RET\16.0122.17 - NOOSA ENERGY CENTRE\2_Design\9_Revit\16.0122.17 Noosa Energy Centre.rvt
RAIN WATER TANKS 3 15/06/2016 PRELIMINARY ISSUE MH
2 14/06/2016 UPDATE MH
1 13/06/2016 PRELIMINARY ISSUE MH
ENTRY rev date details init.
RL10.50
SITE BOUNDARY
drawn date
MH JUNE 2016
checked date
TH JUNE 2016
5600
REFUSE 2 verified date
SB JUNE 2016
DA04
RL6.73 RL7.37 scale
SITE BOUNDARY 10560 RL11.10
0 1.0 2 3 5m
SITE LOCATION PLAN
scale project no.
12/07/2016 2:28:05 PM
As indicated 16.0122.17
sheet no. revision
DA02 7
original sheet size - A1 (594mm x 841mm)
Page 15
APPENDIX B ONSITE QUEUING [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX B ONSITE QUEUING
Page 16
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Page 17
APPENDIX C SERVICE VEHICLE SWEPT PATHS [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX C SERVICE VEHICLE SWEPT PATHS
Page 18
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Page 19
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Page 20
APPENDIX D DRIVEWAYS AND CARPARKING CODE [OCR of page images] ENGINEERS + MANAGERS + SCIENTISTS i LAMBERT & REHBEIN APPENDIX D DRIVEWAYS AND CARPARKING CODE
Page 21
A.1 ENGINEERING WORKS CODE – DRIVEWAYS AND
CARPARKING CODE
SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
14. 113 General
O1 Vehicular access does not S1.1 Vehicular access is located O1 Complies
adversely impact on safety, and designed in accordance with
capacity and operations of the AUSTROADS-Guide to Traffic Refer to Traffic Report, prepared by
existing or planned road network, Engineering Practice requirements Lambert & Rehbein,
the proposed driveway, for sight distance and Section 3 of B16239TR001_revA.
cycleways or pedestrian pathway AS2890.1 Parking Facilities;
systems.
AND
S1.2 Only one footpath crossing is
provided;
AND
S1.3 Driveways, other than within
any setback have a maximum grade
in accordance with Section 3 of
AS/NZS 2890.1
O2 Driveways and crossovers— S2.1 Design of the driveway across O2 Complies
the footpath is in accordance with
a) are suitable and safe for their Council’s Standard Drawings 9002 The proposed access has been
intended use; and or 9005 as appropriate for the designed to accommodate the
particular type of development as swept path of a 19m B-Double and
b) match Council infrastructure. HRV design vehicles and more than
annotated on the drawings;
adequately accommodate the
AND quantum and turnover of vehicle
movements.
S2.2 Driveways are designed and
constructed in accordance with
Council Standard Drawings 9014,
9019, 9020, 9021, as appropriate
for the particular type of
development as annotated on the
drawings;
AND
S2.3 The change in grades in the
driveways and ramps is in
accordance with Section 3 of
AS2890.1 Parking Facilities
.
Page 22
SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
O3 In commercial zoned areas, the S3.1 Design of multi-tenanted O3 Complies
number of driveways across developments in commercial zoned
pedestrian footpaths is minimised. areas include shared driveways and The proposed development
parking areas; incorporates separated access
egress driveway crossovers. The
AND proposed access arrangement is a
reduction of the current layout of
S3.2 Driveways are located so they two two-way driveways.
abut existing driveways of adjoining
development where practicable and
reciprocal easements are created to
reduce the sealed driveway width.
O4 Vehicular access does not S4.1 Footpath and kerb crossings O4 & O5 Complies
adversely impact on the capacity, are located clear of existing
operations and maintenance of the stormwater inlet structures, water The proposed access has been
existing infrastructure; and sewerage infrastructure fittings, designed to minimise the impact on
any other exiting utility existing infrastructure and the local
AND infrastructure, existing landscaping street scape.
and vegetation.
O5 Vehicular access does not
adversely impact on the integrity of S5.1 No solution provided
existing landscaping or native
vegetation
O6 S6.1 For— Refer to Civil Engineering Report.
Driveway run-off is filtered prior to a) Ancillary dwelling unit, Multiple
leaving the premises housing Types 1 or 2 if less than 5
carparking spaces, Visitor
accommodation Type1 and Home-
based business Type 3—the
driveway is formed to drain to
landscaped areas; and
b) for other uses—grease and oil
arrestors or stormwater quality
improvement devices are
incorporated into the design to treat
run-off prior to run-off exiting from
the premises.
Table 14-50 — Carparking and manoeuvring
14.114 Carpark design and layout
O7 Sufficient carparking is provided S7.1 The number of parking and O7 Complies
to accommodate the number and loading bays is not less than the
type of vehicles likely to be minimum number specified in Table The proposed development
generated by the development 14-51 Vehicle Parking provides 19 car parks and therefore
the parking arrangement generally
Page 23
SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
having regard to the specifics of the Requirements; complies with the requirements of
use including— Noosa Plan Driveways and Car
Parking Code.
a) the type and intensity of land use;
b) any existing parking available on
the site;
c) hours of operation;
d) likely numbers of users;
e) the peak parking demand periods
of uses on the site; and
f)the availability of alternative
carparking
O8 The layout of the development S8.1 Parking bays, manoeuvring O8 Complies
provides adequate, clearly defined areas, queuing areas, loading,
and easily accessible— setdown and pickup areas and Generally complies with the Noosa
driveways are designed to the Plan Driveways and Car Parking
a) on-site vehicle parking and standards set out in Sections 2 and Code and AS 2890.1. Performance
manoeuvring areas; and 3 of Australian Standard AS outcomes are discussed in the
2890.1Parking Facilities (Part 1: Off- Traffic Report, prepared by Lambert
b) loading and manoeuvring areas
street Carparking)and AS 2890.2 – & Rehbein, B16239TR001_revA.
for delivery and service vehicles
Off-street Parking (Part 2:
Commercial Vehicles);
AND
S8.2 The number of loading bays is
not less than the minimum number
specified in Table 14-51.
O9 Parking areas are located where S9.1 Carparking areas are O9 Complies
they will not unduly conflict with accessed from rear laneways where
pedestrians and will not dominate practicable The proposed access has been
the streetscape. designed to minimise the impact on
pedestrians and the local street
scape.
O10 Provision is made for a S10.1 Carparking spaces are O10 Complies
reasonable number of on site provided for people with disabilities
carparking spaces identified and at the rate specified in Section 2.4.5 The proposed development
reserved for people with disabilities. of AS 2890.1 –Parking Facilities provides the one disabled car park,
(Part 1: Off-street Carparking) included within the 19 car parks
which complies with the Building
Code of Australia
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
O11 Access and egress points do S11.1 Vehicle manoeuvring areas O11 Complies
not impact on the safety and are provided in accordance with
operations of the road system. Section 3 of AS 2890.1 Parking The proposed access has been
Facilities (Part 1: Off-street designed to accommodate the
Carparking) so vehicles enter and swept path of a 19m B-Double and
leave the site in a forward gear. HRV design vehicles in a safe
manner as discussed in the Traffic
Report, prepared by Lambert &
Rehbein, B16239TR001_revA.
O12 Parking areas are designed to- S12.1 At locations where pedestrian O12, O13, O14 and O15 Complies
and vehicle conflicts are likely to
a) provide a progressive reduction occur – Refer to Traffic Report, prepared by
in speed between the external road Lambert & Rehbein,
and internal parking spaces; a) sight distances of at least 2.5 B16239TR001_revA.
seconds of travel time at the
b) ensure lower speeds near areas designated speed are provided;
of high pedestrian activity through
the use of appropriate road b) splayed corners on structures are
geometry or devices designed to incorporated;
limit speed; and
c) landscaping is designed to allow
c) maintain sight distances which clear views;
are appropriate for the likely
operating speeds in all areas of d) sign placement ensures that
potential pedestrian/vehicle and views are not impeded;
vehicle/vehicle conflict;
S13.1 In large open car parks with
O13 A clearly defined pedestrian greater than 200 car parking
network is provided that – spaces, a pedestrian path between
parking spaces is provided on every
a) is located in areas where people second aisle;
will choose to walk;
S14.1 No probable solution
b) ensures that pedestrian identified;
movement through car parking
areas or structures are along aisles S15.1 Lighting is provided in
rather than across them; accordance with Australian
Standard 1158.1:1997 - Road
O14 Provision is made for Lighting - Vehicular Traffic
pedestrian and vehicular queues at (Category V) Lighting -Performance
conflict points; Installation and Design
Requirements.
O15 Parking areas are lit to provide
security for night-time users.
O16 In mixed use areas of Business S16.1 Resident carparking is limited NA
centres residents do not compete to one space per dwelling unit or
with customers for carparking accommodation unit.
spaces.
AND S16.2 Resident carparking is
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
not located in the road reserve or
between the residential or business
building and the principal street
frontage.
O17 Car parking areas are No solution provided Refer to Civil Engineering Report.
landscaped to—
a) provide shade;
b) maximise infiltration of
stormwater run-off;
c) define parking areas;
d) reduce direct visibility of car
parking areas from external
viewpoints;
e) soften views of hardstand areas
O18 Development with the potential No solution provided NA
to generate significant traffic and
parking impacts gives appropriate
consideration to transport and land
use issues
Motor Cycles & Motor Scooters
O19 Designated Motor cycle or S19.1 For Commercial businesses, Alternate solution
motor scooter parking spaces Entertainment & dining business,
reduce the reliance on cars. Industrial business Types 1 and 2, It is proposed that motorcycles can
Retail business Types 2, 4, 5, 6 and utilise the provided car parks to
7, Education Types 1 and 2, Open allow flexibility of use on site.
Space, Wellbeing Uses and
Transport Types 1, 2, 3 and 4 motor
cycle parking spaces accord with
Planning Scheme Policy
PSP26Motor Cycle & Motor Scooter
Parking
O20 Carparks are designed to S20.1 Grease and oil arrestors or Refer to Civil Engineering Report.
ensure run-off is treated to remove stormwater quality improvement
pollutants prior to leaving the devices are incorporated into the
premises. design to treat run-off prior to it
leaving the premises.
O21 Carparking areas are designed No solution provided Refer to Civil Engineering Report.
to ensure drainage without the use
of pumps or other electrical
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SPECIFIC OUTCOMES PROBABLE SOLUTIONS RESPONSE
apparatus
O22 Site layout and building design S22.1 Below ground components of Refer to Civil Engineering Report.
provides for soft landscaping to be buildings, including car parks, do
established. not extend beyond the above
ground footprint to allow for the
provision of landscaping, particularly
within building setbacks
Education Types 1, 2 or 3
O23 Carparking and setdown areas S23.1 Paved setdown areas are NA
are designed and located to provided within the site;
facilitate their safe and efficient use.
AND
S23.2 For a minimum of 50% of
carparking spaces, pedestrian
access to buildings is not across or
through driveways, carparks,
setdown or manoeuvring areas;
AND
S23.3 Carparking and setdown
areas are visible from off-site.