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Appendix C - Traffic + Carparking - 6-10 Diamond Street Cooroy - 21.12.18
Attached to the e-mail Commercial Business Type 1 Office, Retail Business Type 2 Shop & Salon & Multiple Housing Type 4 Conventional - 4 units (Traffic & Car Parking Report) - MCU19/0001.
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Appendix C – Traffic + Carparking Material Change of Use and Reconfiguration of a Lot to establish a Mixed Use Precinct including 5 x Business Type 1 Offices, 1 x Retail Business Type 2 Shop & Salon, and 4 x Multiple Housing Type 4 Units (Small Dwelling Units) 6-10 Diamond Street, COOROY described as Lots 703, 704 and 705 on C 5602 Applicant: Heritage Motel Investments Pty Ltd Date: 21st December 2018 Unit 5, 100 Pickering Street, Enoggera 1
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Page 2
PA6-L
Our reference: 1807-6288 SPL
Your reference: n/a
24 December 2018
RG Strategic
PO Box 399
Carina QLD 4152
[email protected]
Attention: Beth Meehan
Dear Madam
Pre-lodgement advice
Thank you for your correspondence received on 26 October 2018 in which you sought pre-lodgement
advice from the Department of State Development, Manufacturing, Infrastructure and Planning (DSDMIP)
regarding the proposed development described below.
Reference information
Departmental role: Referral agency
Departmental jurisdiction: State-controlled roads
Location details
Street address: 6-10 Diamond Street, Cooroy
Real property description: Lots 703, 704 and 705 on C5602
Local government area: Noosa Shire Council
Details of proposal
Development type: Material change of use
Development description: The proposal is for a small supermarket with access from Diamond
Street (a State-controlled road)
The applicant previously requested written advice on 13 July 2018
Relevant site history: regarding:
possibility of full turns at Diamond Street access, turn lanes
South East Queensland (North) regional
office
Mike Ahern Building, Level 3, 12 First
Avenue, Maroochydore
Page 1 of 3 PO Box 1129, Maroochydore QLD 4558
Page 3
1807-6288 SPL
required
potential for access via Diamond Lane
DTMR plans for road upgrades in the vicinity of the site,
including intersection of Diamond Street / Elm Street
any land dedication requirements
appropriate growth rate for assessment of future year
scenarios.
SARA provided pre-lodgement advice on the above matters on 30
July 2018.
Details of current request On 29 October 2018, the applicant provided a further concept plan for
SARA’s review and requested advice on the following:
technical assessment of the updated the site layout and
access strategy
proposal to utilise a left-in / left-out crossover in approximately
the location of the existing access.
Supporting information
Drawing/report title Prepared by Date Reference no. Version/issue
Site Concept Plan Verve Building Design 23 October 18043-SK04 P2
Option 4 Co. 2018
DSDMIP has carried out a review of the information provided and the impacts of the proposal. The
following advice outlines the matters of interest to the department and matters that should be addressed
if you lodge your development application with the assessment manager
Item Advice
Diamond Street Access
1. The revised left-in/left-out at the proposed access location is acceptable.
Right turn movements into the site would need to be physically restricted at the access
driveway.
At formal lodgement the applicant would be required to demonstrate that the proposed
development can comply with PO15-PO17 & PO20-PO22, State Development
Assessment Provisions (SDAP). - State Code 1 – Development in a state-controlled
road environment. The applicant is requested to provide a Traffic Impact Assessment
which addresses but is not limited to analysis of Diamond St/Elm street intersection
and to demonstrate that the proposed development does not create a safety hazard or
worsening of operating conditions.
The Traffic Impact Assessment is required to be certified by an RPEQ and be
submitted in accordance with the Department of Transport and Main Roads’ Guide to
Traffic Impact Assessment (GTIA).
The Traffic Impact Assessment, will need to consider the current Diamond St/Elm
street intersection arrangements at the time of formal lodgement.
General Advice
2. A formal development application should demonstrate compliance with the performance
outcomes and acceptable outcomes of the relevant SDAP module. The department
Department of State Development, Manufacturing, Infrastructure and Planning Page 2 of 3
Page 4
1807-6288 SPL
recommends the following be submitted with the application at formal lodgement:
An assessment against the SDAP State code 1
An RPEQ certified Stormwater Management Plan
An RPEQ certified Traffic Impact Assessment
The SDAP are available at:
https://planning.dsdmip.qld.gov.au/planning/better-development/the-development-assessment-
process/the-states-role/state-development-assessment-provisions
Further guidance on what information needs to be supplied with a formal development
application can be obtained from the Department of Transport and Main Roads’ State
Development Assessment Provisions (SDAP) Supporting Information available at
https://www.tmr.qld.gov.au/Community-and-environment/Planning-and-development/Planning-
and-development-assessment-under-the-Planning-Act/Assessable-development
This pre-lodgement advice does not constitute an approval or an endorsement that the department
supports the development proposal. Additional information may be required to allow the department to
properly assess the development proposal when a formal application has been lodged.
For further information please contact Jamaica Hewston, Principal Planning Officer, on (07) 5352 9718 or
via email [email protected] who will be pleased to assist.
Yours sincerely
Andrew Foley
Manager
Department of State Development, Manufacturing, Infrastructure and Planning Page 3 of 3
Page 5
TRAFFIC ENGINEERING
ASSESSMENT REPORT
PROPOSED MIXED USE DEVELOPMENT
6 – 10 DIAMOND STREET,
COOROY
www.bmctraffic.com.au
Page 6
Table of Contents
1 Introduction ............................................................................................................................................... 1
1.1 Purpose of this Report ....................................................................................................................... 1
1.2 Background and Site Context ............................................................................................................ 1
1.3 Preliminary Advice from DTMR ......................................................................................................... 2
2 Development Proposal .............................................................................................................................. 3
3 Car Parking Assessment............................................................................................................................. 4
3.1 Council Requirements ....................................................................................................................... 4
3.2 Suitability of Car Parking Provision.................................................................................................... 4
4 Traffic Impact Assessment......................................................................................................................... 5
4.1 Background Traffic Volumes .............................................................................................................. 5
4.2 Development Traffic Generation ....................................................................................................... 7
4.3 Design Traffic Volumes ...................................................................................................................... 9
4.4 Assessment of Impacts .................................................................................................................... 11
4.5 Left‐In / Left‐Out Routing Impacts................................................................................................... 14
5 Assessment of Site Layout ....................................................................................................................... 15
5.1 Car Parking ....................................................................................................................................... 15
5.2 Gradients ......................................................................................................................................... 15
5.3 Servicing........................................................................................................................................... 16
5.4 Vehicle Access.................................................................................................................................. 16
5.5 Pedestrian Access ............................................................................................................................ 16
5.6 Bicycle Parking ................................................................................................................................. 17
6 Safety Impacts ......................................................................................................................................... 18
6.1 Operation of Site Access .................................................................................................................. 18
6.2 Sight Lines ........................................................................................................................................ 18
7 Conclusions .............................................................................................................................................. 19
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
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APPENDICES A Proposed Development Plans B Upgrade Plans, Diamond Street / Elm Street C Code Response Table D Traffic Volumes E SIDRA Results F Swept Path Assessments DOCUMENT CONTROL 6 December 2018 Beth Meehan Traffic Engineer BE(Civil)(Hons), RPEQ #8373, MAITPM www.bmctraffic.com.au TOC 2 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
Page 8
CERTIFICATION OF TRAFFIC IMPACT ASSESSMENT REPORT
REGISTERED PROFESSIONAL ENGINEER QUEENSLAND
For
10 Diamond Street, Cooroy
As a professional engineer registered by the Board of Professional Engineers of Queensland pursuant to the
Professional Engineers Act 2002 as competent in my areas of nominated expertise, I understand and recognise:
the significant role of engineering as a profession, and that
the community has a legitimate expectation that my certification affixed to this engineering work can be trusted,
and that
I am responsible for ensuring its preparation has satisfied all necessary standards, conduct and contemporary
practice.
As the responsible RPEQ, I certify:
i. I am satisfied that all submitted components comprising this traffic impact assessment, listed in the following
table, have been completed in accordance with the Guide to Traffic Impact Assessment published by the
Queensland Department of Transport and Main Roads and using sound engineering principles, and
ii. where specialised areas of work have not been under my direct supervision, I have reviewed the outcomes of the
work and consider the work and its outcomes as suitable for the purposes of this traffic impact assessment, and
that
iii. the outcomes of this traffic impact assessment are a true reflection of results of assessment, and that
iv. I believe the strategies recommended for mitigating impacts by this traffic impact assessment, embrace
contemporary practice initiatives and will deliver the desired outcomes.
Name: Beth Meehan RPEQ No: 8373
RPEQ competencies: Civil Engineering (Traffic)
Signature: Date: 6 December 2018
Postal address: PO Box 399, CARINA QLD 4152
Email: [email protected]
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6 December 2018
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1 Introduction
1.1 Purpose of this Report
This report provides details of an assessment of the car parking and transport impacts of a proposed
Mixed Use development, including commercial, food and drink, shop and residential, on land located at
6 – 10 Diamond Street, Cooroy. The subject development includes a total of 44 car parking spaces plus four
(4) motorcycle spaces, with access via an existing, modified, left‐in / left‐out crossover to Diamond Street.
In preparing this report, reference has been made to:
Noosa Council’s PDonline, including mapping and the Driveways and Carparking Code.
Plans of the proposed development prepared by Verve Building Design, with a copy of the relevant
drawing provided at Appendix A to this report.
A concept plan for signalisation of the Diamond Street / Elm Street intersection, prepared by the
Department of Transport and Main Roads and dated November 2018, which has been circulated
for Public Consultation. A copy of this plan is provided at Appendix B to this report.
Traffic surveys undertaken by AusTraffic in November 2018.
An assessment of the proposed development against the requirements of the Driveways and Carparking
Code and relevant State Codes is provided at Appendix C to this report.
1.2 Background and Site Context
Planning permission is sought for the development of land described as Lots 703, 704 and 705 on C5602 for
the purpose of a various commercial and residential uses. This is currently three separate land parcels, with
three crossovers to Diamond Street. The site also abuts Diamond Lane to the south, however there is no
existing access.
The site is located between a newsagent and a Vet, with an automotive repair and retail uses opposite the
site in Diamond Street.
Diamond Street is a State‐controlled road, which provides connectivity between the Bruce Highway and
Noosa and runs through this commercial precinct in Cooroy. It is subject to a 60km/hr speed limit in the
vicinity of the site, and similar to main roads through many regional towns, it provides car parking and
property access. Parallel parking is permitted on the southern side of the carriageway within a marked
parking lane, with rear‐in, angle parking on the northern side of the carriageway.
Diamond Lane is a laneway, with a single lane paved roadway which widens at some locations. There is a
significant table drain on the northern side of the laneway.
Elm Street is located to the west of the site and forms a priority controlled junction with Diamond Street.
Diamond Street traffic is subject to a ‘Stop’ control.
The site and its surrounds are shown on Figure 1.
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Figure 1: Subject Site and Surroundings
Source: NearMap (Image Date Sunday 8 July 2018)
1.3 Preliminary Advice from DTMR
Recognising the site fronts, and gains access, from the State‐controlled road network, preliminary advice
was sought from the Department of Transport and Main Roads (DTMR). That advice, which was provided
on 30 July 2018, included the following:
Access to Diamond Street would be considered, if the access was designed to physically restrict
right turn movements.
There are no land dedication requirements for the site and no current planning available.
A 3% per annum traffic growth rate is appropriate.
A traffic impact assessment is required, to be signed and certified by an RPEQ.
Since the time of that advice, preliminary planning for signalisation of the Diamond Street / Elm Street
intersection has been released for public consultation. This plan is provided at Appendix B to this report.
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2 Development Proposal
The proposal includes a number of uses, as summarise below:
Shop (Convenience Store): 380sq.m.
Commercial (5 tenancies): 317sq.m.
Residential Units, two‐bedroom: 4 units.
To support the proposed development, a total of 44 car parking bays are proposed, including one (1) bay
for Persons With a Disability (PWD). In addition, there are four (4) motorcycle parking bays and bicycle
parking for 6 bicycles.
A service area is proposed to the rear of Tenancy 1. This includes a large central area and a dedicated Small
Rigid Vehicle (SRV) bay.
Access is proposed slightly to the east of centre of the site frontage, approximately at the location of an
existing site access crossover. This crossover is to be widened to 6.5m and modified to support a left‐in /
left‐out access.
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3 Car Parking Assessment
3.1 Council Requirements
The Driveways and Carparking Code outlines car parking requirements for developments in Noosa, with the
following being relevant in this instance:
Shop: 1 space / 20sq.m (up to 100sq.m) +
1 space / 15sq.m (thereafter).
Commercial: 1 space / 20sq.m.
Residential: 1 space / dwelling (2 bedroom) +
1 space / dwelling.
On this basis, Table 3.1 summarises Council’s parking requirement.
Table 3.1: Car Parking Requirement
Use Size Car Parking Rate Car Parking Requirement
Shop 380sq.m 1 space / 20sq.m up to 23.7 spaces
100sqm PLUS
1 space / 15sq.m
thereafter
Commercial 317sq.m 1 space / 20sq.m 15.9 spaces
Residential 4 units 1 space / unit + 4.3 spaces
(2 bedroom) 1 space / 3 units
Total 43.9 spaces
3.2 Suitability of Car Parking Provision
The proposal meets the requirements of the Driveways and Carparking Code, with 44 car and 4 motorcycle
bays provided for the development.
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4 Traffic Impact Assessment
4.1 Background Traffic Volumes
To gain an understanding of existing traffic volumes, turning movement counts were undertaken by
Austraffic on Thursday 15 November 2018. These counts were undertaken at the intersection of Elm Street
/ Diamond Street, at the following times:
7:00am – 9:00am; and
4:00pm – 6:00pm.
The results are provided at Appendix D to this report and the observed peak hours, with corresponding
volumes as shown in Figure 4.1 and Figure 4.2, were:
8:00am – 9:00am; and
4:00pm – 5:00pm.
Figure 4.1: AM Peak Recorded (2018) Figure 4.2: PM Peak Recorded (2018)
Preliminary advice from DTMR indicated that a 3% per annum growth rate (compound) is applicable.
Assuming that the development will be complete in 2020, with a ten‐year design horizon of 2030, the base
AM and PM peak hour movements are shown in Figures 4.3 – 4.6.
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Figure 4.3: AM Peak Base Movements (2020) Figure 4.4: PM Peak Base Movements (2020) Figure 4.5: AM Peak Base Movements (2030) Figure 4.6: PM Peak Base Movements (2030) www.bmctraffic.com.au 6 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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4.2 Development Traffic Generation
This is a relatively small‐scale development, which is not covered by recent information collated in the
Department of Transport and Main Roads’ ‘Traffic Generation Data – 2006 – 2017 (Queensland) Open
Data’. As such, reference has been made to the ‘Guide to Traffic Generating Development’ document,
issued by the Roads and Traffic Authority New South Wales. Reference to this document indicates that the
following peak hour trip generation rates are appropriate:
Shopping Centre:
- Convenience Shop Component: 15.5 trips / 100sq.m / hour in the peak hour.
- Office Component: 2.2 trips / 100sq.m / hour in the peak hour.
Residential: 0.85 trips / unit / hour in the peak hour.
Application of the above rates to the proposed development anticipates peak hour traffic generation for
the proposed uses as per Table 4.1.
Table 4.1: Trip Generation
Use Size Trip Generation Rate Trip Generation (Volume)
Shop 380sq.m 15.5 trips / 100sq.m / hr 58.9 trips / hr
Office 317sq.m 2.2 trips / 100sq.m / hr 7.0 trips / hr
Residential 4 units 0.85 trips / unit / hr 3.4 trips / hr
Total 69.3 trips / hr
The proposed development is therefore expected to result in a peak hour traffic generation of 70 trips.
Of relevance to this Application, however, is the convenience nature of the proposed Shop component. It is
anticipated that this component will have an element of drop in traffic. Reference to Appendix F of DTMR’s
GARID document indicates that for Shopping Centres of this size, some 18% of traffic is Undiverted Drop‐In
traffic. Applying this to the Shop component of the development anticipates 10 Undiverted Drop‐In trips
(5 in / 5 out) and 60 New or Link‐Diverted trips.
To determine site generated directional movements, the assumption in Table 4.2 have been adopted.
Table 4.2: In / Out Traffic Split
AM Peak Hour PM Peak Hour
Use
In Out In Out
Shop 70% 30% 50% 50%
Office 90% 10% 10% 90%
Residential 30% 70% 70% 30%
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Adoption of these values results in an anticipated trip generation of:
AM peak hour: 46 in / 24 out.
PM peak hour: 34 in / 36 out.
For New and Link‐Diverted trips, the directional distribution at Diamond Street / Elm Street following
reference to existing traffic movements, has been assumed as follows:
South: 55%.
North: 45%.
Adopting the above, the anticipated site traffic movements in the road network AM and PM peak hour
attributable to the development are shown on Figure 4.7 and Figure 4.8.
Figure 4.7: AM Peak Hour Site Movements
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Figure 4.8 PM Peak Hour Site Movements 4.3 Design Traffic Volumes Adding the anticipated site generated traffic movements to the base traffic movements, the design traffic volumes are shown on Figures 4.9 – 4.12. Figure 4.9: AM Peak ‘With Development’ (2020) www.bmctraffic.com.au 9 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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Figure 4.10: PM Peak ‘With Development’ (2020) Figure 4.11: AM Peak ‘With Development’ (2030) www.bmctraffic.com.au 10 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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Figure 4.12: PM Peak ‘With Development’ (2030) 4.4 Assessment of Impacts A traditional SIDRA Intersection assessment has been undertaken, modelling the operation of the Elm Street / Diamond Street intersection with base (without development) traffic volumes. This assessment has adopted the recommended gap acceptance criteria for unsignalised intersection, as outlined in the SIDRA manual. The outputs of the assessment are summarised in Table 4.3, with further details provided at Appendix E. www.bmctraffic.com.au 11 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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Table 4.3: Intersection Operation Summary: Diamond Street / Elm Street, Unsignalised
AM Peak Hour PM Peak Hour
Approach 95th Queue Avg. Delay 95th Queue Avg. Delay
DOS DOS
(m) (sec) (m) (sec)
2020 Base
Elm Street (S) 51% 22m 8 sec 29% 10m 4 sec
Diamond Street (E) 59% 27m 16 sec 45% 14m 12 sec
Elm Street (N) 31% <1m 2 sec 15% <1m 2 sec
Railway Car Park (W) 1% <1m 9 sec 1% <1m 10 sec
2020 With Development
Elm Street (S) 51% 22m 7 sec 29% 10m 4 sec
Diamond Street (E) 61% 29m 18 sec 50% 16m 13 sec
Elm Street (N) 31% <1m 2 sec 15% <1m 2 sec
Railway Car Park (W) 1% <1m 10 sec 1% <1m 10 sec
2030 Base
Elm Street (S) 113% 309m 78 sec 47% 24m 5 sec
Diamond Street (E) 193% 361m 283 sec 112% 141m 66 sec
Elm Street (N) 42% 1m 2 sec 20% <1m 2 sec
Railway Car Park (W) 1% <1m 11 sec 1% <1m 11 sec
Clearly with the growth assumptions made within this analysis, the intersection of Diamond Street /
Elm Street exceeds capacity in its current form prior to the year 2030. Indeed, gap acceptance survey
results indicate limited gaps are available with existing conditions.
As mentioned in Section 1.3 of this report, planning is currently being undertaken by the Department of
Transport and Main Roads for upgrade of the Diamond Street / Elm Street intersection, with a concept for
its signalisation released in November 2018. This signalisation concept is shown on Figure 4.13.
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Figure 4.13: Concept Signalisation Assessment of the intersection layout shown in Figure 4.13 has been undertaken in SIDRA Intersection, adopting a two‐phase cycle and a 60 second cycle time. The results are summarised in Table 4.4, with more detailed results shown at Appendix E. www.bmctraffic.com.au 13 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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Table 4.4: Intersection Operation Summary: Diamond Street / Elm Street, Upgraded
AM Peak Hour PM Peak Hour
Approach 95th Queue Avg. Delay 95th Queue Avg. Delay
DOS DOS
(m) (sec) (m) (sec)
2030 Base
Elm Street (S) 88% 123m 30 sec 88% 123m 30 sec
Diamond Street (E) 70% 77m 19 sec 72% 80m 19 sec
Elm Street (N) 89% 193m 22 sec 89% 193m 22 sec
2030 With Development
Elm Street (S) 59% 81m 15 sec 59% 81m 15 sec
Diamond Street (E) 35% 30m 13 sec 37% 32m 13 sec
Elm Street (N) 58% 67m 19 sec 58% 67m 19 sec
The SIDRA analysis indicates that the proposed signalised intersection is capable of accommodating base
traffic volumes plus traffic generated by the proposed development at the year 2030. Indeed, it indicates
that the development’s impact is minor and is on the non‐critical approach.
As such, it is suggested that the development is not responsible for contributing funding to the upgrade.
4.5 Left‐In / Left‐Out Routing Impacts
Noting that site access movements will be restricted to left‐in / left‐out, and recognising that there are no
U‐turn opportunities within close proximity to the site, the following route options are available:
Entering Traffic:
- From the north will turn left from Elm Street into Pearl Street, then utilise Kauri Street to access
Diamond Street and approach from the east.
- From the south will turn right from Elm Street into Opal Street, then utilise Kauri Street to
approach from the east.
Exiting Traffic to the east will either turn left or right into Elm Street, depending on congestion at
this intersection and utilise either Pearl Street or Opal Street to return to Diamond Street /
Tewantin Road via Kauri Street.
It is recognised that the bulk of the development traffic will be generated by the convenience shop. For this
use, if the access is not convenient, these users will simply opt to utilise the other, existing, full‐line
supermarket in Cooroy.
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5 Assessment of Site Layout
5.1 Car Parking
A review of the proposed car parking layout against the requirements of the Australian Standard for Off
Street Car Parking (AS/NZS2890.1‐2004) is summarised in Table 5.1.
Table 5.1: Car Parking Layout Review Summary
Design Element Design Requirement Complies Comment
Car bay width and length 2.6m (W) x 5.4m (L) Yes
(High Turnover)
Car bay width and length 2.4m (W) x 5.4m (L) Yes
(Staff & Resident)
PWD parking bay width 2.4m (W) x 5.4m (L) Yes
and length Adjacent to equally sized shared
zone
Motorcycle parking 1.2m (W) x 2.5m (L) Yes The chevroned area to the east of
the parking bays is to be easily
traversable by motorcycles, to
access the bays.
Aisle width 5.8m Yes 6.2m provided.
Gradient across bays 1:16 Yes
Access width 5.5m + 0.3m clearance each side Yes
(6.1m)
Height clearance 2.2m Yes No height restriction.
5.2 Gradients
The site is relatively flat, and it is understood the on‐site gradients will be shallower than 1:20, which is
appropriate for vehicle access, parking and servicing. The maximum gradient for the PWD bay and shared
zone can be a maximum of 1:40.
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5.3 Servicing
The development includes the following in terms of servicing:
Provision for a 12.5m Heavy Rigid Vehicle (HRV) and an 8.8m Medium Rigid Vehicle (MRV) in the
rear servicing area.
Provision for a 6.4m Small Rigid Vehicle (MRV), in a dedicated loading bay.
The above servicing is demonstrated in swept path assessments, undertaken utilising the computer
programme AutoTRACK, with the results provided at Appendix F to this report.
The truck manoeuvring areas have unrestricted height clearance.
5.4 Vehicle Access
Restrictions to Site Access
Further to preliminary advice provided by DTMR, the site access is to be restricted to left‐in / left‐out
movements. This will be facilitated through the design of the site access crossover, as per the design
drawings.
It is not possible to construct a physical central median to prohibit right turning movements at the site
access, as this would impact the existing access enjoyed by the properties opposite the site, as well as
restricting the access of existing on‐street car parking.
Design of Crossover
The crossover has been designed to accommodate the swept path of passenger vehicles. This will be
required to have a mountable central island, however, as the truck swept paths traverse the splitter island.
Sight Lines
Sight lines to the east of the proposed site access, as measured on‐site, are in excess of 150m.
Sight distance to the west is not relevant, as the access will be restricted to left‐in / left‐out movements
only. Notwithstanding, sight lines are available to Elm Street.
5.5 Pedestrian Access
The development plans consider pedestrian connectivity, with retail uses accessible directly from
Diamond Street. In addition, there are pedestrian walkways provided on either side of the driveway and
pedestrian crossing opportunities are provided throughout the car park.
Pedestrian connectivity is also proposed across Diamond Lane to the Bowls Club, and a level connection will
be required across the table drain, to enable this area to be safely traversable by pedestrians.
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5.6 Bicycle Parking
As per AUSTROADS, bicycle parking for the commercial components (shop rate)is to be provided at the
following rates:
Staff: 1 space / 300sq.m GFA.
Visitor: N/A (less than 500sq.m).
This corresponds to a bicycle parking requirement for 3 staff.
Bicycle parking is proposed at the Diamond Street frontage, with 6 spaces provided for use of staff or
visitors.
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6 Safety Impacts 6.1 Operation of Site Access As per preliminary advice from DTMR, the site access design restricts movements to left‐in / left‐out only. It would be possible for DTMR to provide a central median strip at the time of signalisation of the Diamond Street / Elm Street intersection to further restrict right turn movements. This would, however, impact accessibility of existing parking and properties on the northern side of Diamond Street. 6.2 Sight Lines As the site is restricted to left turn movements, it is only sight lines to the east of the site that are relevant. This sight distance has been measured on‐site as being some 150m. This meets the Safe Intersection Sight Distance requirement of AUSTROADS Part 4a for a 60km/hr design speed and also the minimum requirements for a 70km/hr design speed. As such, the available sight distances are appropriate. www.bmctraffic.com.au 18 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
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7 Conclusions
Following the assessment and analyses presented in this report, it is concluded that:
The car parking requirement for the development is 44 car parking spaces.
The proposed parking supply of 44 car plus 4 motorcycle parking spaces meets the site’s parking
requirement.
The site is expected to generate some 70 vehicle trips in the road network peak hours.
Assessment of the traffic impacts of the development at the Diamond Street / Elm Street
intersection is outlined in this report. This analysis indicates that upgrade of this intersection is
required, irrespective of development on this site, within the 10‐year design horizon.
The currently planned signalisation of the Diamond Street / Elm Street intersection has been
modelled for traffic volumes at the 10‐year design horizon. This assessment shows that the
development has a minor impact, on the non‐critical approach. As such, contribution to the
signalisation or further upgrade works are not suggested.
The car parking layout generally meets the requirements of the Australian Standard, as outlined in
this report.
The vehicle crossover provides left‐in / left‐out access to the development.
Appropriate on‐site servicing is proposed, with swept path assessments demonstrating access of
Heavy Rigid Vehicles and Medium Rigid Vehicles, with a dedicated Small Rigid Vehicle bay.
Pedestrian connectivity is achieved to both Diamond Street and Diamond Lane.
Bicycle parking will be provided at the Diamond Street frontage.
www.bmctraffic.com.au 19
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 28
Appendix A Development Plans www.bmctraffic.com.au 20 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
Page 29
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PROPOSED
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PRELIMINARY
PROPERTY DESCRIPTION
LOT 703, 704, 705 on C5602
COUNCIL: NOOSA COUNCIL
DEVELOPMENT ASSESSMENT
TOTAL SITE AREA
BUILDING AREAS
- 3,030m2 ©
© — T1- SHOP (CONVENIENCE STORE) - 380m? |
© 12 - FOOD & DRINK/COMMERCIAL 7m?
e 13 - FOOD & DRINK/COMMERCIAL - #41m?
e = T4 - COMMERCIAL - 61m?
e = 75 - COMMERCIAL - 54m?
© 16 - COMMERCIAL - 54m?
TOTAL GFA - 694m?
UNIT AREAS
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INCLUDING PRIVATE BALCONY (11m2)
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INCLUDING PRIVATE BALCONY (11m2)
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e U4 - 2 BED - 91m?
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TOTAL GFA - 364m?
MISCELLANEOUS STRUCTURES
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PARKING PUBLIC
e = T1 REFUSE ENCLOSURE
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MOTORCYCLE PARKING
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Consulting Engineer
o fastfood restaurant design
TA VERVE ocommercial /industrial/retail
oOo travelcentre/service stations
BUILDING DESIGNERS LICENCE No. 1002212 PH. 07 3857 0942
OFFICE 2, LEVEL 1, 488 LUTWYCHE ROAD, LUTWYCHE QLD 4030 E:info@vervebdcomau ol Project concept tocompletion
imagineo create Qo deliver
© 2011 copyright, all rights reserved
This drawing is the © copyright & property of | VERVE BUILDING DESIGN
and must not be used or duplicated without authorisation,
Do not scale this drawing.
Check all dimensions on site prior commencement of works
Revision and approvals
Code
Date
On
Description
Own
P3
P2
19.11.2018
23.10.2018
ss
GN
PRELIMINARY ISSUE - TRAFFIC COMMENTS
PRELIMINARY ISSUE
Project Description
PROPOSED MIXED USE DEVELOPMENT
6-10 DIAMOND STREET, COOROY, QLD.
Drawing Title
SITE CONCEPT PLAN
OPTION 4&
Scale Approved
1:200 @ A1_/ 1:400 @A3
Drawn Issued
GN
Drawing Number
18043-SK04
Revision
P3
Page 30
Appendix B Diamond Street / Elm Street Signalisation Option www.bmctraffic.com.au 22 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
Page 31
Cooroy intersection improvements -
Preferred planning layout November 2018
B i
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(CooroyEEBN cosa’ Road)
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Elm Streétil(Coonoyaconnect rormr-oa OMA UTS
stop location
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"Hook turn’ facility ome co i»
provided to allow cyclists eee 9 Y
to safely turn right into
Diamond Street
4 i a Nt
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The preferred option will involve upgrading the current arrangements by introducing traffic signals to control traffic movements and
Nw il.
provide safe signalised crossing opportunities for active transport users. This option provides increased capacity by providing two
right turn lanes from Elm Street into Diamond Street and caters for forecast traffic growth well into the future.
Elm Street and Diamond Street
North’ Coast Line
Department of Transport and Main Roads
——_
*
left-in, left-out for
RSNA EOI?
Approximate location of
relocated access to ,
commuter car park
SlCr eee rely ds
intersection with Elm
LEGEND
Cycle lane awareness zone
hy Proposed changes to road surface
Footpath
Traffic signals
Page 32
Appendix C
Code Response Tables
Noosa’s Driveways and Carparking Code
Specific Outcomes Probable Solutions Response
O1 S1.1 Complies with O1
Vehicular access does not adversely impact Vehicular access is located and designed in
A single crossover is proposed, which is to be
on safety, capacity and operations of the accordance with AS/NZS2890.1:2004;
restricted to left-in/left-out movements, to
existing or planned road network, the AND
minimise its impact on the adjacent road
proposed driveway, cycleways or pedestrian S1.2 Only one footpath crossing is provided;
network.
pathway systems. AND
S1.3 Driveways, have a maximum grade in
accordance with Council’s standard
requirements.
O2 S2.1Design of the driveway across the Complies with O1
Driveways and crossovers — footpath is in accordance with Council’s
A single crossover is proposed and can be
a) are suitable and safe for their intended Standard Drawing requirements as
designed in accordance with Council’s
use; and appropriate for the particular type of
standards, noting that it is to restrict access
b) match Council infrastructure. development as annotated on the drawings;
to left-in/left-out, with a mountable island to
AND
enable truck access.
S2.2 Driveways are designed and
constructed in accordance with Council
Standard Drawing requirements , 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 Council’s
Standard Drawing requirements.
O3 S3.1 Design of multi-tenanted developments Complies with O3
In commercial zoned areas, the number of in commercial zoned areas include shared
A single crossover is proposed
driveways across pedestrian footpaths is driveways and parking areas;
minimised. AND
S3.2 Driveways are located so they abut
existing driveways of adjoining development
where practicable and reciprocal easements
are created to reduce the sealed driveway
width.
O4 Vehicular access does not adversely S4.1 Complies with O4
impact on the capacity, operations and Footpath and kerb crossings are located
Impact on external services is minimised by
maintenance of the existing infrastructure; clear of existing stormwater inlet structures,
locating the crossover at an existing
water and sewerage infrastructure fittings,
crossover. Due to widening of the crossover,
any other exiting utility infrastructure, existing
some services will be relocated as part of the
landscaping and vegetation
development.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 33
O5 Vehicular access does not adversely S5.1 Vehicular access avoids disturbance to Complies with O5
impact on the health and integrity of existing the tree protection zone of trees on public
There is minimal impact on existing
landscaping or native vegetation, where land.
landscaping.
possible.
O6 6.1 For— Refer Civil Engineering Report
Driveway run-off is filtered prior to leaving the a)Ancillary dwelling unit, Multiple housing
premises. Type 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
O7 Sufficient carparking is provided to 7.1 The number of parking and loading bays Complies with O7
accommodate the number and type of is not less than the minimum number
Refer calculations in the body of this report.
vehicles likely to be generated by the specified in Table 14-51 Vehicle Parking
development having regard to the specifics of Requirements;
the use including—
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 provides 8.1 Parking bays, manoeuvring areas, Complies with O8
adequate, clearly defined and easily queuing areas, loading, setdown and pickup
Refer to the body of this report, with service
accessible— areas and driveways are designed to the
vehicle access appropriate for the expected
a) on-site vehicle parking and manoeuvring standards set out in the Australian Standards
frequency of that vehicle.
areas; and for Off-street Carparking and Off-street
b)loading and manoeuvring areas for delivery Commercial Vehicles Parking.
and service 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 they will 9.1 Carparking areas are accessed from rear Complies with O9
not unduly conflict with pedestrians and will laneways where practicable
It is not practicable to access Diamond Lane
not dominate the streetscape.
O10 Provision is made for a reasonable S10.1 Carparking spaces are provided for Complies with O10
number of on site carparking spaces people with disabilities at the rate specified in
Parking for persons with a disability is
identified and reserved for people with the Australian Standards for Off-street
proposed.
disabilities Carparking.
O11 Access and egress points do not impact S11.1 Vehicle manoeuvring areas are Complies with Probable Solution
on the safety and operations of the road provided in accordance with Australian
Vehicles can enter and exit the site in a
system Standards for Off-street Carparking so
forward gear and appropriate on-site
vehicles enter and leave the site in a forward
manoeuvring is provided.
gear.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 34
O12 S12.1 At locations where pedestrian and Complies with O12
Parking areas are designed to - vehicle conflicts are likely to occur –
Vehicle speeds within the car park are
a) provide a progressive reduction in speed a) sight distances of at least 2.5 seconds of
expected to be low.
between the external road and internal travel time at the designated speed are
parking spaces; provided;
b) ensure lower speeds near areas of high b) splayed corners on structures are
pedestrian activity through the use of incorporated;
appropriate road geometry or devices c) landscaping is designed to allow clear
designed to limit speed; and views; and
c) maintain sight distances which are d) sign placement ensures that sight distance
appropriate for the likely operating speeds in requirements are not impeded.
all areas of potential pedestrian/vehicle and
vehicle/vehicle conflict.
13 A clearly defined pedestrian network is 13.1 In large open car parks with greater than Complies with O13
provided that – 200 car parking spaces, a pedestrian path
This is not a large car park and appropriate
a) is located in areas where people will between parking spaces is provided on every
pedestrian facilities are proposed.
choose to walk; second aisle.
b) ensures that pedestrian movement through
car parking areas or structures are along
aisles rather than across them
O14 Provision is made for pedestrian and 14.1 No probable solution identified Complies with O14
vehicular queues at conflict points.
Adequate queuing facilities are proposed
O15 Parking areas are lit to provide security 15.1 Lighting is provided in accordance with Can be a Condition of Approval
for night-time users. the Australian Standard for Road Lighting -
Vehicular Traffic (Category V) Lighting -
Performance Installation and Design
Requirements
O16 16.1
In mixed use areas of Business centres Resident carparking is limited to one space
residents do not compete with customers for per dwelling unit or accommodation unit;
carparking spaces AND
S16.2Resident carparking is not located in
the road reserve or between the residential or
business building and the principal street
frontage.
17 Car parking areas are landscaped to — None Refer Landscaping Plan
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; and
e)soften views of hardstand areas.
O18 Development with the potential to None Complies with O18
generate significant traffic and parking
An assessment of the traffic impacts is
impacts gives appropriate consideration to
provided within this report.
transport and land use issues.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 35
O19 Designated Motor cycle or motor scooter S19.1 For Commercial businesses, Complies with O19
parking spaces reduce the reliance on cars. Entertainment & dining business, Industrial
Adequate on-site motorcycle parking is
business Types 1 and 2, Retail business
proposed.
Types 2, 4, 5, 6 and 7, Education Types 1
and 2, Open Space, Wellbeing Uses and
Transport Types 1, 2, 3 and 4 motor cycle
parking spaces accord with Planning Scheme
Policy PSP26 Motor Cycle & Motor Scooter
Parking.
O20 – O23 are not relevant to traffic engineering
www.bmctraffic.com.au 27
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 36
State code 1: Development in a state‐controlled road environment
Table 1.2.1: Development in a state‐controlled road environment
Performance outcomes Acceptable outcomes Response
Buildings and structures
PO1 The location of buildings, structures, AO1.1 Buildings, structures, infrastructure, Complies with AO
infrastructure, services and utilities does not create services and utilities are not located in a
a safety hazard in a state-controlled road, or cause state-controlled road.
damage to, or obstruct road transport infrastructure AND
AO1.2 Buildings, structures, infrastructure, Complies with AO
services and utilities can be maintained
without requiring access to a state-
controlled road.
PO2 The design and construction of Buildings and AO2.1 Facades of buildings and structures Refer Architectural
structures does not create a safety hazard by facing a state-controlled road are made of Statements
distracting users of a state-controlled road. non-reflective materials.
OR
AO2.2 Facades of buildings and structures
do not reflect point light sources into the
face of oncoming traffic on a state-
controlled road.
AND
AO2.3 External lighting of buildings and
structures is not directed into the face of
oncoming traffic on a state-controlled road
and does not involve flashing or laser lights.
AND
AO2.4 Advertising devices visible from a
state-controlled road are located and
designed in accordance with the Roadside
advertising guide, Department of Transport
and Main Roads, 2013.
PO3 Road, pedestrian and bikeway bridges over a AO3.1 Road, pedestrian and bikeway Not Applicable
state-controlled road are designed and constructed bridges over a state-controlled road include
to prevent projectiles from being thrown onto a throw protection screens in accordance with
state-controlled road. section 4.9.3 of the Design criteria for
bridges and other structures manual,
Department of Transport and Main Roads,
2014.
Filling, excavation and retaining structures
PO4 Filling and excavation does not interfere with, No acceptable outcome is prescribed. Refer Civil
or result in damage to, infrastructure or services in Engineering
a state-controlled road. Report
PO5 Filling, excavation, building foundations and No acceptable outcome is prescribed. Refer Civil
retaining structures do not undermine, or cause Engineering
subsidence of, a state-controlled road. Report
PO6 Filling, excavation, building foundations and No acceptable outcome is prescribed. Refer Civil
retaining structures do not cause ground water Engineering
disturbance in a state-controlled road. Report
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 37
Performance outcomes Acceptable outcomes Response
PO7 Excavation, boring, piling, blasting or fill No acceptable outcome is prescribed. Refer Civil
compaction during construction of a development Engineering
does not result in ground movement or vibration Report
impacts that would cause damage or nuisance to a
state-controlled road, road transport infrastructure
or road works.
Transport and Main Roads, 2016, is provided.
PO8 Development involving the haulage of fill, AO8.1 Fill, extracted material and spoil Not Applicable
extracted material or excavated spoil material material is not transported to or from the
exceeding 10,000 tonnes per year does not development site on a state-controlled road.
damage the pavement of a state-controlled road.
PO9 Filling and excavation associated with the No acceptable outcome is prescribed. Refer Civil
construction of vehicular access to a development Engineering
does not compromise the operation or capacity of Report
existing drainage infrastructure for a state-
controlled road.
PO10 Fill material used on a development site AO10.1 Fill material is free of contaminants Refer Civil
does not result in contamination of a state- including acid sulfate content. Engineering
controlled road. AND Report
AO10.2 Compaction of fill is carried out in
accordance with the requirements of AS
1289.0 2000 – Methods of testing soils for
engineering purposes.
PO11 Filling and excavation does not cause wind- AO11.1 Compaction of fill is carried out in Refer Civil
blown dust nuisance in a state-controlled road. accordance with the requirements of AS Engineering
1289.0 2000 – Methods of testing soils for Report
engineering purposes.
AND
AO11.2 Dust suppression measures are
used during filling and excavation activities
such as wind breaks or barriers and
dampening of ground surfaces.
Stormwater and drainage Refer Civil Engineering Report
Vehicular access to a state-controlled road
PO15 Vehicular access to a state-controlled road AO15.1 Development does not require new Alternate Solution
that is a limited access road is consistent with or changed access to a limited access road. Vehicle access is
government policy for the management of limited OR proposed at a
access roads. AO15.2 A new or changed access to a location of an
limited access road is consistent with the existing crossover
limited access policy for the state-controlled and will be
road. restricted to left-
AND in/left-out,
AO15.3 Where a new or changed access is reinforced by use of
for a service centre, access is consistent a central island on
with the Service centre policy, Department the access
of Transport and Main Roads, 2013 and the crossover.
Access policy for roadside service centre
facilities on limited access roads,
Department of Transport and Main Roads,
2013, and the Service centre strategy for
the state-controlled road.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 38
Performance outcomes Acceptable outcomes Response
PO16 The location and design of vehicular access AO16.1 Vehicular access is provided from a Alternate Solution
to a state-controlled road (including access to a local road. Vehicle access is
limited access road) does not create a safety OR all of the following acceptable outcomes proposed at a
hazard for users of a state-controlled road or result apply: location of an
in a worsening of operating conditions on a state- existing crossover
controlled road. AO16.2 Vehicular access for the and will be
development is consistent with the function restricted to left-
Note: Where a new or changed access between and design of the state-controlled road. in/left-out,
the premises and a state-controlled road is AND reinforced by use of
proposed, the Department of Transport and Main AO16.3 Development does not require new a central island on
Roads will need to assess the proposal to or changed access between the premises the access
determine if the vehicular access for the and the state-controlled road. crossover.
development is safe. An assessment can be made AND
by Department of Transport and Main Roads as AO16.4 Use of any existing vehicular
part of the development assessment process and a access to the development is consistent
decision under section 62 of Transport with a decision under section 62 of the
Infrastructure Act 1994 issued. Transport Infrastructure Act 1994.
AND
AO16.5 Onsite vehicle circulation is
designed to give priority to entering vehicles
at all times so vehicles do not queue in a
road intersection or on the state-controlled
road.
PO17 Vehicular access to a state-controlled road AO17.1 Vehicular access and associated Complies with AO
or local road (and associated road access works) road access works are not located within 5
are located and designed to not damage or metres of existing public passenger
interfere with public passenger transport transport infrastructure.
infrastructure, public passenger services or AND
pedestrian or cycle access to public passenger AO17.2 The location and design of Complies with AO
transport infrastructure and public passenger vehicular access for a development does
services. not necessitate the relocation of existing
public passenger transport infrastructure.
AND
AO17.3 On-site vehicle circulation is Complies with AO
designed to give priority to entering vehicles
at all times so vehicles using a vehicular
access do not obstruct public passenger
transport infrastructure and public
passenger services or obstruct pedestrian
or cycle access to public passenger
transport infrastructure and public
passenger services.
AND
AO17.4 The normal operation of public Complies with AO
passenger transport infrastructure or public
passenger services is not interrupted during
construction of the development.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 39
Vehicular access to local roads within 100 metres of an intersection with a state-controlled road
PO18 The location and design of vehicular access AO18.1 Vehicular access is located as far Alternate Solution
to a local road within 100 metres of an intersection as possible from the state-controlled road Vehicle access is
with a state-controlled road does not create a intersection. proposed at a
safety hazard for users of a state-controlled road. AND location of an
AO18.2 Vehicular access is in accordance existing crossover
with volume 3, parts, 3, 4 and 4A of the and will be
Road Planning And Design Manual, 2nd restricted to left-
edition, Department of Transport and Main in/left-out,
Roads, 2016. reinforced by use of
AND a central island on
AO18.3 Onsite vehicle circulation is the access
designed to give priority to entering vehicles crossover.
at all times so vehicles do not queue in the
intersection or on the state-controlled road.
Planned upgrades
PO19 Development does not impede delivery of AO19.1 Development is not located on land Complies with AO
planned upgrades of state-controlled roads. identified by the Department of Transport Preliminary advice
and Main Roads as land required for the from DTMR
planned upgrade of a state-controlled road. included
confirmation that the
Note: Land required for the planned subject site is not
upgrade of a state-controlled road is affected by future
identified in the DA mapping system. road upgrades.
OR
AO19.2 Development is sited and designed Complies with AO
so that permanent buildings, structures, Preliminary advice
infrastructure, services or utilities are not from DTMR
located on land identified by the Department included
of Transport and Main Roads as land confirmation that the
required for the planned upgrade of a state- subject site is not
controlled road. affected by future
road upgrades.
OR all of the following acceptable outcomes N/A
apply:
AO19.3 Structures and infrastructure
located on land identified by the Department
of Transport and Main Roads as land
required for the planned upgrade of a state-
controlled road are able to be readily
relocated or removed without materially
affecting the viability or functionality of the
development.
AND
AO19.4 Vehicular access for the
development is consistent with the function
and design of the planned upgrade of the
state-controlled road.
AND
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 40
AO19.5 Development does not involve filling
and excavation of, or material changes to,
land required for a planned upgrade to a
state-controlled road.
AND
AO19.6 Land is able to be reinstated to the
pre-development condition at the
completion of the use.
Network impacts
PO20 Development does not result in a worsening No acceptable outcome is prescribed. Alternate Solution
of operating conditions on the state-controlled road There is discussion
network. in this report about
required and
Note: To demonstrate compliance with this planned upgrades
performance outcome, it is recommended that an to the Elm Street /
RPEQ certified traffic impact assessment is Diamond Street
provided, prepared in accordance with the Guide to intersection. The
Traffic Impact Assessment, Department of development has
Transport and Main Roads, 2017. minimal impact on
the operation of this
intersection on the
non-critical
approach following
signalisation and
further upgrades are
not required.
PO21 Development does not impose traffic AO21.1 The layout and design of the Alternate Solution
loadings on a state-controlled road which could be development directs traffic generated by the Diamond Lane is
accommodated on the local road network. development to the local road network. narrow and could
not reasonably
accommodate the
development’s
traffic generation.
PO22 Upgrade works on, or associated with, a AO22.1 Upgrade works required as a result Not Applicable
state-controlled road are built in accordance with of the development are designed and Upgrades are not
Queensland road design standards. constructed in accordance with the Road proposed as part of
planning and design manual, 2nd edition, this development.
Department of Transport and Main Roads,
2016.
www.bmctraffic.com.au 32
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 41
State code 6: Protection of state transport networks
Table 6.2.2: All development
Performance outcomes Acceptable outcomes Response
Network impacts
PO1 Development does not result in a worsening No acceptable outcome is prescribed. Performance
of the safety of a state-controlled road. Outcome
The site access will
be restricted to left-
in/left-out
movements and
appropriate sight
lines are available
at the site access
location.
PO2 Development does not result in a worsening No acceptable outcome is prescribed. Alternate Solution
of the infrastructure condition of a state-controlled There is discussion
road or road transport infrastructure. in this report about
required and
planned upgrades
to the Elm Street /
Diamond Street
intersection. The
development has
minimal impact on
the operation of this
intersection on the
non-critical
approach following
signalisation and
further upgrades are
not required.
PO3 Development does not result in a worsening No acceptable outcome is prescribed. Alternate Solution
of operating conditions on a state-controlled road There is discussion
or the surrounding road network. in this report about
To demonstrate compliance with this performance required and
outcome, it is recommended that an RPEQ planned upgrades
certified traffic impact assessment, prepared in to the Elm Street /
accordance with the Guide To Traffic Impact Diamond Street
Assessment, Department of Transport and Main intersection. The
Roads, 2017, is provided. development has
minimal impact on
the operation of this
intersection on the
non-critical
approach following
signalisation and
further upgrades are
not required.
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BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 42
Performance outcomes Acceptable outcomes Response
PO4 Development does not impose traffic loadings AO4.1 The layout and design of the Alternate Solution
on a state-controlled road which could be development directs traffic generated by the Diamond Lane is
accommodated on the local road network. development to the local road network. narrow and could
not reasonably
accommodate the
development’s
traffic generation.
PO5 Upgrade works on, or associated with, a AO5.1 Upgrade works on a state-controlled Not Applicable
state-controlled road are built in accordance with road are designed and constructed in Upgrades are not
relevant design standards. accordance with the Road Planning and proposed as part of
Design Manual, 2nd edition, Department of this development.
Transport and Main Roads, 2016.
PO6 Development involving the haulage of fill, AO6.1 Fill, extracted material and spoil Not Applicable
extracted material or excavated spoil material material is not transported to or from the
exceeding 10,000 tonnes per year does not development site on a state-controlled road.
damage the pavement of a state-controlled road.
PO7 Development does not adversely impact on AO7.1 Development does not require a new Not Applicable
the safety of a railway crossing. railway crossing.
OR
Note: It is recommended that a traffic impact AO7.2 A new railway crossing is grade Not Applicable
assessment be prepared to demonstrate separated.
compliance with this performance outcome. An OR all of the following acceptable outcomes Not Applicable
impact on a level crossing may require an apply:
Australian Level Crossing Assessment Model
(ALCAM) assessment to be undertaken. Section AO7.3 Upgrades to a level crossing are
2.2 – Railway crossing safety of the Guide to designed and constructed in accordance
Development in a Transport Environment: Rail, with AS1742.7 – Manual of uniform traffic
Department of Transport and Main Roads, 2015, control devices, Part 7: Railway crossings
provides guidance on how to comply with this and applicable rail manager standard
performance outcome. drawings.
AND
AO7.4 Access points achieve sufficient Not Applicable
clearance from a level crossing in
accordance with AS1742.7 – Manual of
uniform traffic control devices, Part 7:
Railway crossings by providing a minimum
clearance of 5 metres from the edge
running rail (outer rail) plus the length of the
largest vehicle anticipated on-site.
AND
AO7.5 On-site vehicle circulation is Complies with AO
designed to give priority to entering vehicles
at all times.
PO8 Development does not result in a worsening No acceptable outcome is prescribed. Complies with PO
of the infrastructure condition of a railway or rail
transport infrastructure.
www.bmctraffic.com.au 34
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 43
Performance outcomes Acceptable outcomes Response
PO9 Development does not result in a worsening No acceptable outcome is prescribed. Complies with PO
of operating conditions of a railway
PO10 Development does not damage or interfere AO10.1 Vehicular access and associated Complies with PO
with public passenger transport infrastructure, road access works are not located within
public passenger services or pedestrian or cycle five metres of public passenger transport
access to public passenger transport infrastructure infrastructure.
and public passenger services. AND
AO10.2 Development does not necessitate Complies with PO
the relocation of existing public passenger
transport infrastructure.
AND
AO10.3 Development does not obstruct Complies with PO
pedestrian or cyclist access to public
passenger transport infrastructure or public
passenger services.
AND
AO10.4 The normal operation of public Complies with PO
passenger transport infrastructure or public
passenger services is not interrupted during
construction of the development.
Stormwater and drainage N/A
Planned upgrades
PO14 Development does not impede delivery of AO14.1 Development is not located on land Complies with AO
planned upgrades of state transport infrastructure. identified by the Department of Transport
and Main Roads as land required for the
planned upgrade of state transport
infrastructure.
OR
AO14.2 Development is sited and designed Complies with AO
so that permanent buildings, structures,
infrastructure, services or utilities are not
located on land identified by the Department
of Transport and Main Roads as land
required for the planned upgrade of state
transport infrastructure.
OR all of the following acceptable outcomes N/A
apply:
AO14.3 Structures and infrastructure
located on land identified by the Department
of Transport and Main Roads as land
required for the planned upgrade of state
transport infrastructure are able to be
readily relocated or removed without
materially affecting the viability or
functionality of the development.
AND
www.bmctraffic.com.au 35
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 44
Performance outcomes Acceptable outcomes Response
AO14.4 Vehicular access for the N/A
development is consistent with the function
and design of the planned upgrade of state
transport infrastructure.
AND
AO14.5 Development does not involve filling N/A
and excavation of, or material changes to,
land required for a planned upgrade to a
state transport infrastructure.
AND
AO14.6 Land is able to be reinstated to the N/A
pre-development condition at the
completion of the use.
Table 6.2.3: Provision of public passenger transport infrastructure
Performance outcomes Acceptable outcomes Response
Provision of public passenger transport infrastructure
PO15 Upgraded or new public passenger transport No acceptable outcome is prescribed. N/A
infrastructure is provided to accommodate the
demand for public passenger transport generated
by the development.
PO16 Development is designed to ensure the No acceptable outcome is prescribed. N/A
location of public passenger transport infrastructure
prioritises and enables efficient public passenger
services.
PO17 Development enables the provision or No acceptable outcome is prescribed. N/A
extension of public passenger services to the
development and avoids creating indirect or
inefficient routes for public passenger services.
www.bmctraffic.com.au 36
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 45
PO18 New or modified road networks are designed AO18.1 Roads catering for buses are N/A
to enable development to be serviced by public arterial or sub-arterial roads, collector or
passenger services. their equivalent.
AND
AO18.2 Roads intended to accommodate N/A
buses are designed and constructed in
accordance with Road Planning and Design
Manual (2nd edition), Volume 3: Guide to
Road Design, Department of Transport and
Main Roads, 2016.
AND
AO18.3 Traffic calming devices are not N/A
installed on roads used for buses.
AND
AO18.4 Where road humps are installed on N/A
roads used for buses, the road humps are
designed in accordance with the Manual of
Uniform Traffic Control Devices,
Department of Transport and Main Roads,
2016.
PO19 Development provides safe, direct and No acceptable outcome is prescribed. Complies with PO
convenient pedestrian access to existing and future Pedestrian access
public passenger transport infrastructure. is proposed to
Diamond Street,
which includes a
pedestrian path,
connecting to public
transport.
PO20 Onsite vehicular circulation ensures the AO20.1 The location of onsite pedestrian N/A
safety of both public passenger transport services crossings ensures safe sight distances for
and pedestrians. pedestrians and public passenger services.
AND
AO20.2 Onsite circulation is designed and N/A
constructed so that public passenger
services can enter and leave in a forward
gear at all times.
AND
AO20.3 Development does not result in N/A
public passenger services movements
through car parking aisles.
PO21 Taxi facilities are provided to accommodate No acceptable outcome is prescribed. N/A
the demand generated by the development.
www.bmctraffic.com.au 37
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 46
PO22 Taxi facilities are located and designed to AO22.1 A taxi facility is provided parallel to N/A
provide convenient, safe and equitable access for the kerb and adjacent to the main entrance.
passengers. AND
AO22.2 Taxi facilities are designed in N/A
accordance with [text removed]
PO23 Educational establishments are designed to AO23.1 Educational establishments are N/A
ensure the safe and efficient operation of public designed in accordance with the provisions
passenger services and pedestrian access. of the Planning for Safe Transport
Infrastructure at Schools, Department of
Transport and Main Roads, 2011.
www.bmctraffic.com.au 38
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 47
Appendix D Diamond Street / Elm Street Traffic Data www.bmctraffic.com.au 39 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
Page 48
Page 1 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Elm Street (north)
1 2 3 4
Site No.: 1 Weather: Fine
Location: Elm Street/Diamond Street, Cooroy 16 5
Day/Date: Tuesday, 13 November 2018 Access (west)
15 6
Diamond Street (east)
AM Peak: Hour ending - 9:00 AM 14 7
PM Peak: Hour ending - 5:00 PM 13 8
12 11 10 9 Camera Position
Elm Street (south)
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
7:15 AM 0 0 0 0 0 0 0 0 54 1 55 0 38 0 38 0 0 0 0 0 19 0 19 0 0 0 0 0 53 6 59 1
7:30 AM 1 0 1 0 0 0 0 0 64 5 69 0 62 1 63 0 0 0 0 0 19 1 20 0 1 0 1 0 70 5 75 1
7:45 AM 0 0 0 0 0 0 0 0 82 2 84 0 59 7 66 0 0 0 0 0 16 4 20 0 0 0 0 0 64 6 70 0
8:00 AM 0 0 0 0 1 0 1 0 90 6 96 0 64 5 69 0 0 0 0 0 23 4 27 0 2 0 2 0 84 4 88 0
8:15 AM 0 1 1 0 1 0 1 0 127 8 135 0 88 1 89 0 0 0 0 0 14 0 14 0 0 0 0 0 64 11 75 0
8:30 AM 0 0 0 0 0 0 0 0 128 5 133 0 57 2 59 0 0 0 0 0 23 0 23 0 0 0 0 0 99 2 101 0
8:45 AM 0 0 0 0 2 0 2 0 141 5 146 0 59 2 61 0 0 0 0 0 10 0 10 0 0 0 0 0 78 2 80 0
9:00 AM 1 0 1 0 0 0 0 0 117 5 122 0 71 1 72 0 0 0 0 0 23 0 23 0 0 0 0 0 86 4 90 1
2
1
3
0
4
0
4
0
803
37
840
0
498
19
517
0
0
0
0
0
147
9
156
0
3
0
3
0
598
40
638
3
2 hr Total
AM Peak
1
1
2
0
3
0
3
0
513
23
536
0
275
6
281
0
0
0
0
0
70
0
70
0
0
0
0
0
327
19
346
1
Movement 1 Movement 2 Movement 3 Movement 4 Movement 5 Movement 6 Movement 7 Movement 8
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
4:15 PM 0 0 0 0 0 0 0 0 61 3 64 0 42 1 43 0 0 0 0 0 33 4 37 0 0 0 0 0 64 3 67 0
4:30 PM 0 0 0 0 0 0 0 0 60 1 61 0 45 3 48 0 0 0 0 0 30 0 30 0 0 0 0 0 57 7 64 1
4:45 PM 0 0 0 0 0 0 0 0 70 1 71 0 29 0 29 0 0 0 0 0 27 0 27 0 0 0 0 0 63 0 63 0
5:00 PM 0 0 0 0 0 0 0 0 62 0 62 0 30 2 32 0 0 0 0 0 28 1 29 0 0 0 0 0 63 3 66 0
5:15 PM 0 0 0 0 0 0 0 0 59 2 61 0 36 0 36 0 0 0 0 0 24 0 24 0 0 0 0 0 60 1 61 1
5:30 PM 1 0 1 0 0 0 0 0 62 0 62 0 37 2 39 0 0 0 0 0 40 0 40 0 1 0 1 0 75 2 77 0
5:45 PM 0 0 0 0 1 0 1 0 51 1 52 0 37 0 37 0 0 0 0 0 30 0 30 0 0 0 0 0 51 3 54 0
6:00 PM 0 0 0 0 0 0 0 0 49 3 52 0 40 0 40 0 0 0 0 0 27 1 28 0 0 0 0 0 43 3 46 0
1
0
1
0
1
0
1
0
474
11
485
0
296
8
304
0
0
0
0
0
239
6
245
0
1
0
1
0
476
22
498
2
2 hr Total
PM Peak
0
0
0
0
0
0
0
0
253
5
258
0
146
6
152
0
0
0
0
0
118
5
123
0
0
0
0
0
247
13
260
1
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Page 49
Page 2 of 2
AUSTRAFFIC VIDEO INTERSECTION COUNT Elm Street (north)
1 2 3 4
Site No.: 1 Weather: Fine
Location: Elm Street/Diamond Street, Cooroy 16 5
Day/Date: Tuesday, 13 November 2018 Access (west)
15 6
Diamond Street (east)
AM Peak: Hour ending - 9:00 AM 14 7
PM Peak: Hour ending - 5:00 PM 13 8
12 11 10 9 Camera Position
Elm Street (south)
Movement 9 Movement 10 Movement 11 Movement 12 Movement 13 Movement 14 Movement 15 Movement 16
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
7:15 AM 0 0 0 0 37 3 40 0 27 4 31 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 1
7:30 AM 0 0 0 0 47 7 54 1 51 1 52 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7:45 AM 0 0 0 0 72 7 79 0 47 4 51 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 4 0
8:00 AM 0 0 0 0 52 6 58 1 45 3 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8:15 AM 0 0 0 0 70 5 75 0 75 11 86 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
8:30 AM 0 0 0 0 77 4 81 1 83 9 92 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
8:45 AM 0 0 0 0 80 1 81 0 82 3 85 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
9:00 AM 0 0 0 0 52 4 56 0 55 3 58 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0
0
0
0
0
487
37
524
3
465
38
503
0
10
1
11
0
0
0
0
0
0
0
0
0
0
0
0
0
9
1
10
1
2 hr Total
AM Peak
0
0
0
0
279
14
293
1
295
26
321
0
7
0
7
0
0
0
0
0
0
0
0
0
0
0
0
0
4
0
4
0
Movement 9 Movement 10 Movement 11 Movement 12 Movement 13 Movement 14 Movement 15 Movement 16
TIME
(1/4 hr end)
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Heavy Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Light Vehicles
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Cyclists
Total
Total
Total
Total
Total
Total
Total
Total
4:15 PM 0 0 0 0 72 3 75 0 94 4 98 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:30 PM 0 0 0 0 73 1 74 0 76 2 78 0 1 0 1 0 0 0 0 0 0 0 0 0 2 0 2 0 1 0 1 0
4:45 PM 0 0 0 0 82 2 84 0 69 3 72 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:00 PM 0 0 0 0 66 1 67 0 91 1 92 0 1 1 2 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
5:15 PM 0 0 0 0 65 1 66 0 79 1 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 60 2 62 0 70 0 70 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0
5:45 PM 0 0 0 0 55 2 57 0 63 1 64 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0
6:00 PM 0 0 0 0 49 2 51 0 66 1 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
0
0
0
522
14
536
0
608
13
621
0
3
1
4
0
0
0
0
0
0
1
1
0
3
0
3
0
3
0
3
1
2 hr Total
PM Peak
0
0
0
0
293
7
300
0
330
10
340
0
2
1
3
0
0
0
0
0
0
0
0
0
3
0
3
0
1
0
1
1
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Page 50
Appendix E
SIDRA Results
MOVEMENT SUMMARY
Site: 101 [2020 AM Base Elm Street / Diamond Street]
2020 AM Peak Hour
Base Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 7 2.0 0.192 5.6 LOS A 0.0 0.0 0.00 0.01 0.00 58.1
2 T1 359 2.0 0.192 0.0 LOS A 0.0 0.0 0.00 0.01 0.00 59.9
3 R2 327 2.0 0.507 13.9 LOS B 3.1 22.0 0.78 1.04 1.22 47.5
Approach 694 2.0 0.507 6.6 NA 3.1 22.0 0.37 0.50 0.57 53.3
East: Diamond Street
4 L2 386 2.0 0.592 13.0 LOS B 3.8 27.2 0.71 1.04 1.23 48.9
6 R2 78 2.0 0.495 39.4 LOS E 1.8 12.9 0.93 1.08 1.25 36.3
Approach 464 2.0 0.592 17.4 LOS C 3.8 27.2 0.75 1.04 1.23 46.2
North: Elm Street
7 L2 314 2.0 0.171 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 599 2.0 0.314 0.0 LOS A 0.1 0.4 0.01 0.01 0.01 59.9
9 R2 5 2.0 0.314 6.9 LOS A 0.1 0.4 0.01 0.01 0.01 57.5
Approach 918 2.0 0.314 2.0 NA 0.1 0.4 0.01 0.20 0.01 57.5
West: Access (W)
10 L2 4 2.0 0.005 10.0 LOS B 0.0 0.1 0.41 0.84 0.41 50.9
Approach 4 2.0 0.005 10.0 LOS B 0.0 0.1 0.41 0.84 0.41 50.9
All Vehicles 2080 2.0 0.592 7.0 NA 3.8 27.2 0.29 0.49 0.47 53.2
www.bmctraffic.com.au 42
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 51
MOVEMENT SUMMARY
Site: 101 [2020 AM WD Elm Street / Diamond Street]
2020 AM Peak Hour
Base Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 7 2.0 0.192 5.6 LOS A 0.0 0.0 0.00 0.01 0.00 58.1
2 T1 359 2.0 0.192 0.0 LOS A 0.0 0.0 0.00 0.01 0.00 59.9
3 R2 327 2.0 0.507 13.9 LOS B 3.1 22.0 0.78 1.04 1.22 47.5
Approach 694 2.0 0.507 6.6 NA 3.1 22.0 0.37 0.50 0.57 53.3
East: Diamond Street
4 L2 397 2.0 0.608 13.2 LOS B 4.0 28.7 0.72 1.05 1.27 48.8
6 R2 87 2.0 0.556 41.8 LOS E 2.1 15.0 0.94 1.10 1.34 35.5
Approach 484 2.0 0.608 18.4 LOS C 4.0 28.7 0.76 1.06 1.29 45.7
North: Elm Street
7 L2 314 2.0 0.171 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 599 2.0 0.314 0.0 LOS A 0.1 0.4 0.01 0.01 0.01 59.9
9 R2 5 2.0 0.314 6.9 LOS A 0.1 0.4 0.01 0.01 0.01 57.5
Approach 918 2.0 0.314 2.0 NA 0.1 0.4 0.01 0.20 0.01 57.5
West: Access (W)
10 L2 4 2.0 0.005 10.0 LOS B 0.0 0.1 0.41 0.84 0.41 50.9
Approach 4 2.0 0.005 10.0 LOS B 0.0 0.1 0.41 0.84 0.41 50.9
All Vehicles 2100 2.0 0.608 7.3 NA 4.0 28.7 0.30 0.50 0.49 53.0
www.bmctraffic.com.au 43
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 52
Site: 101 [2030 AM Base Elm Street / Diamond Street]
2030 AM Peak Hour
Base Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 11 2.0 0.698 10.2 LOS B 5.1 36.0 0.85 0.00 1.00 54.1
2 T1 482 2.0 0.698 4.7 LOS A 5.1 36.0 0.85 0.00 1.00 55.6
3 R2 440 2.0 1.134 160.5 LOS F 43.4 308.7 1.00 3.70 10.88 16.2
Approach 933 2.0 1.134 78.3 NA 43.4 308.7 0.92 1.75 5.66 25.9
East: Diamond Street
4 L2 519 2.0 1.138 153.3 LOS F 50.7 360.7 1.00 4.05 11.86 17.0
6 R2 105 2.0 1.932 921.4 LOS F 37.4 266.6 1.00 2.63 8.35 3.6
Approach 624 2.0 1.932 282.8 LOS F 50.7 360.7 1.00 3.81 11.27 10.5
North: Elm Street
7 L2 422 2.0 0.231 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 804 2.0 0.423 0.0 LOS A 0.1 0.8 0.02 0.01 0.02 59.9
9 R2 7 2.0 0.423 8.1 LOS A 0.1 0.8 0.02 0.01 0.02 57.5
Approach 1234 2.0 0.423 2.0 NA 0.1 0.8 0.01 0.20 0.01 57.5
West: Access (W)
10 L2 6 2.0 0.010 11.1 LOS B 0.0 0.2 0.49 0.87 0.49 50.3
Approach 6 2.0 0.010 11.1 LOS B 0.0 0.2 0.49 0.87 0.49 50.3
All Vehicles 2797 2.0 1.932 90.1 NA 50.7 360.7 0.54 1.52 4.41 23.8
www.bmctraffic.com.au 44
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 53
MOVEMENT SUMMARY
Site: 101 [2020 PM Base Elm Street / Diamond Street]
2020 PM Peak Hour
Base Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 3 2.0 0.201 5.6 LOS A 0.0 0.0 0.00 0.00 0.00 58.2
2 T1 380 2.0 0.201 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.9
3 R2 335 2.0 0.292 7.6 LOS A 1.5 10.3 0.55 0.73 0.55 51.7
Approach 718 2.0 0.292 3.6 NA 1.5 10.3 0.25 0.34 0.25 55.8
East: Diamond Street
4 L2 291 2.0 0.294 7.3 LOS A 1.2 8.9 0.43 0.66 0.43 52.7
6 R2 137 2.0 0.450 23.0 LOS C 1.9 13.6 0.84 1.09 1.17 43.3
Approach 427 2.0 0.450 12.3 LOS B 1.9 13.6 0.56 0.79 0.67 49.3
North: Elm Street
7 L2 169 2.0 0.093 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 288 2.0 0.150 0.0 LOS A 0.0 0.1 0.00 0.00 0.00 60.0
9 R2 1 2.0 0.150 6.7 LOS A 0.0 0.1 0.00 0.00 0.00 57.6
Approach 459 2.0 0.150 2.1 NA 0.0 0.1 0.00 0.21 0.00 57.4
West: Access (W)
10 L2 4 2.0 0.006 10.2 LOS B 0.0 0.1 0.43 0.84 0.43 50.8
Approach 4 2.0 0.006 10.2 LOS B 0.0 0.1 0.43 0.84 0.43 50.8
All Vehicles 1608 2.0 0.450 5.5 NA 1.9 13.6 0.26 0.43 0.29 54.3
www.bmctraffic.com.au 45
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 54
MOVEMENT SUMMARY
Site: 101 [2020 PM WD Elm Street / Diamond Street]
2020 PM Peak Hour
With Development Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 3 2.0 0.201 5.6 LOS A 0.0 0.0 0.00 0.00 0.00 58.2
2 T1 380 2.0 0.201 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.9
3 R2 335 2.0 0.292 7.6 LOS A 1.5 10.3 0.55 0.73 0.55 51.7
Approach 718 2.0 0.292 3.6 NA 1.5 10.3 0.25 0.34 0.25 55.8
East: Diamond Street
4 L2 308 2.0 0.313 7.3 LOS A 1.3 9.6 0.44 0.66 0.44 52.7
6 R2 152 2.0 0.498 23.9 LOS C 2.2 15.8 0.85 1.11 1.25 42.9
Approach 460 2.0 0.498 12.8 LOS B 2.2 15.8 0.57 0.81 0.70 49.0
North: Elm Street
7 L2 169 2.0 0.093 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 288 2.0 0.150 0.0 LOS A 0.0 0.1 0.00 0.00 0.00 60.0
9 R2 1 2.0 0.150 6.7 LOS A 0.0 0.1 0.00 0.00 0.00 57.6
Approach 459 2.0 0.150 2.1 NA 0.0 0.1 0.00 0.21 0.00 57.4
West: Access (W)
10 L2 4 2.0 0.006 10.2 LOS B 0.0 0.1 0.43 0.84 0.43 50.8
Approach 4 2.0 0.006 10.2 LOS B 0.0 0.1 0.43 0.84 0.43 50.8
All Vehicles 1641 2.0 0.498 5.8 NA 2.2 15.8 0.27 0.44 0.31 54.1
www.bmctraffic.com.au 46
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 55
MOVEMENT SUMMARY
Site: 101 [2030 PM Base Elm Street / Diamond Street]
2030 PM Peak Hour
Base Turning Movements
Site Category: (None)
Stop (Two-Way)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
1 L2 4 2.0 0.270 5.6 LOS A 0.0 0.0 0.00 0.00 0.00 58.2
2 T1 511 2.0 0.270 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.9
3 R2 451 2.0 0.470 10.1 LOS B 3.3 23.7 0.68 0.97 0.96 50.0
Approach 965 2.0 0.470 4.8 NA 3.3 23.7 0.32 0.45 0.45 54.8
East: Diamond Street
4 L2 391 2.0 0.446 9.0 LOS A 2.6 18.8 0.55 0.83 0.72 51.6
6 R2 184 2.0 1.123 185.4 LOS F 19.8 140.7 1.00 2.38 6.66 14.6
Approach 575 2.0 1.123 65.6 LOS F 19.8 140.7 0.70 1.33 2.63 28.6
North: Elm Street
7 L2 228 2.0 0.125 5.6 LOS A 0.0 0.0 0.00 0.58 0.00 53.5
8 T1 387 2.0 0.202 0.0 LOS A 0.0 0.1 0.00 0.00 0.00 60.0
9 R2 1 2.0 0.202 7.4 LOS A 0.0 0.1 0.00 0.00 0.00 57.6
Approach 617 2.0 0.202 2.1 NA 0.0 0.1 0.00 0.21 0.00 57.4
West: Access (W)
10 L2 5 2.0 0.008 11.4 LOS B 0.0 0.2 0.50 0.87 0.50 50.1
Approach 5 2.0 0.008 11.4 LOS B 0.0 0.2 0.50 0.87 0.50 50.1
All Vehicles 2162 2.0 1.123 20.2 NA 19.8 140.7 0.33 0.62 0.90 44.5
www.bmctraffic.com.au 47
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 56
MOVEMENT SUMMARY
Site: 101v [2030 AM Base SIG Elm Street / Diamond Street - Upgraded]
AM Peak Hour
2030 Base
Converted to Signals
Site Category: (None)
Signals - Fixed Time Isolated Cycle Time = 60 seconds (Site User-Given Cycle Time)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
2 T1 482 2.0 0.884 32.8 LOS C 17.3 122.9 1.00 1.10 1.40 39.0
3 R2 440 2.0 0.695 27.1 LOS C 10.1 71.7 0.92 0.84 0.97 40.6
Approach 922 2.0 0.884 30.0 LOS C 17.3 122.9 0.96 0.98 1.20 39.7
East: Diamond Street
4 L2 519 2.0 0.703 20.1 LOS C 10.8 76.8 0.89 0.93 1.12 44.7
6 R2 105 2.0 0.111 13.6 LOS B 1.6 11.2 0.54 0.70 0.54 47.9
Approach 624 2.0 0.703 19.0 LOS B 10.8 76.8 0.83 0.89 1.02 45.2
North: Elm Street
7 L2 422 2.0 0.446 15.5 LOS B 7.8 55.8 0.67 0.77 0.67 46.8
8 T1 804 2.0 0.889 25.4 LOS C 27.0 192.5 0.89 1.03 1.20 42.4
Approach 1226 2.0 0.889 22.0 LOS C 27.0 192.5 0.82 0.94 1.02 43.8
All Vehicles 2773 2.0 0.889 24.0 LOS C 27.0 192.5 0.87 0.94 1.08 42.6
www.bmctraffic.com.au 48
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 57
MOVEMENT SUMMARY
Site: 101v [2030 AM WD SIG Elm Street / Diamond Street - Upgraded]
AM Peak Hour
2030 With Development
Converted to Signals
Site Category: (None)
Signals - Fixed Time Isolated Cycle Time = 60 seconds (Site User-Given Cycle Time)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
2 T1 482 2.0 0.884 32.8 LOS C 17.3 122.9 1.00 1.10 1.40 39.0
3 R2 440 2.0 0.695 27.1 LOS C 10.1 71.7 0.92 0.84 0.97 40.6
Approach 922 2.0 0.884 30.0 LOS C 17.3 122.9 0.96 0.98 1.20 39.7
East: Diamond Street
4 L2 529 2.0 0.718 20.7 LOS C 11.2 79.5 0.90 0.94 1.15 44.4
6 R2 115 2.0 0.121 13.6 LOS B 1.7 12.3 0.54 0.70 0.54 47.9
Approach 644 2.0 0.718 19.4 LOS B 11.2 79.5 0.83 0.90 1.04 45.0
North: Elm Street
7 L2 422 2.0 0.446 15.5 LOS B 7.8 55.8 0.67 0.77 0.67 46.8
8 T1 804 2.0 0.889 25.4 LOS C 27.0 192.5 0.89 1.03 1.20 42.4
Approach 1226 2.0 0.889 22.0 LOS C 27.0 192.5 0.82 0.94 1.02 43.8
All Vehicles 2793 2.0 0.889 24.0 LOS C 27.0 192.5 0.87 0.94 1.08 42.6
www.bmctraffic.com.au 49
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 58
MOVEMENT SUMMARY
Site: 101v [2030 PM Base SIG Elm Street / Diamond Street - Upgraded]
PM Peak Hour
2030 Base
Converted to Signals
Site Category: (None)
Signals - Fixed Time Isolated Cycle Time = 60 seconds (Site User-Given Cycle Time)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
2 T1 511 2.0 0.589 13.5 LOS B 11.4 80.8 0.80 0.70 0.80 49.1
3 R2 451 2.0 0.448 17.5 LOS B 7.5 53.7 0.71 0.77 0.71 45.3
Approach 961 2.0 0.589 15.4 LOS B 11.4 80.8 0.76 0.74 0.76 47.3
East: Diamond Street
4 L2 391 2.0 0.351 9.0 LOS A 4.2 30.0 0.50 0.70 0.50 51.5
6 R2 184 2.0 0.287 21.0 LOS C 4.0 28.3 0.76 0.76 0.76 43.6
Approach 575 2.0 0.351 12.9 LOS B 4.2 30.0 0.58 0.72 0.58 48.7
North: Elm Street
7 L2 228 2.0 0.356 21.5 LOS C 5.1 36.1 0.79 0.78 0.79 43.4
8 T1 387 2.0 0.575 17.5 LOS B 9.4 67.3 0.87 0.74 0.87 46.6
Approach 616 2.0 0.575 19.0 LOS B 9.4 67.3 0.84 0.76 0.84 45.4
All Vehicles 2152 2.0 0.589 15.7 LOS B 11.4 80.8 0.73 0.74 0.73 47.1
www.bmctraffic.com.au 50
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 59
MOVEMENT SUMMARY
Site: 101v [2030 PM WD SIG Elm Street / Diamond Street - Upgraded]
PM Peak Hour
2030 With Development
Converted to Signals
Site Category: (None)
Signals - Fixed Time Isolated Cycle Time = 60 seconds (Site User-Given Cycle Time)
Movement Performance - Vehicles
Mov Demand Flows Deg. Average Level of 95% Back of Queue Prop. Effective Aver. No. Average
Turn
ID Total HV Satn Delay Service Vehicles Distance Queued Stop Rate Cycles Speed
veh/h % v/c sec veh m km/h
South: Elm Street (S)
2 T1 511 2.0 0.589 13.5 LOS B 11.4 80.8 0.80 0.70 0.80 49.1
3 R2 451 2.0 0.448 17.5 LOS B 7.5 53.7 0.71 0.77 0.71 45.3
Approach 961 2.0 0.589 15.4 LOS B 11.4 80.8 0.76 0.74 0.76 47.3
East: Diamond Street
4 L2 408 2.0 0.367 9.1 LOS A 4.5 31.9 0.51 0.71 0.51 51.4
6 R2 199 2.0 0.310 21.2 LOS C 4.3 30.9 0.77 0.77 0.77 43.6
Approach 607 2.0 0.367 13.0 LOS B 4.5 31.9 0.59 0.73 0.59 48.6
North: Elm Street
7 L2 228 2.0 0.356 21.5 LOS C 5.1 36.1 0.79 0.78 0.79 43.4
8 T1 387 2.0 0.575 17.5 LOS B 9.4 67.3 0.87 0.74 0.87 46.6
Approach 616 2.0 0.575 19.0 LOS B 9.4 67.3 0.84 0.76 0.84 45.4
All Vehicles 2184 2.0 0.589 15.7 LOS B 11.4 80.8 0.73 0.74 0.73 47.1
www.bmctraffic.com.au 51
BMC18169: 6 – 10 Diamond Street, Cooroy
6 December 2018
Page 60
Appendix F Swept Path Assessments www.bmctraffic.com.au 52 BMC18169: 6 – 10 Diamond Street, Cooroy 6 December 2018
Page 61
Mountable Island Required
HRV - Heavy Rigid Vehicle
B85 Vehicle (Realistic min radius) (20 4) B85 Vehicle (Realistic min radius) (20 4) B85 Vehicle (Realistic min radius) (20 4) B85 Vehicle (Realistic min radius) (20 4)
12.5m Heavy Rigid Vehicle 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR01 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 62
12.5m Heavy Rigid Vehicle: Entry 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR02 Version: 1
(07) 3398 4649
***Overhang Required***
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 63
12.5m Heavy Rigid Vehicle: Exit 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR03 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 64
8.8m Medium Rigid Vehicle: Entry 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR04 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 65
MRV - Medium Rigid Vehicle
V - Me d iu m Ri gid Vehicle
MR
8.8m Medium Rigid Vehicle: Exit 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR05 Version: 1
(07) 3398 4649
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Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 66
6.4m Small Rigid Vehicle: Entry 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR06 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 67
6.4m Small Rigid Vehicle: Exit 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.2-2002 Drawing No: BMC18169-ATR07 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018
Page 68
B85 Vehicle (Realistic min radius) (20 4) B85 Vehicle (Realistic min radius)(20 4) B85 Vehicle (Realistic min radius) (20 4) B85 Vehicle (Realistic min radius) (20 4)
85th%le Passenger Car 10 Diamond St, Cooroy
Australian Standard AS/NZS2890.1-2004 Drawing No: BMC18169-ATR08 Version: 1
(07) 3398 4649
www.bmctraffic.com.au
Scale 1:200 at A4 Prepared By: Beth Meehan RPEQ #8373 Date: 5/12/2018