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Traffic Engineering Report 3-7 Serenity Place, Noosa – Proposed Resort Complex Calile Malouf Investments Pty Ltd
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Page 2
About TTM
For 30 years, we’ve been at the centre of the
Australian development and infrastructure industry.
Our unique combination of acoustics, data, traffic
and waste services is fundamental to the success of
any architectural or development project.
We have over 50 staff, with an unrivalled depth of
experience. Our industry knowledge, technical
expertise and commercial insight allow us to deliver
an exceptional and reliable service.
T: (07) 3327 9500
F: (07) 3327 9501
E: [email protected]
Revision Record
No. Author Reviewed/Approved Description Date
1. N. Rajput Draft DA Report 25/08/22
2. N. Rajput B. Camilleri (RPEQ: Final Report 07/10/22
7577)
3. A. Schalken Amended DA + RFI 15/06/22
Response
4.
© 2022 - TTM Consulting Pty Ltd ABN 65 010 868 621
Level 8, 369 Ann Street, Brisbane. PO Box 12015 George Street Brisbane 4003
Page 3
Contents
1 Introduction ..........................................................................................................................................5
1.1 Background .................................................................................................................................. 5
1.2 Scope ............................................................................................................................................ 5
1.3 Information Request Summary .................................................................................................... 6
1.4 Site Location ................................................................................................................................. 8
2 Proposed Development ....................................................................................................................... 10
2.1 Development profile ..................................................................................................................10
2.2 Parking........................................................................................................................................10
2.3 Access .........................................................................................................................................11
2.4 Servicing .....................................................................................................................................11
3 Existing Transport Infrastructure .......................................................................................................... 12
3.1 The Road Network ......................................................................................................................12
3.2 Public Transport and Pedestrian Facilities ..................................................................................12
3.3 Road Planning.............................................................................................................................13
4 Car Parking Arrangements ................................................................................................................... 15
4.1 Council Parking Supply Requirement .........................................................................................15
4.2 Car Park Layout ..........................................................................................................................17
5 Site Access Arrangements .................................................................................................................... 18
5.1 Introduction ...............................................................................................................................18
5.2 Access 1 – Site Access via Banksia Avenue .................................................................................18
5.3 Access 2 – Serenity Close ...........................................................................................................19
6 Service Vehicle Arrangements .............................................................................................................. 21
6.1 Council’s Requirement ...............................................................................................................21
6.2 Proposed Service Vehicle Arrangements and Their Adequacy ...................................................21
7 Development Transport Demand ......................................................................................................... 22
7.1 Existing Traffic Demand ..............................................................................................................22
7.2 Development Traffic Demand ....................................................................................................23
7.2.1 Traffic Generation ..........................................................................................................23
7.2.2 Traffic Distribution..........................................................................................................24
8 Future Transport Demands .................................................................................................................. 26
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 2
Reference: 22BRT022 RP01_1
Page 4
8.1 Assessment Years and Traffic Growth ........................................................................................26
9 Traffic Impact Assessment ................................................................................................................... 28
9.1 Analysis of Noosa Drive / Coral Tree Avenue .............................................................................28
9.1.1 Analysis Results ..............................................................................................................28
9.1.2 Analysis Conclusions .......................................................................................................30
9.2 Analysis of Grant Street / Noosa Drive / Sunshine Beach Road ..................................................30
9.2.1 Analysis Results ..............................................................................................................31
9.2.2 Analysis Conclusions .......................................................................................................32
9.3 Analysis of Grant Street / Banksia Avenue .................................................................................32
9.3.1 Analysis Results ..............................................................................................................33
9.3.2 Analysis Conclusions .......................................................................................................34
10 Active Transport .................................................................................................................................. 35
10.1 Pedestrian Access .......................................................................................................................35
10.2 Cyclist Requirement ...................................................................................................................35
11 Summary and Conclusions ................................................................................................................... 36
11.1 Access design and location .........................................................................................................36
11.2 Car Parking Arrangements..........................................................................................................36
11.3 Impact on Surrounding Road Network .......................................................................................36
11.4 Service Vehicle Arrangements....................................................................................................36
11.5 Active Transport Facilities ..........................................................................................................36
11.6 Conclusion ..................................................................................................................................36
Appendix A Proposed Site Plan................................................................................................................. 37
Appendix B Traffic Survey ........................................................................................................................ 38
Appendix C Service Vehicle Swept Paths .................................................................................................. 39
Appendix D Network Volume Diagrams .................................................................................................... 40
Appendix E Sidra Intersection Analysis ..................................................................................................... 41
Appendix F Noosa Council Information Requests ..................................................................................... 42
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 3
Reference: 22BRT022 RP01_1
Page 5
Table Index Table 2-1: Proposed land uses ......................................................................................................................... 10 Table 3-1: Local Road Hierarchy....................................................................................................................... 12 Table 4-1: Parking Supply Assessment ............................................................................................................. 15 Table 4-2: Parking Design Requirements ......................................................................................................... 17 Table 5-1: Site Access Arrangements ............................................................................................................... 19 Table 5-2: Service Vehicle Access Arrangements ............................................................................................. 19 Table 7-1: Traffic Generation by Proposed Development (Weekday) ............................................................. 23 Table 7-2: Traffic Generation by Proposed Development (Weekend) ............................................................. 24 Table 9-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout) ............................. 29 Table 9-2: Summary of Sidra Outputs (Grant Street / Noosa Drive / Sunshine Beach Road Roundabout) ...... 31 Table 9-3: Summary of Sidra Outputs (Grant Street / Banksia Avenue Roundabout) ...................................... 33 Figure Index Figure 1-1: Site location (Source: Nearmap) ...................................................................................................... 8 Figure 1-2: Site area (Source: nearmap) ............................................................................................................ 9 Figure 3-1: SEQ Principal Cycle Network & Priority Routes (Map 3), Source: Noosa Mapping ........................ 13 Figure 7-1: Traffic Distribution ......................................................................................................................... 24 Figure 7-2: Traffic Generation (vph)................................................................................................................. 25 Figure 9-1: Noosa Drive / Coral Tree Avenue SIDRA Layout ............................................................................. 28 Figure 9-2: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout ................................................. 31 Figure 9-3: Grant Street / Banksia Avenue SIDRA Layout ................................................................................. 33 Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 4 Reference: 22BRT022 RP01_1
Page 6
1 Introduction
1.1 Background
TTM Consulting has been engaged by Calile Malouf Investments Pty Ltd to prepare an amended traffic
engineering report associated with a proposed resort complex development to be located at 3-7 Serenity
Place, Noosa. (Development Application 132008.176.05).
This report addresses modifications to the development plans and provides responses to the traffic
engineering issues raised in the two information requests dated the 2nd December 2022 and 16th March 2023
(see Appendix F) issued by Noosa Council. The is also noted that SARA issued an information request dated 6
December 2022 (see Appendix F), which is also addressed within this report.
1.2 Scope
This report investigates the transport aspects associated with the proposed development. The scope of the
transport aspects investigated includes:
• Parking supply required to cater for the development demand;
• Parking layout to provide efficient and safe internal manoeuvring;
• Identification of likely traffic generation and traffic distribution from the future development;
• Identification of likely traffic impact of development on the external road network;
• Access configuration to provide efficient and safe manoeuvring between the site and the external road
network;
• Suitability of access and internal facilities to provide for pedestrian and cyclist operation;
• Access to suitable level of public transport; and
• Servicing requirement.
To assess the proposed transport arrangements, the development plans have been assessed against the
following guidelines and planning documents:
• Noosa Plan 2020, specifically:
- 9.4.1 Driveway and Parking Code; and
- 9.4.7 Transport Code.
• Australian Standard 2890 series.
• Queensland Complete Streets.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 5
Reference: 22BRT022 RP01_1
Page 7
1.3 Information Request Summary
Noosa Council - Information Request – 2nd December 2023
Issue Section
Page 18 of TTM’s Traffic Engineering Report (22135916) dated 07 October 2022 details design modifications of the existing Section 5.2
Grant/Banksia roundabout and “Driveway Entry” into the Resort. The submitted documentation does not contain sufficient
information for Council to assess the proposed Grant/Banksia roundabout upgrade and “Driveway Entry”.
Information Required
22. Provide additional detail demonstrating the extent of the Grant/Banksia roundabout upgrade and proposed ‘Driveway
Entry’ into the Resort. The detail must be prepared by a suitably qualified person (RPEQ – Registered Professional Engineer of
Queensland) and include, but not be limited to:
a. Demonstrate the extent of roadworks, including:
i. design alterations to the roadway, traffic islands and roundabout island;
ii. signage; and
iii. line-marking.
b. Demonstrate the extent of entrance works, including:
i. demonstrate the design of the proposed “Driveway Entry” complies with Noosa Council’s standard
drawing RS-051;
ii. provide a longitudinal section extending from the centreline of the road formation about the
Grant/Banksia roundabout to the “Driveway/Setdown” area;
iii. demonstrate B99 vehicle will not scrape or bottom out while entering and exiting the proposed
“Driveway Entry”;
Page 18 of TTM’s Traffic Engineering Report (22135916) dated 07 October 2022 details design modifications of the existing (i & ii.) Section 5.3
cul-de-sac at the end of Serenity Close. The submitted documentation does not contain sufficient information for Council to (iii.) Section 6.2
assess the proposed Serenity Close cul-de-sac upgrade.
Information Required
23. Provide additional detail demonstrating the extent of the Serenity Close cul-de-sac upgrade. The detail must be prepared
by a suitably qualified person (RPEQ – Registered Professional Engineer of Queensland) and include, but not be limited to:
a. Demonstrate the extent of cul-de-sac roadworks, including:
i. demonstrate the proposed services entrance generally complies with Noosa Council’s standard drawing RS-051;
ii. provide a longitudinal section extending from the centreline of the road formation about the Serenity Close cul-
de-sac roundabout to the “Loading” area;
iii. Demonstrate the expected service vehicles (SRV, MRV, LRV BCC and VOLVO B12 BLE) will not scrape or bottom
out while entering, manoeuvring on site and exiting the proposed servicing/loading entrance.
Engineering is concerned the use of the coach is impracticable. The functionality of the coach manoeuvring is impracticable Section 2.2
and is likely to adversely affect the existing road network conditions.
Information Required
24. Provide additional detail demonstrating the coach is capable of manoeuvring through the existing road network without
adversely affecting the existing traffic conditions. The detail must be prepared by a suitably qualified person (RPEQ –
Registered Professional Engineer of Queensland) and follow the below route:
a. Enter the Grant Street/Noosa Drive/Sunshine Beach Road roundabout via the west (Noosa Drive) and south
(Sunshine Beach Road);
b. Grant Street via the Grant Street/Noosa Drive/Sunshine Beach Road roundabout;
c. Banksia Avenue (north) via the Grant Street/Banksia Avenue roundabout;
d. Serenity Close via Banksia Avenue;
e. Proposed Coach parking bay via Serenity Close;
f. Manoeuvre using the cul-de-sac;
g. Banksia Avenue via Serenity Close;
h. Grant Street via the Grant Street/Banksia Avenue roundabout;
i. Noosa Drive (west) via the Grant Street/Noosa Drive/Sunshine Beach Road roundabout; and
j. Sunshine Beach Road the Grant Street/Noosa Drive/Sunshine Beach Road roundabout.
25. Provide additional detail demonstrating how the manoeuvrability of the coach will affect and be affected by the existing Section 2.2
on-street parking arrangements along Serenity Close. The additional detail must consider all possible turning paths of the
coach and be prepared by a suitably qualified person (RPEQ – Registered Professional Engineer of Queensland).
26. Provide additional detail and comments demonstrating how the VOLVO B12 BLE will enter the site in a forward gear and Section 2.2
manoeuvre using the cul-de-sac without any component of the coach (including 0.3m clearance) mounting the kerb, crossing
the coach bay line-marking or entering any private driveways. The detail and comments must be prepared by a suitably
qualified person (RPEQ – Registered Professional Engineer of Queensland).
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 6
Reference: 22BRT022 RP01_1
Page 8
27. Provide comment detailing the viability of alternate methods of transporting guests of the Resort (i.e. utilising the existing Section 2.2
Noosa Junction Bus Interchange to transport guests to the Resort using a small vehicle that will have a lesser impact on the
road network compared to a coach).
Noosa Council - Information Request – 16 th March 2023
Councils traffic consultants advises that there has not been sufficient evidence presented in the TTM report to justify that only (i & iii.) Section 4.1)
0.5 parking spaces per room is appropriate as a design rate for the “accommodation” component of the assessment. (ii.) Section 2.2
Information Required
3. Further justification of the proposed parking relaxation, including addressing the following issues
(i) There is no reason that the rate of “accommodation” parking per room for the proposed development will be
any different to the rate of “accommodation” parking at other short term accommodation developments that
include a pool, restaurants, and bars.
(ii) There is no evidence or discussion included in the TTM report to identify how guests who do not drive a car to
the site will be transported with their luggage to and from the development. For example, is it expected that
large proportions of guests will hire a driver to transport them to/from the development, or will they use public
transport, or be transported to/from the airport by mini bus or coach (noting that this may impact on the size of
the design vehicle for the Grant Street access – given that under the current proposed arrangements, any vehicles
larger than a car delivering and collecting guests of the development would need to use the “back door” access
via the pedestrian entry and proposed bus stop in Serenity Close)?
(iii) In relation to the parking provision rates provided in Table 4.2 of the TTM report, none appear to be
comparable to conditions at Noosa, noting:
• The RTA rate is for hotels in the Sydney CBD (where alternative modes of travel are well established
and on-street parking is highly regulated and in high demand).
• The Gold Coast rate is for a defined resort complex (it would be interesting to know which
developments on the Gold Coast are classified as a resort complex, and how they functionally differ
from a “short term accommodation” use, and in any event, like the Sydney CBD, the Gold Coast well
established alternative modes of travel and on-street parking is highly regulated and in high
demand).
• Further details would be required to be provided for the Westin Hotel Yaroomba approval before
any comparison could be considered.
• The website for the Holiday Inn Maroochydore states, “Limited on-site carparking available for $20
per night. Cannot be pre-booked or guaranteed. Off site outdoor public carpark available at Sunshine
Coast Council Maroochydore Parking Area.” This is not suggestive of a development having a parking
provision that adequately satisfies existing parking demands.
4. The plans identify “pay stations” and boom gates controlling access to the carpark. Provide detail of, and assess, how this Section 4.1
system is proposed to be operated, including pricing for staff, guests, and other visitors. In addition, provide assessment of
the likely on-street parking demands generated by the proposed pricing structure of the carpark (it is noted that on-street
parking is free and unregulated, so on-site parking fees are likely to lead to unacceptable on-street parking demands).
5. Additional information in relation to the proposed Grant Street access including the following: Section 5.2
• Demonstrate that a 14.5m coach can satisfactorily manoeuvre to/from Banksia Avenue to/from Grant Street.
• Provide appropriate geometry to enable a car departing from the development to turn left into Banksia Avenue.
• Provide detail of how vehicles larger than a car will be prevented from accessing the site via the roundabout.
6. Identify and assess the proposed access driveway gradients against the requirements of AS/NZS 2890.1 2004. Section 5
7. Assess whether adequate height clearance is required to enable loading of refuse bins into the refuse truck. Section 6.2
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 7
Reference: 22BRT022 RP01_1
Page 9
1.4 Site Location
The site is located at 3-7 Serenity Close, Noosa Heads, near the Banksia Avenue North / Grant Street
roundabout, as shown in Figure 1-1. The property description is Lot 10 and 11 on SP195871 and Council’s
zone overlay mapping identified the development as ‘Tourist Accommodation’. The site has road frontages
to Serenity Close and Banksia Avenue and is currently occupied by a house.
Approximate
Site Location
Figure 1-1: Site location (Source: Nearmap)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 8
Reference: 22BRT022 RP01_1
Page 10
Figure 1-2: Site area (Source: nearmap) Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 9 Reference: 22BRT022 RP01_1
Page 11
2 Proposed Development 2.1 Development profile The proposed land uses are summarised in Table 2-1. Table 2-1: Proposed land uses Use Area/Qty Hotel • Standard Rooms 168 rooms • Suites 16 suites • Loft 6 lofts • Villas 5 villas Total 195 Hotel Facilities* (other amenities including prep kitchen, 5,411m² GFA office, staff amenities, transfer lounge, day spa, toilets, gym, reception, bag store, check in lounge, lobby and games room)* Hotel Function 410m² use area Restaurant 1,007m² use area Retail 744m² use area Auditorium 336m2 use area Note: *Hotel Facilities are ancillary services provided to the hotel guest. The site plans, including area schedule, prepared by Richards+Spence, are included as Appendix A. 2.2 Parking The development proposal includes a total of 380 car parking spaces, including 4 x PWD spaces and 17 spaces in the porte cochere (Note that parking supply has increased by 133 spaces from the development plans which formed the original application). The development plan also includes 124 bicycle spaces. A Porte Cochere/ set down area is provided on Ground Floor which can accommodate up to 17 vehicles at one time. The Porte Cochere/ set down area has also been designed to cater for a 21 seater minibus. It is intended that the minibus will primarily be utilised to transport guests from the Noosa Junction bus station and other hubs when required. It is noted that the target market for the proposed hotel does not include tour groups, as such coaches will not be required access to the site or park within the site / surrounding streets. It is noted that SARA requested additional information in relation to coach parking and circulation, particularly in relation to Serenity Close – however no provisions are considered necessary given the maximum size vehicle will be a minibus that can be accommodated within the internal porte cochere. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 10 Reference: 22BRT022 RP01_1
Page 12
Further details regarding the car and bicycle parking are included in Section 4 and 11, respectively.
Information Request (2nd December 2022) – Item 24>27 (i.) & (iii.), Information Request (15th March 2023) – Item 3,
& SARA Information request (6 December 2022) – Item 1.
The proposed development will not target tour groups, therefore there is no need for coaches to be accommodated.
The design has been modified to accommodate a minibus, which will be used to transport guests from various
destinations, including transport hubs such as the Noosa Junction bus station.
2.3 Access
The development plan includes the following access arrangements:
• Access 1 – Primary Access via Banksia Avenue North (car park entry/exit): The car park access is provided
via Banksia Avenue, which will form a fourth leg to the existing Banksia Avenue/Grant Street
roundabout. This is provided as a 6.5m wide access driveway configuration as per Australian Standard
which provide access to car park and set-down area.
• Access 2 – Serenity Close (service vehicles only): The secondary access to the loading dock only is
provided via Serenity Close, which is located on the western side of the development. This is provided as
a 7.5m wide entry and exit ramp for service/refuse vehicles up to a Large Rigid Vehicle (LRV).
Further details regarding the proposed access arrangements are included in Section 5.
2.4 Servicing
The development includes the following service vehicle provisions:
• 3 Van Spaces
• 1 SRV space
• 1 MRV space
• 1 LRV space
All service/refuse vehicles will enter/exit from Serenity Close (secondary access) in a forward gear.
Further details in relation to the service/refuse vehicle arrangements are included in Section 6.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 11
Reference: 22BRT022 RP01_1
Page 13
3 Existing Transport Infrastructure
3.1 The Road Network
The hierarchy and characteristics of roads in the immediate vicinity of the site are shown in Table 3-1.
Table 3-1: Local Road Hierarchy
Road Speed Lane Configuration Classification Authority
Limit
Banksia Avenue 50km/h Two lanes (undivided, two-way, informal Local Council
kerbside parking
Grant Street 50km/h Two lanes (divided by median strip), Local Council
two-way, informal kerbside parking
Noosa Drive 50km/h Two lanes (divided by median strip), Distributor Council
two-way, formal kerbside parking
Serenity Close 50km/h Two lanes (eastern part is divided by Local Council
median strip and western part is
undivided), two-way, informal kerbside
parking
Sunshine Beach Road 50km/h Two lanes (divided by median strip), Distributor Council
two-way, formal kerbside parking
Serenity Close consists of a 9.0m wide sealed carriageway on western part and 15.0m wide sealed
carriageway with median strip on eastern part of road.
Banksia Avenue consists of a 9.0m wide sealed carriageway on norther part and is a dead-end road with a
6.0m wide sealed carriageway on southern part.
The intersections in the vicinity of the subject site, including Banksia Avenue/Grant Street, Grant Street/Coral
Tree Avenue and Grant Street/Noosa Drive/Sunshine Beach Road are all roundabout controlled
intersections.
3.2 Public Transport and Pedestrian Facilities
Trains
Eumundi station is located approximately 20.1km south-east of the site. This station services the Sunshine
Coast line. Services operate 7 days a week, with limited frequency.
Buses
The closest bus stop is located on Noosa Drive, 550m (8 minutes walking distance) to the east from the
subject site. This bus stops service Translink Routes 620, 626, 627, 629, 630 and 631. Services operate 7 days
a week, with a frequency of 15-20 during peak period and 30 minutes off-peak.
Noosa Junction station is located on David Low Way, approximately 1.0 km (12 minutes walking distance) to
the south from the subject site providing connection to broader road network. This bus stops service
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 12
Reference: 22BRT022 RP01_1
Page 14
Translink Routes 620, 622, 626, 627, 628, 629, 630, 631 and 632. Services operate 7 days a week, with a
frequency of 10-15 during peak period and 30 minutes off-peak.
Pedestrians
Formal pedestrian footpath is provided along both Banksia Avenue and Serenity Close providing connections
to the surrounding area.
Cyclists
Under the Noosa Plan Transport Elements (Map 3), the surrounding area is identified as SEQ Principal Cycle
Network and Priority Routes as shown in Figure 3-1.
Legend
Figure 3-1: SEQ Principal Cycle Network & Priority Routes (Map 3), Source: Noosa Mapping
3.3 Road Planning
TTM has reviewed Council’s Local Government Infrastructure Plan (LGIP) and identifies the following future
upgrades in the vicinity of the subject site:
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 13
Reference: 22BRT022 RP01_1
Page 15
• LGIP mapping identifies the proposed development and the surrounding area within the Priority
Infrastructure Area and Service Catchment.
• LGIP Transport identifies a future bus stop (BSF04) between Coral Tree Ave / Noosa Drive roundabout
and Grant Street / Noosa Drive / Sunshine Beach Road roundabout to be located south of the proposed
development.
• LGIP Pathways identifies future pathway (PW25) to be provided east of the development.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 14
Reference: 22BRT022 RP01_1
Page 16
4 Car Parking Arrangements
4.1 Council Parking Supply Requirement
The land use for the proposed development is identified as a ‘Resort Complex’, the definition of Resort
Complex within Noosa Planning Scheme are as follows:
“Resort complex means the use of premises for –
(a) Tourist and visitor accommodation that includes integrated leisure facilities (examples of
integrated leisure facilities – bars, meeting and function facilities, restaurants, sporting and
fitness facilities); or
(b) Staff accommodation that is ancillary to the use in paragraph (a); or
(c) Transport facilities for the premises (a ferry terminal or air service, for example)”
Noting the above, Table 9.4.1.4 of Driveways and Parking Code within the Noosa Plan 2020 identifies the car
parking requirements and is calculated below in Table 4-1.
Table 4-1: Parking Supply Assessment
Proposed Use Council – parking rate Area/Qty Parking supply Parking Provided
guidance guidance
Short term 1 space per accommodation 195 rooms 215 380 (including 4 PWD
Accommodation unit / cabin, plus spaces)
One space per 10
accommodation units / cabins
Hotel Facilities NA 5,411m² NA
(ancillary)*
Retail 1 spaces 20m² of use area 744m² 37
Hotel Function 1 spaces 20m² of use area 410m² 21
Restaurant 1 spaces 20m² of use area 1,007m² 51
and outdoor business area,
excluding kitchen and food
storage area
Auditorium 1 spaces 20m2 or 1 per 3 336m2 17
persons
Total 341 380 spaces
Note: *Hotel Facilities – Gym, prep kitchen, office, staff amenities, transfer lounge, day spa, toilets, reception, bag store, check in
lounge, lobby, games room
**Discussed further in details below
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 15
Reference: 22BRT022 RP01_1
Page 17
The proposed parking supply exceeds the parking guidance in accordance with the planning scheme. It is also noted that the proposed parking assessment is conservative as it hasn’t taken into consideration any potential “internal” utilisation of the resort uses. That is, the proposed parking supply exceeds the cumulative total of the Council requirements without application of any “discount” factors to take into consideration hotel guests utilising the restaurants or function / auditorium. Information Request (16th March 2023) – Item 3(i.) & (iii.) The proposed plans have been updated to provided additional parking which satisfies Council’s parking guidance. Persons with Disability The Building Code of Australia (BCA) requirement for PWD parking is ‘1 per 100 spaces’, noting that the total of four (4) PWD spaces provided are compliant with the BCA requirement. Carpark management The development plans include “boom gates” at the entry / exit of the car park. Whilst the details of the car park management plan, including any policy relating to paid parking, are yet to be resolved, the primary purpose of incorporating the boom gates controls into the development plan is to allow a validation system, or similar, to be implemented such that the car park is used only by guests, staff and legitimate visitors to the proposed development, and not by those not associated with the proposed development i.e. residents or visitors to the multi – unit developments along Serenity Close. Information Request (16th March 2023) – Item 4 The combination of the increased parking supply and the car park management validation system for guests, staff and visitors will ensure that the proposed development will not create any overflow parking onto the surrounding local street system. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 16 Reference: 22BRT022 RP01_1
Page 18
4.2 Car Park Layout
Table 4-2 identifies the characteristics of the proposed parking area with respect to the Council
requirements. The last column identifies the compliance of each design aspect.
Table 4-2: Parking Design Requirements
Design Aspect Minimum AS2890.1 Proposed Provision Compliance
Standard
Parking space length:
− Standard bay 5.4m 5.4m Compliant
Parking space width:
− Staff 2.4m 2.6m Compliant
− Public 2.6m 2.6m
− Vallet 2.4m 2.6m
− PWD 2.4m + 2.4m ‘Shared Area’ 2.4m + 2.4m ‘Shared Area’
Aisle Width:
− Parking aisle 5.8m 6.5m Compliant
− Circulation aisle/ramp 5.8m 6.0-6.5m
Parking envelope clearance – Space 0.3m clear of wall Space 0.3m clear of wall Compliant
space adjacent to wall
Maximum Gradient:
− PWD parking 1:40 (2.5%) Flat Compliant
− Parking bay 1:20 (5.0%) 1:20 (5.0%)
− Parking aisle 1:16 (6.25%) 1:20 (5.0%)
− Ramp 1:5 (20%) 1 in 10 (10.0%)
Height Clearance
− General Min. 2.2m (2.3m PWD) 2.3m Compliant
The proposed car park layout complies with Council’s / Australian Standard requirements and is therefore
considered acceptable.
The proposed porte cochere has been designed to accommodate a 21 seater mini bus, which will be used to
shuttle guests that do not have access to a private vehicle.
Relevant swept paths for the car park and the porte cochere, which demonstrate the acceptability of the
design, are contained in Appendix C.
Information Request (2 December 2023) – Item 28
The proposed modified car park layout has been designed to comply with the relevant standards and has been
certified by RPEQ Brian Camilleri (RPEQ 07577).
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 17
Reference: 22BRT022 RP01_1
Page 19
5 Site Access Arrangements 5.1 Introduction Access to the development car park is proposed to be provided via the existing Banksia Avenue / Grant Street roundabout. The site access will form a fourth leg to the roundabout. A secondary access, for service vehicles only is provided via Serenity Close. Access to the service vehicle facility is provided via a standard driveway off the cul-de-ac at the end of Serenity Close. The design of each driveway is described as follows. 5.2 Access 1 – Site Access via Banksia Avenue The access on Banksia Avenue is located on the southern side of the site frontage, and will form a fourth leg to the existing Banksia Avenue/Grant Street roundabout. This access will allow for both entry and exit movements for all light vehicles accessing the internal car parking areas. The largest vehicle expected to access the site from this driveway is a minibus, which is capable of circulating in / out of the site via the port cochere. It is envisaged that appropriate signage will be installed adjacent to the driveway to ensure larger vehicles do not enter via this driveway. Service vehicles will be directed to the driveway at the end of Serenity Close. As mentioned previously, coaches will not be required to service the proposed development. A concept roundabout design has been prepared, as shown in TTM Drawing 22BRT0022-03, Revision A, included in Appendix C, which demonstrates the access integration with the existing roundabout configuration, and includes swept paths to ensure vehicles departing the site can turn left into Banksia Avenue. The gradients on the driveway and access ramp have been designed in accordance with IPWEAQ RS-051 and Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking. The grade transitions have also been checked with appropriate ground clearance templates, with longitudinal grades shownattached plan. Noting that the detailed design of the proposed upgrades to the Grant Street/ banksia Avenue roundabout are yet to be finalised; grade transitions maybe further refined in detailed design. A summary of the Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking design provisions, the proposed provisions and deemed compliance for this access is shown in Table 5-1. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 18 Reference: 22BRT022 RP01_1
Page 20
Table 5-1: Site Access Arrangements
Design Aspect AS2890.1 Requirement Proposed Provision Compliance
Width / Crossover Type*~ 6.0m 6.5m Compliant
Distance from: Integrated with the minor
• minor intersection* 10m (min) > 10m intersection
• adjacent driveway* 3m (min) > 3m
In general, the proposed access arrangements are consistent with the provisions of the Australian Standards.
Information Request (2nd December 2022) – Item 22
TTM have provided a preliminary functional layout of Grant Street/ Banksia Avenue intersection and a longitudinal
section of the access ramp, which is designed in accordance with TYPE B2 IPWEAQ – RS051 through the verge.
Information Request (16th March 2023) – Item 5
The proposed Grant Street access has been integrated with the existing roundabout to ensure safe and efficient
movement of vehicles in all directions, including the left turn into Banksia Street from the development.
The access ramp has been designed with gradients suitable to accommodate the design vehicle – which in this case
is a minibus.
5.3 Access 2 – Serenity Close
Serenity Close access is located on the western side of the site frontage, which will provide access to all
vehicles and will be used as the main point of entry/ exit for service vehicles.
The grades within the verge will follow standard drawing RS-051 Type B2 IPWEAQ design and reach the flood
immunity level of RL13.4 at the property boundary before gently grading down to the basement with
transitions at 1:20(5%) and the main ramp graded a maximum 1:11.5 (8%).
TTM have provided the longitudinal grades from Serenity Close cul-de-sac into the respective loading area as
per Councils request (see Appendix)
A summary of the Australian Standard AS2890.1:2004 Parking Facilities Part 1 Off-street car parking design
provisions, the proposed provisions and deemed compliance for this access is shown in Table 5-2.
Table 5-2: Service Vehicle Access Arrangements
Design Aspect AS2890.1 Requirement Proposed Provision Compliance
Width / Crossover Type*~ 6.5m 8.0m Compliant
Distance from:
Compliant
• minor intersection* 10m (min) > 10m
• adjacent driveway* 3m (min) > 3m
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 19
Reference: 22BRT022 RP01_1
Page 21
In general, the proposed access arrangements are consistent with the provisions of the Australian Standards. Information Request (2nd December 2022) – Item 23a) i. & ii. & (16th March 2023) – Item 6. The grades within the verge from the Serenity Close cul-de-sac and access ramp are in accordance with standard drawing RS-051 Type B2 IPWEAQ which meets council requirements. TTM have shown the longitudinal grades as per councils request from the cul-de-sac into the respective loading area. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 20 Reference: 22BRT022 RP01_1
Page 22
6 Service Vehicle Arrangements
6.1 Council’s Requirement
To assess the required number of service bays for the development, TTM has referred to the Council
requirements for service vehicles. Clause 2 (b) of Section 9.4.1.2 of Driveways and Parking Code within
Council’s Planning Scheme states:
“Adequate provision is made for the standing, parking, loading and unloading, access and
manoeuvring of service vehicles within the development site.”
The proposed development proposes a loading area accessible via Serenity Close.
6.2 Proposed Service Vehicle Arrangements and Their Adequacy
The main loading area, located on the Basement level has a total of three (3) loading bays, suitable to cater
for the vehicles such as 10.7m Large Rigid Vehicle (LRV), 8.8m Medium Rigid Vehicle (MRV), 6.4m Small Rigid
Vehicle (SRV). The vehicles will enter the site in a forward gear, accessing the loading bay and perform a
single reverse manoeuvre and exit the site in a forward gear once the refuse/servicing has been performed.
For small deliveries, 3 VAN bays are provided on the Lower Ground Floor carpark in close proximity to the
service/maintenance lift in the eastern corner.
TTM Dwg 22BRT0122-SK02 within Appendix C illustrates the manoeuvring of service vehicles to/from the
main loading dock (all movements allow a minimum 500mm clearance). TTM have also conducted ground
clearance checks for all service vehicles.
The height clearance of 4.5m is maintained in the main loading area allowing full utilisation of the service
vehicle area for standing and manoeuvring.
The proposed service vehicle provisions, including the number of service vehicle bays and the associated
design, are considered adequate for the proposed development and compliant with AS 2890.2-2002 Parking
Facilities Part 2 Off-street commercial design.
Information Request (2nd December 2022) – Item 23a) iii.
TTM have conducted ground clearance checks for service vehicles entering/ exiting the site in forward gear.
Information Request (16th March 2023) – Item 7
The proposed plans have been updated to meet council height clearance requirements of 4.5m. The height clearance
floor to floor is more than adequate, with a level difference of 6.55m provided.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 21
Reference: 22BRT022 RP01_1
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7 Development Transport Demand
7.1 Existing Traffic Demand
TTM Data conducted traffic counts on Friday, 8th July 2022 and Saturday, 9th July 2022 to establish the
existing traffic volumes during the weekday and weekend peak-hour periods at the following intersections:
• Noosa Drive / Grant Street;
• Noosa Drive / Coral Tree Avenue; and
• Grant Street / Banksia Avenue.
The following peak periods were as follows:
• Noosa Drive / Grant Street / Sunshine Beach Road:
- Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:15pm to 4:15pm
- Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
• Noosa Drive / Coral Tree Avenue:
- Friday, 8th July 2022
AM Peak period: 9:00am to 10:00am
PM Peak Period: 3:15pm to 4:15pm
- Saturday, 9th July 2022
PM Peak Period: 1:00pm to 2:00pm
• Grant Street / Banksia Avenue:
- Friday, 8th July 2022
AM Peak period: 8:30am to 9:30am
PM Peak Period: 3:00pm to 4:00pm
- Saturday, 9th July 2022
AM Peak period: 10:15am to 11:15am
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 22
Reference: 22BRT022 RP01_1
Page 24
Detailed surveyed traffic volumes observed during the weekday/weekend AM and PM peak-hour periods are
attached in Appendix B.
7.2 Development Traffic Demand
7.2.1 Traffic Generation
The traffic generation rates are sourced from RTA (now RMS) dated 2002 and ITE as follows:
• Accommodation (Hotel) (ITE)
- Room/Villa/Suite/PWD 0.4 vph per room (weekday)
- Villa/Suite/PWD 0.65 vph per room (weekend)
• Retail (RTA) 12.3 vph per 100m² (weekday)
• Retail (RTA) 16.3 vph per 100m² (weekend)
• Restaurant (RTA) 5 vph per 100m²
• Hotel Function (RTA) 5 vph per 100m²
Based on the above generation rates, the trip generated by the proposed development is tabulated in Table
7-1 and Table 7-2.
Table 7-1: Traffic Generation by Proposed Development (Weekday)
Land Use Extent Weekday AM Peak** PM Peak**
Generation Rate Trip Gen External trip Reduction***
IN OUT IN OUT
Accommodation 168 Room 0.4 vph/bedroom 67 67 34 34 34 34
5 Villa 0.4 vph/villa 2 2 1 1 1 1
6 Lofts 0.4 vph/room 2 2 1 1 1 1
16 Suite 0.4 vph/suite 6 6 3 3 3 3
Retail (Shops) 774 m² GFA 6.15* vph/100m² GFA 48 25% 12 7 5 5 7
Restaurant 1,290 m² GFA 5 vph/100m² GFA 66 60% 40 - - 23 15
Hotel function 563 m² GFA 5 vph/100m² GFA 28 90% 25 - - 15 10
Total 219 154 46 44 82 71
Note: *Assumed 50% traffic would be generated during weekday AM and PM peak for retail.
**AM split: Hotel 50% IN/50% OUT, Retail – 60% IN / 40% OUT, Restaurant and Hotel Function – not operational.
**PM split: Hotel 50% IN/50% OUT, Retail– 40% IN / 60% OUT, Restaurant – 60% IN / 40% OUT and Hotel Function – 60%
IN / 40% OUT.
***Reduction – Based on the external trip.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 23
Reference: 22BRT022 RP01_1
Page 25
Table 7-2: Traffic Generation by Proposed Development (Weekend)
Land Use Extent Weekend PM Peak**
Generation Rate Trip Gen External Reduction***
trip
IN OUT
Hotel 168 Room 0.4 vph/bedroom 67 67 34 34
5 Villa 0.65 vph/villa 3 3 2 2
6 Lofts 0.65 vph/room 4 4 2 2
16 Suite 0.65 vph/suite 10 10 5 5
Retail (Shops) 774 m² GFA 16.3 vph/100m² GFA 126 25% 126 13 19
Restaurant 1,290 m² GFA 5 vph/100m² GFA 65 60% 65 23 15
Hotel function 563 m² GFA 5 vph/100m² GFA 28 90% 28 15 10
Total 304 180 93 86
Note: *AM split: Hotel 50% IN/50% OUT, Retail – 60% IN / 40% OUT, Restaurant and Hotel Function – not operational
**PM split: Hotel 50% IN/50% OUT, Retail – 40% IN / 60% OUT, Restaurant – 60% IN / 40% OUT and Hotel Function – 60%
IN / 40% OUT
***Reduction – Based on the external trip
7.2.2 Traffic Distribution
The distribution of development generation traffic by the proposed development is based on the traffic
survey and illustrated in Error! Reference source not found..
Figure 7-1: Traffic Distribution
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 24
Reference: 22BRT022 RP01_1
Page 26
Based on the above distribution the traffic generated by the proposed development peak hour period is
shown in Figure 7-2 below.
K atharina Street
TRAFFIC NETWORK DIAGRAM
Traffic Generation
ALL VEHICLES Serenity Close
Banksia Avenue
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
86 71 44
DEVELOPMENT SITE 0 0 0
0
0 47 84 94
0
Cor al Tr ee Avenue
Gr ant Road
0 47 42 24 26 30 30
0 0 0 0 21 25 25
47 42 24 0 13 15 15
Noosa Drive
12 12 21 23
13 21 26 21
23 Sunshine Beac h Road
Figure 7-2: Traffic Generation (vph)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 25
Reference: 22BRT022 RP01_1
Page 27
8 Future Transport Demands
8.1 Assessment Years and Traffic Growth
To estimate the future traffic volume for the 2024 and 2034 scenarios, the annual growth rate for the
Council has been determined based on the following:
• The forecasted population volume set out in Section 4.2 of Noosa Shire Economic Development Strategy
2021-2030. For Noosa, the population growth between 2020 and 2041 is projected to be 0.8%.
• The existing and projected demand for the transport network set out in Table SC3.1.7 of Council’s LGIP
Planning Assumptions Tables.
• For the Coastal Area (Noosa Heads), the existing and projected transport demand vehicle per day (vpd)
data between 2021 (331,603) and 2031 (369,091) is projected to be 1.08%.
For conservativeness, an annual growth rate of 1.2% has been adopted, which accounts for the future
development and is considered on higher end, given this level of growth over a 12-year period would result
in significant improvements / changes to the transport network, noting additional road connections, allowing
for additional dispersion of existing traffic volumes.
As such, while the overall traffic may increase by 1.2% per annum, the traffic growth on an individual road
segment is expected to be less than this as traffic disperses onto the ultimate road network.
TTM has identified three assessment periods for the road network as follows:
Current Traffic Scenario
This scenario includes the 2022 traffic volumes modelled over the existing road network. This analysis has
been performed for both the AM and PM Peaks.
Opening Year (2024) Traffic Scenario
This analysis incorporates a 1.2% per annum increase in the background traffic volume for a period of 2 years
from the most recent survey. For the base case scenario, the existing road network has been analysed.
Design Horizon (2034) Traffic Scenario
This analysis incorporates a 1.2% per annum increase in the background traffic volume for a period of 12
years (10 years past opening year).
Based on the development transport demand estimates (Section 8), traffic network diagrams have been
prepared showing traffic movements on the roads/intersections surrounding the development site for each
of the above scenario’s future year cases.
These network diagrams are included in Appendix D, with the respective diagrams identified as follows:
• Traffic Network Diagrams 1: 2022 Survey Traffic Volumes
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 26
Reference: 22BRT022 RP01_1
Page 28
• Traffic Network Diagrams 2: 2024 Base Case Traffic Volumes
- This has been calculated by applying annual growth to survey volumes (as per Diagram 1).
• Traffic Network Diagrams 3: 2034 Base Case Traffic Volumes
- This has been calculated by applying annual growth to survey volumes (as per Diagram 1).
• Traffic Network Diagram 4: 2024 Base + Development Traffic Volumes
- This has been calculated by adding volumes in Diagrams 2 and traffic generation together.
• Traffic Network Diagram 5: 2034 Base + Development Traffic Volumes
- This has been calculated by adding volumes in Diagrams 3 and traffic generation together.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 27
Reference: 22BRT022 RP01_1
Page 29
9 Traffic Impact Assessment TTM has assessed the performance of the following intersections to confirm the impact of the proposed development on the external road network utilising Sidra analysis software (version 9). 1. Noosa Drive / Coral Tree Avenue Roundabout 2. Noosa Drive / Sunshine Beach Road Roundabout 3. Grant Street / Banksia Avenue Roundabout 9.1 Analysis of Noosa Drive / Coral Tree Avenue Figure 9-1 shows the configuration of the Noosa Drive / Coral Tree Avenue roundabout adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis. Figure 9-1: Noosa Drive / Coral Tree Avenue SIDRA Layout 9.1.1 Analysis Results The results of the SIDRA analysis for the 2022 Existing, 2024 and 2034 Base and Base + Development scenarios (both weekdays and weekends) are summarised in Table 9-1. Detailed SIDRA output data is also included in Appendix E. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 28 Reference: 22BRT022 RP01_1
Page 30
Table 9-1: Summary of Sidra Outputs (Noosa Drive and Coral Tree Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Movement Overall Worst Noosa Drive Coral Tree Ave Noosa Dr
Movement (E) (N) (W)
Weekday - AM Peak Hour
2022 Survey 32.1% 5.1 sec 13.7 sec A B 18.1m 1.8m 17.5m
(U-turn Noosa Dr
W)
2024 Base 32.9% 5.2 sec 13.7 sec A B 18.8m 1.9m 18.1m
(U-turn Noosa Dr
W)
2034 Base 37.5% 5.2 sec 14.0 sec A B 22.4m 2.3m 21.7m
(U-turn Noosa Dr
W)
2024 Base + 34.7% 5.1 sec 13.7 sec A B 19.6m 2.0m 19.4m
Development (U-turn Noosa Dr
W)
2034 Base + 39.2% 5.2 sec 14.0 sec A B 23.3m 2.4m 23.2m
Development (U-turn Noosa Dr
W)
Weekday - PM Peak Hour
2022 Survey 41.8% 5.1 sec 12.0 sec A B 29.1m 1.0m 17.7m
(U-turn Noosa Dr
W)
2024 Base 42.7% 5.1 sec 12.1 sec A B 30.2m 1.1m 18.3m
(U-turn Noosa Dr
W)
2034 Base 48.3% 5.2 sec 12.4 sec A B 37.6m 1.4m 22.1m
(RT Coral Tree Ave
N)
2024 Base + 44.0% 5.1 sec 12.2 sec A B 32.0m 1.1m 20.7m
Development (RT Coral Tree Ave)
2034 Base + 49.6% 5.2 sec 12.7 sec A B 39.6m 1.4m 24.8m
Development (RT Coral Tree Ave
N)
Weekend – PM Peak
2022 Survey 39.8% 4.9 sec 12.4 sec A B 22.3m 1.2m 22.7m
(RT Coral Tree Ave
N)
2024 Base 40.8% 5.0 sec 12.5 sec A B 23.1m 1.2m 23.5m
(RT Coral Tree Ave
N)
2034 Base 46.6% 5.1 sec 13.3 sec A B 28.0m 1.5m 28.8m
(RT Coral Tree Ave
N)
2024 Base + 44.2% 4.9 sec 12.9 sec A B 24.8m 1.3m 26.6m
Development (RT Coral Tree Ave
N)
2034 Base + 51.0% 5.1 sec 13.7 sec A B 30.0m 1.7m 32.4m
Development (RT Coral Tree Ave
N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 29
Reference: 22BRT022 RP01_1
Page 31
N – North, S – South, E – East, W – West 9.1.2 Analysis Conclusions The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year, with development traffic included, with a worst-case DOS 51.0% (less than 85.0%, operational capacity of roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key operational metrics, with minor change to average intersection delay and at most an increase in queuing of 5m (equivalent to 1 vehicle). Based on this assessment, the proposed development is considered to have no adverse impact on the operations of this roundabout. 9.2 Analysis of Grant Street / Noosa Drive / Sunshine Beach Road Figure 9-2 shows the configuration of the Grant Street / Noosa Drive / Sunshine Beach Road adopted in the SIDRA analysis. All default SIDRA inputs were used for the analysis. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 30 Reference: 22BRT022 RP01_1
Page 32
Figure 9-2: Grant Street / Noosa Drive / Sunshine Beach Road SIDRA Layout
9.2.1 Analysis Results
The results of the SIDRA analysis for the 2022 Existing, 2024 and 2034 Base and Base + Development
scenarios (both weekdays and weekends) are summarised in
Table 9-2. Detailed SIDRA output data is also included in Appendix E.
Table 9-2: Summary of Sidra Outputs (Grant Street / Noosa Drive / Sunshine Beach Road Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Overall Worst Sunshine Beach Noosa Dr Grant St Noosa Dr
Movement Movement Rd (S) (E) (N) (W)
Weekday - AM Peak Hour
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 31
Reference: 22BRT022 RP01_1
Page 33
2022 Survey 30.3% 8.6 sec 18.3 sec A B 15.8m 11.5m 5.7m 12.0m
(RT Grant St N)
2024 Base 31.2% 8.7 sec 18.6 sec A B 16.4m 12.0m 6.1m 12.5m
(UT Grant St N)
2034 Base 36.5% 9.2 sec 20.8 sec A C 20.2m 14.7m 8.1m 15.6m
(UT Grant St N)
2024 Base + 31.8% 9.0 sec 19.0 sec A B 16.9m 12.4m 10.0m 13.2m
Development (UT Grant St N)
2034 Base + 37.4% 9.5 sec 21.2 sec A C 20.8m 15.2m 13.0m 16.2m
Development (UT Grant St N)
Weekday - PM Peak Hour
2022 Survey 40.2% 9.0 sec 20.3 sec A C 19.9m 23.8m 5.6m 15.3m
(UT Grant St N)
2024 Base 41.7% 9.1 sec 20.8 sec A C 20.8m 24.9m 6.1m 16.0m
(UT Grant St N)
2034 Base 49.8% 9.9 sec 24.2 sec A C 26.7m 32.2m 8.5m 20.2m
(UT Grant St N)
2024 Base + 45.9% 9.7 sec 21.5 sec A C 22.3m 26.3m 14.1m 18.5m
Development (UT Grant St N)
2034 Base + 54.3% 10.9 25.2 sec A C 28.5m 37.3m 19.1m 22.9m
Development sec (UT Grant St N)
Weekend – PM Peak
2022 Survey 31.6% 8.1 sec 19.3 sec A B 16.8m 16.9m 3.1m 13.7m
(UT Grant St N)
2024 Base 32.6% 8.2 sec 19.7 sec A B 17.4m 17.6m 3.2m 14.3m
(UT Grant St N)
2034 Base 38.2% 8.7 sec 22.6 sec A C 21.5m 21.6m 4.7m 17.8m
(UT Grant St N)
2024 Base + 34.0% 8.8 sec 20.6 sec A C 18.5m 18.4m 12.0m 17.9m
Development (UT Grant St N)
2034 Base + 39.9% 9.5 sec 22.9 sec A C 22.9m 22.7m 15.7m 21.9m
Development (UT Grant St N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
N – North, S – South, E – East, W - West
9.2.2 Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 54.3% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and at most an increase in queuing of
12m (equivalent to 2 vehicles).
Based on this assessment, the proposed development is considered to have no adverse impact on the
operations of this roundabout.
9.3 Analysis of Grant Street / Banksia Avenue
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 32
Reference: 22BRT022 RP01_1
Page 34
Outlined in Section 5, the access to the development will be achieved with the addition of a fourth leg to the
existing Grant Street / Banksia Avenue roundabout. The Sidra layout identified for this intersection is shown
in Figure 9-3. This layout is based on the concept intersection documented in TTM Drawing 22BRT0122-01,
Revision B, included in Appendix B.
Figure 9-3: Grant Street / Banksia Avenue SIDRA Layout
9.3.1 Analysis Results
The results of the SIDRA analysis for the 2034 Base + Development scenarios (both weekdays and weekends)
are summarised in Table 9-3. Detailed SIDRA output data is also included in Appendix E.
Table 9-3: Summary of Sidra Outputs (Grant Street / Banksia Avenue Roundabout)
Scenario DOS Average Delay LOS 95th Percentile Critical Queue (m)
Overall Worst Overall Worst Banksia Ave Grant Banksia Ave Site
Movement Movement (S) Street (E) (N) Access
(W)
Weekday - AM Peak Hour
2024 Base + 6.8% 5.5 sec 9.1 sec A A 0.1m 2.8m 2.3m 1.6m
Development (UT Banksia Ave
N)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 33
Reference: 22BRT022 RP01_1
Page 35
2034 Base + 7.2% 5.5 sec 9.1 sec A A 0.1m 3.0m 2.6m 1.6m
Development (UT Banksia Ave
N)
Weekday - PM Peak Hour
2024 Base + 9.9% 5.3 sec 9.4 sec A A 0.1m 4.4m 1.8m 2.6m
Development (UT Banksia Ave
N)
2034 Base + 10.4% 5.5 sec 9.4 sec A A 0.1m 4.7m 2.0m 2.7m
Development (UT Banksia Ave
N)
Weekend – PM Peak
2024 Base + 10.2% 5.3 sec 9.5 sec A A 0.1m 4.6m 2.3m 3.1m
Development (UT Banksia Ave
N)
2034 Base + 10.7% 5.4 sec 9.6 sec A A 0.1m 4.8m 2.6m 3.2m
Development (UT Banksia Ave
N)
RT – Right Turn Movement, Th – Through Movement, LT – Left Turn Movement, UT – U Turn Movement
N – North, S – South, E – East, W – West
9.3.2 Analysis Conclusions
The analysis indicates that the roundabout is expected to operate at suitable levels at the 2034 design year,
with development traffic included, with a worst-case DOS 10.7% (less than 85.0%, operational capacity of
roundabout) and overall LOS A. The addition of the development traffic has no notable impact to key
operational metrics, with minor change to average intersection delay and queuing.
Based on this assessment, the proposed development is considered to have no adverse impact on the
operations of this roundabout.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 34
Reference: 22BRT022 RP01_1
Page 36
10 Active Transport
10.1 Pedestrian Access
Formal pedestrian footpaths are provided along both Banksia Avenue and Serenity Close providing
connections to the surrounding area.
10.2 Cyclist Requirement
To assess the required number of bicycle parking for the development, TTM has referred to Table 9.4.1.4 of
Noosa Plan 2020 for the following uses:
• Accommodation activity One space per two dwellings
• Business/Community/Entertainment activity One space per 100m² up to 500m²; and
One space per 500m² in access of 500m².
Based on the above, the Council’s bicycle requirement is 124 bicycle spaces and the development provide
124 bicycle spaces which complies with Council’s requirement.
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 35
Reference: 22BRT022 RP01_1
Page 37
11 Summary and Conclusions 11.1 Access design and location The proposed access arrangements, with the car park and set down facility access integrated with the existing roundabout at the intersection of Grant Street / Banksia Street and the service vehicle access located off the cul-de-sac at the end of Serenity Close, are considered acceptable for the proposed development. The design of both driveways and access ramps comply with the required standards. 11.2 Car Parking Arrangements The proposed parking supply for the 380 parking spaces exceeds Councils requirements. 11.3 Impact on Surrounding Road Network Assessment of the proposed development indicates that the development will not have a significant impact on the future road network. As such, no further mitigating road works are required. 11.4 Service Vehicle Arrangements Servicing for this development will primarily be facilitated in the designated loading area on the Basement level accessed off Serenity Close. Service vehicle demands for the various uses of the site will be managed in a way to share the use of the loading area,. The largest design vehicle, a 10.7m LRV, can manoeuvre on site in order to enter and exit in a forward gear. Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the proposed development. 11.5 Active Transport Facilities The current public transport infrastructure and proposed site provisions for pedestrian/bicycle facilities is considered adequate for the development. 11.6 Conclusion Based on the assessment contained within this report, TTM see no traffic engineering reason why the relevant approvals should not be granted. Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 36 Reference: 22BRT022 RP01_1
Page 38
Appendix A Proposed Site Plan Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 37 Reference: 22BRT022 RP01_1
Page 39
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EAST
BA
EXISTING
TREE
NK
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EN
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UE
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CARP LEVEL 2
UP TO
32
23
ROLL ER
SHUT
CARPARK (163 CARS) SATELLITE
G
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EXISTING
BIN STORE
T
IN
RL 11.000 136 m²
TREE
5 RL 11.000
W
2
T
S
EOT/BIKE
ROLL ER
SHUT
E
46 PARK
W
ER
T
102 m² EXISTING
RL 11.000 TREE
E
CARPARK
29
S
ACCESS
O
OBBY
L
L
LIFT
C
STORE
Y
177 m²
IT
MSB
RL 11.000
N
COMMS
SERVICES/PLANT
E
712 m²
R
AN D
MENT
E
RL 11.000
NAGE NE
S
L MA
ENTA ATION ZO
ONM V
ENVIR CONSER
IN DAY SPA
GROUND 781 m²
TANK
D
RL 11.000
R
TA
R
U
O
C
L
NA
CARPARK EXISTING
R
TE
ACCESS TREE
EX
EXISTING
TREE
EXISTING
TREE
G
AR
20
D
1:
EN
BIN STORE
230 m²
N
LOADING IO
RL 11.450 AT G
R IN
LT T
FI XIS
IN E
E R E
V
20
AT ER
MRV
1:
W ES ES
IT
EX
SRV M
R R E
O P TR
D
TE
LRV T
S TO E
LA
D D TUR
O
IS
E E
E
AT T A
P
DOCK
R
AM
LS
D CA M
FI
OFFICE
I
O
1R
L LO
PO
13 m²
SO
T
1 :1
N NE
EN
TM
O
C ZO
EA
TR
D
AR
TY
R
U
O
C
AL
N
R
0
TE
1:2
EX
WATER
METER
GENERATOR
D
AN
E T
EXISTING
N EN
TREE
ZO M
N E
O G
TI NA
PMT
VA A
R LM
SE A
N T
O N
C ME
N
O
R
VI
EN
EXISTING
TREE
Keyplan Document Control Status Project Northpoint Drawing Title
RICHARDS&SPENCE A
Rev Description
DEVELOPMENT APPLICATION
By
GS
Date
06.10.22
3 - 7 SERENITY CLOSE PLAN - GA - BASEMENT
CHECK ALL DIMENSIONS ON SITE BEFORE
FABRICATION OR SETOUT
B DA ISSUE GS 07.10.22 PRELIMINARY
Level 1, Shop AM5 Ada Lane © COPYRIGHT RICHARDS AND SPENCE PTY LTD
C DA RFI CONSULTANT REVIEW GS 06.05.23 NOOSA HEADS NORTH Drawn: Proj Director:
AS & IR
D DA RFI PRELIMINARY ISSUE GS 16.05.23 JP
46 James Street
E FOR INFORMATION GS 22.05.23 Proj Architect:
Fortitude Valley ANY FORM OF REPRODUCTION OF THIS F FOR INFORMATION GS 25.05.23 Client:
Brisabane QLD 4006 DRAWING IN FULL OR PART WITHOUT THE GS
Tel: 617 3257 0077 WRITTEN PERMISSION OF RICHARDS AND
G FOR INFORMATION GS 29.05.23
CALILE MALOUF Cad File: Scale:
[email protected] SPENCE PTY LTD CONSTITUTES AN
H
I
DA RFI PRELIMINARY
DA RFI ISSUE
GS
MP
16.06.23
23.06.23 INVESTMENTS 1 : 400@A1 2100004
[email protected] INFRINGMENT OF COPYRIGHT J DA RFI ISSUE GS 05.07.23 Revision:
Drawing Number:
SD-A-01-01-G J
Page 40
WING
EAST
AUDITORIUM
BA
EXISTING
TREE
NK
9
SI
A
AMP 1
ARK R L
CARP TO LEVE
W N
DO
AV
5
26
AMP
EN
ARK R
CARP LEVEL 3
UP TO 6
UE
CARPARK
23 SUPPLY AIR
29 LIFT LOBBY RISER
CARPARK (172 CARS)
(4 PWD) (3 VAN)
FUNCTION
G
RL 14.500 EXISTING
VAN STORE
IN
TREE
136 m²
ROLL ER
SHUT
5
W
RL 14.500
ER
T
T
S
EOT/BIKE
E
42 PARK
W
2 102 m² EXISTING
VAN RL 14.500 TREE
PW D
VAN
PW D
VOID
PW D
LIFT
4
PW D
LOBBY
E
29
S
O
L
C
HOTEL IN ROOM
Y
OFFICES / DINING
IT
TURN
BOH / KITCHEN
N
ING B
CHANGE 104 m²
E
AY
ROOMS
R
632 m² AN D
MENT
E
NAGE NE
S
RL 14.500 HOTEL L MA
ENTA ATION ZO
ADMIN ONM V
ENVIR CONSER
289 m²
RL 14.500
EXISTING
TREE
5 ROOMS
(TYP)
EXISTING
TREE
HOTEL
EN
D
OFFICES /
AR
G
BOH
208 m² EXISTING
RL 14.500 TREE
SUITE
N
3 ROOMS IO
AT G
(TYP) R IN
LT T
FI XIS
EN
D
IN E
AR
VOID OVER R E
G
E V
LOADING AT ER
W ES ES
M
R R E
T O P TR
S TO E
E D D TUR
E
STORE AT T A
P
AM
29 m² ID CA M
1R
L LO
SO
1 :1
N NE
O
C ZO
5 ROOMS
(TYP)
0
1:2
EN
D
AR
G
SUITE
D
AN
E T
EXISTING
N EN
TREE
ZO M
N E
PMT
O G
W
TI NA
BELO
VA A
R LM
SE A
N T
O N
C ME
N
O
R
VI
EN
EXISTING
TREE
Keyplan Document Control Status Project Northpoint Drawing Title
RICHARDS&SPENCE A
Rev Description
DEVELOPMENT APPLICATION
By
GS
Date
06.10.22
3 - 7 SERENITY CLOSE PLAN - GA - LOWER GROUND
CHECK ALL DIMENSIONS ON SITE BEFORE
FABRICATION OR SETOUT
B DA ISSUE GS 07.10.22 PRELIMINARY
Level 1, Shop AM5 Ada Lane © COPYRIGHT RICHARDS AND SPENCE PTY LTD
C DA RFI CONSULTANT REVIEW GS 06.05.23 NOOSA HEADS NORTH Drawn: Proj Director:
AS & IR
D DA RFI PRELIMINARY ISSUE GS 16.05.23 JP
46 James Street
E FOR INFORMATION GS 22.05.23 Proj Architect:
Fortitude Valley ANY FORM OF REPRODUCTION OF THIS F FOR INFORMATION GS 25.05.23 Client:
Brisabane QLD 4006 DRAWING IN FULL OR PART WITHOUT THE GS
Tel: 617 3257 0077 WRITTEN PERMISSION OF RICHARDS AND
G FOR INFORMATION GS 29.05.23
CALILE MALOUF Cad File: Scale:
[email protected] SPENCE PTY LTD CONSTITUTES AN
H
I
DA RFI PRELIMINARY
DA RFI ISSUE
GS
MP
16.06.23
23.06.23 INVESTMENTS 1 : 400@A1 2100004
[email protected] INFRINGMENT OF COPYRIGHT J DA RFI ISSUE GS 05.07.23 Revision:
Drawing Number:
SD-A-01-02-G J
Page 41
WING
EAST
RL 20.000
IDE
4m W AUDITORIUM
BA
1:20
ATH EXISTING
336m²
O/F P 1:20 TREE
RL 18.500
NK
EXISTING 1:20
STORMWATER 9
SI
INLET
A
RL 17.500
AMP
1:20 R
1:20
AV
1:20
CARPARK RAMP
RAMP
DOWN TO LEVEL 2
RAMP
EN
14 CAR PARKS
LINE
5
OF
RETAIL
UE
POOL
233 m²
OVERLAND
STAIR G
PARK
RL 18.000 N
FLOW PATH TATIO
OVER
PAY S GATES RL 18.000
1:200 MIN.
IN
BOO M
TO
CARPARK SUPPLY
RETAIL PLAZA TO
STAIR TION AIR RISER
468 m²
E
RL 18.000 TOILETS FUNC
C
169 m²
N
TO
FE
RL 18.000 STAIR TION
FUNC
STAIR LINK - EN
GARD SIGNAGE
LOCALISED
GARDEN
LINE
BRIDGE OVER
G
EXISTING
O/F
IN
OF BU
TREE
W
IL
8
DING
0 1:
10 E 1 :4
ABOV
T
BLG 1:10 RAMP 1:20
OVER
S
DRIVEWAY /
E
BRIDGE LINK SETDOWN
W
ABOVE O/F PATH 17 CAR PARKS 26 GARDEN EXISTING
BIKES TREE
E
ABOV
BLG CHECK IN
NEW RL 18.000 LOUNGE
259 m²
LANDSCAPED VALET
E
LIFT
GARDEN LOBBY RECEPTION
S
83 m²
SOFT LANDSCAPE
O
CONTINUES
L
GARDEN
UNINTERRUPTED INTO OFFICE LOBBY BAR
C
BAG STORE
29 m²
TH
O/F PATH 45 m² 450 m²
. PA
RL 18.000
Y
KITCHEN
M W
IT
0 LO
IN
20 F
N
1: ND
GARDEN
LA
E
R
R
E
VE
N
AN D
LI
MENT
O
E
E
C
NAGE NE
K
N
C
S
MA
FE
L
A
9 ROOMS ENTA ATION ZO
TB
ONM V
ENVIR CONSER
SE
CE
(TYP)
N
m
FE
10
L
O
PO
EN
D
AR
G
9 ROOMS
(TYP)
G EXISTING
AR
CE
D
EN
TREE
N
FE
L
EXISTING
O
QUIET
PO
TREE
POOL SUITE
TH
. PA
M W
0 LO
IN
EXISTING
20 F
TREE
1: ND
LA
R
VE
O
GYM SUITE
344 m²
CE
RL 17.250
FEN
6 ROOMS
BRIDGE
(TYP)
LINK ABOVE N
IO
O/F PATH AT G
3 ROOMS R IN
LT T
1:
20 (TYP) FI XIS
R IN E
AM
E R E
RL 18.000 V
AT ER
P
LAWN
W ES ES
M
RL 17.250 R R E
STORE T O P TR
S TO E
EN
61 m² D D TUR
D
AR
E E
AT T A
G
NEW G ID CA M
AR L LO
LANDSCAPED SO
H
D
N NE
AT
EN
GARDEN O
C ZO
MI W P
00 LO
N.
5 ROOMS
1 :2 D F
(TYP)
N
LA
ER
OV
SUITE
D
AN
E T
EXISTING
N EN
TREE
ZO M
N E
O G
TI NA
VA A
R LM
SE A
N T
O N
C ME
N
O
R
VI
EN
EXISTING
TREE
Keyplan Document Control Status Project Northpoint Drawing Title
RICHARDS&SPENCE B
Rev
DA ISSUE
Description By
GS
Date
07.10.22
3 - 7 SERENITY CLOSE PLAN - GA - GROUND FLOOR
CHECK ALL DIMENSIONS ON SITE BEFORE
FABRICATION OR SETOUT
C DA RFI CONSULTANT REVIEW GS 06.05.23 PRELIMINARY
Level 1, Shop AM5 Ada Lane © COPYRIGHT RICHARDS AND SPENCE PTY LTD
D DA RFI PRELIMINARY ISSUE GS 16.05.23 NOOSA HEADS NORTH Drawn: Proj Director:
AS & IR
E FOR INFORMATION GS 22.05.23 JP
46 James Street
F FOR INFORMATION GS 25.05.23 Proj Architect:
Fortitude Valley ANY FORM OF REPRODUCTION OF THIS G FOR INFORMATION GS 29.05.23 Client:
Brisabane QLD 4006 DRAWING IN FULL OR PART WITHOUT THE GS
Tel: 617 3257 0077 WRITTEN PERMISSION OF RICHARDS AND
H DA RFI PRELIMINARY GS 16.06.23
CALILE MALOUF Cad File: Scale:
[email protected] SPENCE PTY LTD CONSTITUTES AN
I
J
DA RFI ISSUE
DA RFI ISSUE
MP
GS
23.06.23
28.06.23 INVESTMENTS 1 : 400@A1 2100004
[email protected] INFRINGMENT OF COPYRIGHT K DA RFI ISSUE GS 05.07.23 Revision:
Drawing Number:
SD-A-01-03-G K
Page 42
Appendix B Traffic Survey Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 38 Reference: 22BRT022 RP01_1
Page 43
Coral Tree Ave bo Je Intersection Totals zi TWinule [15 Minute | 15 Winute Fou Time Time Time Time (15 min) | Total Vehicles | Light Vehcies | Heavy Vehices | Time (Hr) | Total Vehicles 06:30 - 0548 06:30 - 05:48 06:30 - 06:45 0 06:30-06:45 [m= 49 47 2 06:30-07:30 | 287 06:48 - 07:00 06:48 - 07:00 06:45 - 07:00 a 06:45 -07:00 [== 64 60 4 0645-07.45 | 935 07:00-07:15 07:00-07:15 07:00-07:15 a 07:00- 07:15 |= 62 80 2 07:00- 0800 | _370 07:18 -07:20 07:18 -07:20 07:18 -07:20 a 07:15 - 07:30 [mam 92 e4 8 07:15-08:15 | 403, 07:30 07:45 07:30 07:45 07:30 07:45 a 0730-0745 |= 97 90 7 07:30-08:30 | 464 07:45 - 08:00 07:45 - 08:00 07:48 - 08:00 0 07:45- 08.00 |= 99 98 1 0745-0845 | 509 5 = - 08:00- 08:15 |= 15 412 3 08:00- 0900] 613. 08:15 08:20 0 0 | [08:18 08:30 08:15 - 08:20 0 0 08:15 -06:30 | =a 146 7 08:15-09:15 | 705 5 = - 08:30- 08:45 |= 42 137 5 08:30- 09:30 | __772 08:45 - 09:00 08:45 - 09:00 08:45 - 09:00 08:45 - 09:00 194 9 08:45 -09:45 | 849 09:00- 09:15 |=ameor 200 7 09:00- 10:00 | 697 09:16 -09:30 218 2 09:15- 10:15 | 690 AMTOTAL | 1993 1916 7 ‘AM TOTAL na ‘ANI Peak ‘ANI Peak ‘ANI Peak ‘AN Peak 297 268 29 ‘AM Peak nla 75:00 - 15:15 75:00 - 15:15 75:00 - 15:15 75:00- 15:18 260 3 7600- 16:00 | 1064 15:15- 1520 |—eo—= 29 4 45:8-16:15 [1113 15:30- 15:45 241 7 1530-1630 | 1076 15:45 - 16.00 |[—Po0== 259 1 55-1645 | 1086 16:00- 16:15 308 4 1600-1700 | 1098, 1615-1620 | 4 16:15 - 16:30 16:15 - 16:30 0 1615-1630 |_—2e—= 256 ° 16:15-17:15 | 1035, 1630-1645 | 2 16:30 - 16:45 16:30 - 16:45 0 16:30 16:45 253 5 1630-1730 | 1000 1645-17-00 | 5 16:45 - 17:00 16:45 - 17:00 1 11645 - 17:00 an 1 165-1745 | 953 a7.00- 17:15 [1 97.00 17:15 17:00 -17:15 a 17.00- 17:15 246 3 17.00- 18:00 | 876 4715-1730 | 3 97:98 -17:30 17:95 - 17:30 0 17:15 17:30 | =moo 221 ° 1715. 16:15 | _ 627 5 0 5 5 0 1730-1745 |_=amewe 209 2 4730-1830 | 406 1745 18:00 | 5 1745 16:00 | 62 17:45 - 18:00 9 1745 16:00 [=e 192 3 1745-1645 |__ 195 PM TOTAL | 34 PM TOTAL PM TOTAL 1 PMTOTAL | 3038 3005 33 PM TOTAL nla PM Peak: | 10 PM Peak | 548 PM Peak a PM Peak: 1113 1097 16 PM Peak: nla
Page 44
‘Sunshine Beach Ra Tatersection Total
Page 45
Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 07:15 - 07:30 (07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: 43 Banksia Ave Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 (07:15 - 07:30 07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: Banksia Ave Time (06:30 - 06:45 (06:45 - 07:00 (07:00 - 07:15 (07:15 - 07:30 07:30 - 07:45 (07:45 - 08:00 (08:15 - 08:30 16:00 - 16:15 16:15 - 16:30 16:30 - 16:45 16:45 - 17:00 17:00 - 17:15 17:18 - 17:30 17:45 - 18:00 PM TOTAL PM Peak: Grant St ie Intersection Totals Te Minute] _1Minute | __15 Minute Hourly Time (15 min) | Total Vehicles | Light Vehicles | Heavy Vehicles | Time (Hr) _| Total Vehicles 06:30 - 06:45 | =—t7 16 1 06:30 - 07:30 53 (06:45 - 07:00 [== 11 "1 oO (06:45 - 07:45 58 07:00- 07:15 |_——7 15 2 (07:00 - 08:00 60 07:15-07:30 [m= 8 8 o 07:15 - 08:15 64 07:30- 07:45 |_=——Pe 2 1 07:30 - 08:30 80, 07:45 - 08:00 |= 13 12 1 07:45 - 08:45 79 08:00- 08:15 >on 20 1 (08:00 - 09:00 92. (08:15 - 08:30 23 1 (08:15 - 09:15 98 08:30- 08:45 |_>mot 2 0 (08:30 - 09:30 110 (08:45 - 09:00 26 oO (08:45 - 09:45 89 09:00- 09:15 |_>woram 27 0 (09:00 - 10:00 63 (09:15 - 09:30 36 oO 09:15 10:15 36 ‘AM TOTAL 243 236 7 ‘AM TOTAL. la ‘AM Peak 110 110 oO ‘AM Peak nla 15:00 - 15:15 26 oO 16:00 - 16:00 107 55-5.) —=—— 28 1 15:15 - 16:15 401 15:30 - 15:45 23 1 15:30 - 16:30 99 15-45-1600 |_ —=2e=—= 28 oO 15:45 - 16:45 99 16:00-16:15 | =O 20 oO 16:00 - 17:00 99 16:15 - 16:20 | —=2P= 27 oO 16:15 -17:15 4100 16:30 - 16:45 22 2 16:30 - 17:30 93 16:45 - 17:00 28 0 16:45 -17:45 96 17:00-17:15 | oe 2 oO 17:00 - 18:00 90 17:15-17:20 | ——20 20 oO 17:15 - 18:15 69 1720-1745 _—=o 27 0 17:30 - 18:30 49 17-45 - 18:00 22 oO 17:45 - 18:45 22 PM TOTAL 296 292 4 PM TOTAL nla PM Peak: 107 105 2 PM Peak: nla
Page 46
Time 10:00 - 10:15 10:15 - 10:30 10:20 - 10:45 10:45 - 11:00 11:00 - 11:15 11:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 Coral Tree Ave Time 10:00 - 10:15 10:15 - 10:30 10:20 - 10:45 10:45 - 11:00 11:00 - 11:15 11:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 TOTAL Peak Hr 1793: 449 Time 10:00 - 10:15 10:15 - 10:30 10:30 - 10:45 10:45 - 11:00 11:00 - 11:15 14:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 aol! bo Je Intersection Totals T5Mnute | 15 Winule_| 15 Minute Four Time (15 min) | Total Vehicles | Light Vehicies | Heavy Vericks | Time (Hr) | Total Vehicles 10:00 = 10:15. 249 2 0:00-1:00] 981 10:16 - 10:30 238 2 0:15-1:15 | 1008 10:30 10:45 248 5 10:30- 11:30 | 1043 10:45 - 11:00 236 1 10:45 - 11:45 | 1055 1:00-1:15 274 4 11:00- 12:00 | 1034 1415 -11:30 274 1 145-12:15 | 1041 1130-1145 261 4 1130- 12:30 | 1049 a5 - 12:00 213 3 thas 12.45 | 1033 12:00 12:15 279 6 12:00- 13:00 | 1074 12:6. 12:30 283 ° 725-13:15 | 1053 12330-1245 247 2 42:30-13:30 | __ 1030 12:45 - 13:00 257 0 1245-1345 | 1054 7300-1315 |_—o— 260 4 13:00 - 14:00 | 1095 315-13:30 259 1 Tas-14:15 | 631 1330-1345 |_—<ore— | 269 4 13:30. 14:30 |_ 571 1:45 - 14:00 295 3 1345-1445 |__ 298 TOTAL 4184 4142 az TOTAL na Peak He 1095 1083 2 Peak He nla
Page 47
‘Sunshine Beach Ra Tatersection Total
Page 48
Time 70:00 - 10:15 14:15 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:15 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Banksia Ave Time 10:00 - 10:15 14:18 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:18 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Banksia Ave Time 10:00 - 10:15 14:18 - 11:30 11:45 - 12:00 12:18 - 12:30 12:45 - 13:00 13:18 - 13:30 13:90 - 13:45 13:45 - 14:00 TOTAL Peak Hr Grant St ie Intersection Totals TSwinute | 76 Minuie | 15 Minute Four Time (15 min) | Total Vehicies | Light Vericies | Heavy Vehicles | Time (Hr) | Total Vehicles 10:00 - 10:16 29 0 Fo:00- 11:00} 108 10:15-10:30 | —=Pr 27 o 70:15 -11:15 [112 10:30 10:45 23 2 10:30- 11:30 | 104 10:45-11:00 |_——Pr 27 ° 10:45 11:45 99 11:00- 11:16 33 0 11:00 - 12:00 90 1115-110 Ve 19 0 11:15 - 12:16 67 7130-1145 [eo 20 ° 17:30 12:30 at 1145-12.00 |_—re 18 0 145 = 12:45 a6 1200-1215 [mm 10 10 o 12:00 - 13:00 98 12:15 - 12:30 32 1 12:15- 13:15 [107 1200-125 eo 25 0 12:30 - 13:30 93 12:45 - 13:00 30 0 1245- 13:45, 38 13:00-13:15 |_—t? 18 1 13:00 - 14:00 78 73:15-130 19 0 13:15 - 14:16 59 1330-1345 |_—20 20 0 13:30- 14:30 40 13:45 -14:00 | =—e7 20 0 Tad5 = 14:45, 20 TOTAL 374 3704 TOTAL nla Peak Hr 112 110 | Peak Hr nla
Page 49
Appendix C Service Vehicle Swept Paths Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 39 Reference: 22BRT022 RP01_1
The text continues on page 50.