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Traffic Report · MCU21/0175
Traffic Engineering Report Lot 2 Noosa Civic, Noosaville Proposed Mixed Use Commercial Development
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About TTM
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Revision Record
No. Author Reviewed/Approved Description Date
1. T.Lingard / S. Draft Report 26/07/21
Chapman
2. T.Lingard S.Crank – RPEQ Final Report 27/07/21
18360
3. T.Lingard S.Crank – RPEQ Amended 29/09/21
18360 Report (PSP
2020)
© 2019 - 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 ..........................................................................................................................................4
1.1 Background .................................................................................................................................. 4
1.2 Scope ............................................................................................................................................ 4
1.3 Site Location ................................................................................................................................. 5
2 Proposed Development .........................................................................................................................6
2.1 Development Profile .................................................................................................................... 6
2.2 Access ........................................................................................................................................... 6
2.3 Parking.......................................................................................................................................... 6
3 Existing Transport Infrastructure ............................................................................................................7
3.1 The Road Network ........................................................................................................................ 7
3.2 Road Planning............................................................................................................................... 7
3.3 Public Transport and Pedestrian Facilities .................................................................................... 8
4 Car Parking Arrangements ................................................................................................................... 11
4.1 Council Parking Supply Requirement .........................................................................................11
4.2 Car Park Layout ..........................................................................................................................12
5 Site Access Arrangements .................................................................................................................... 13
5.1 Proposed Access Arrangement ..................................................................................................13
6 Service Vehicle Arrangements .............................................................................................................. 14
6.1 Noosa Council Requirements .....................................................................................................14
6.2 Practical Demands ......................................................................................................................14
6.2.1 Office Use .......................................................................................................................14
6.2.2 Showroom Use ...............................................................................................................14
6.2.3 Refuse Collection ............................................................................................................14
6.3 Loading bay provisions ...............................................................................................................14
6.4 Service Vehicle Manoeuvring .....................................................................................................15
7 Active Transport .................................................................................................................................. 16
7.1 Public Transport .........................................................................................................................16
7.2 Pedestrian Access .......................................................................................................................16
7.3 Cyclist Requirements ..................................................................................................................16
8 Traffic Impact Assessment ................................................................................................................... 17
Site: Lot 2 Noosa Civic, Noosaville 2
Reference: 21BRT0259
Page 4
8.1 Estimated Traffic Generation .....................................................................................................17
9 Summary and Conclusions ................................................................................................................... 18
9.1 Car Parking Arrangements..........................................................................................................18
9.2 Access Arrangements .................................................................................................................18
9.3 Service Vehicle Arrangements ....................................................................................................18
9.4 Active Transport Facilities ..........................................................................................................18
9.5 Impact on Surrounding Road Network .......................................................................................18
9.6 Conclusion ..................................................................................................................................18
Appendix A Proposed Site Plan................................................................................................................. 19
Appendix B Swept Path Drawings ............................................................................................................. 20
Appendix C Proposed Road Works ........................................................................................................... 21
Table Index
Table 2.1: Development Profile ......................................................................................................................... 6
Table 3.1: Local Road Hierarchy ......................................................................................................................... 7
Table 3.2: Bus Route Summary .......................................................................................................................... 9
Table 4.1: Parking Supply Requirement ........................................................................................................... 11
Table 4.2: Parking Design Requirements ......................................................................................................... 12
Table 3: Cyclist requirements........................................................................................................................... 16
Figure Index
Figure 1.1: Site location (Source: Nearmap) ...................................................................................................... 5
Figure 3.1: Bus Stop Location/Routes ................................................................................................................ 9
Figure 3.2: Cycle Facilities (Source: Noosa Council Interactive Mapping) ........................................................ 10
Site: Lot 2 Noosa Civic, Noosaville 3
Reference: 21BRT0259
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1 Introduction
1.1 Background
TTM Consulting has been engaged by Stockwell Development Group Pty Ltd to prepare a traffic engineering
report investigating a proposed office and showroom development located at Lot 2 Noosa Civic, Noosaville.
It is understood that a traffic assessment is required as part of a Development Application submission to
Noosa Shire Council (NSC).
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 development demand
• Parking layout to provide efficient and safe internal manoeuvring
• Identification of likely traffic volumes and traffic distribution from the future development
• Identification of likely traffic impact of development on the public road network
• Access configuration to provide efficient and safe manoeuvring between the site and the public road
network
• Internal road layout to provide efficient and safe internal manoeuvring for service vehicles
• Suitability of access and internal facilities to provide for pedestrian and cyclist operation
• Access to suitable level of public transport
To assess the proposed transport arrangements, the development plans have been assessed against the
following guidelines and planning documents:
• Noosa Shire Council Planning Scheme 2020, specifically:
- Transport Code
- Driveways and Parking Code
- PSP 9 Waste Management
- Interactive Mapping
• Australian Standard 2890 series
• Building Code of Australia
Site: Lot 2 Noosa Civic, Noosaville 4
Reference: 21BRT0259
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1.3 Site Location
The site is located at Lot 2 Noosa Civic, Noosaville as shown in Figure 1.1.The property description is Lot 2 on
SP246584. The site has an approximate site area of 9,550m2. The site is located on the eastern side of the
Noosa Civic Centre with frontage to Noosa Civic car park access road. Walter Hay Drive is located
immediately to the east.
Site Location
Figure 1.1: Site location (Source: Nearmap)
Site: Lot 2 Noosa Civic, Noosaville 5
Reference: 21BRT0259
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2 Proposed Development
2.1 Development Profile
The development proposal includes a mixed use development consisting of office and showroom. The
breakdown of the development is described in Table 2.1 below. A site plan prepared by Buchan is provided
within Appendix A.
Table 2.1: Development Profile
Use Area/Qty
Commercial:
- Showroom 2,675m2
- Office 1,267m2
Total 3,942m2
2.2 Access
The development is to be accessed via an existing access easement on the western frontage of the site from
the Noosa Civic car park access road. The attached development plan includes the following access
arrangement:
- 4.5m wide service lane access to the north of the site
- 6.2m wide car parking access via the access easement
- Priority control with all turns permitted.
2.3 Parking
The development proposal includes the following parking supply:
• 95 car parking spaces comprising of:
- 16 staff spaces
- 79 visitor spaces
- 2 PWD spaces
• 13 motorcycle spaces
Site: Lot 2 Noosa Civic, Noosaville 6
Reference: 21BRT0259
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3 Existing Transport Infrastructure 3.1 The Road Network All roads in the immediate vicinity of the site are administered by NSC. The hierarchy and characteristics of roads in the immediate vicinity of the site as per the NSC Local Plan Area Map 12 are shown in Table 3.1 Table 3.1: Local Road Hierarchy Road Speed Limit Lanes Classification Road Authority Walter Hay Drive 60kph 4 (two-way divided) Arterial Noosa Council Noosa Civic Access Road 30kph 2 – 4 (two-way chevron divided) Local Noosa Civic (private) Eenie Creek Road 80kph 4 (two-way divided) Arterial Noosa Council Hofmann Drive 50kph 2 (two-way, divided) Collector Noosa Council *Default speed limit on unsigned roads is 50 kph in built-up areas in Queensland 3.2 Road Planning Stockwell Development Group Pty Ltd have proposed several road and infrastructure upgrades to be constructed within the immediate vicinity of the development site. As shown in the plans in Appendix C it is proposed that three new roads will be constructed linking to the southern end of Hofmann Drive. This will include two additional intersections within the new road network providing access to Noosa Civic Shopping Centre and Walter Hay Drive. New Hofmann Drive (New Road A) will be a two lane, dual carriageway. This road will join to the southern 4- legged roundabout that will connect New Road B, New Road C and continue to the existing southern roundabout at Walter Hay Drive. Proposed New Road B will provide individual access to lots 10-16. Proposed New Road C (private road) will connect the southern and northern roundabout while providing access to lots 3, 7, 8 and 9. The northern roundabout will provide access to Noosa Civic Shopping Centre and the existing northern roundabout at Walter Hay Drive. It is proposed that concrete footpaths will be provided on both sides of the new roads. Site: Lot 2 Noosa Civic, Noosaville 7 Reference: 21BRT0259
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TTM have reviewed Noosa Council’s Local Government Infrastructure Plan (LGIP) mapping for future road
network. It is understood that there are several roadway projects within the wider road network. However,
the road network upgrades in the immediate vicinity of the site as follows:
• R09 (upgraded roundabout capacity) at the intersection of Eenie Creek Road / Walter Hay Drive and
estimated to be completed 2021 – 2026.
• PW14 (connection of missing link) on Rene Street and estimated to be completed 2021 – 2026.
• PW15 (connection of missing link) on Hofmann Drive and estimated to be completed 2021 – 2026.
It is understood that there are no land dedication requirements for the subject site resulting from these
upgrades.
3.3 Public Transport and Pedestrian Facilities
Buses
The proposed development is located within approximately 300m walking distance from the Noosa Civic
Shopping Centre bus stops. This bus stop services the 5824, 622, 628, 629, 632 bus routes operated by
Translink. This bus stop also services route 5824 which is a Sunshine Coast school bus service and does not
service the public. This bus stop operates approximately 78 bus services on a typical day providing suitable
connectivity to the public transport network within the Sunshine Coast area and higher frequented Translink
services. A summary of the bus stop location and routes are shown in Figure 3.1 below.
Site: Lot 2 Noosa Civic, Noosaville 8
Reference: 21BRT0259
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Noosa Civic Shopping
Site Location
Centre Bus Stop – Routes
5824, 622, 628, 629, 632
Figure 3.1: Bus Stop Location/Routes
Table 3.2 summarises the various bus routes, areas serviced by them and the timings of the operation.
Table 3.2: Bus Route Summary
Bus Route Servicing Operating Times Frequency (Approx.)
622 Noosa Junction, Peregian 5:55AM – 5:35PM (Monday – Friday) 60 min (peak and non-peak)
Springs, Coolum, Airport, 6:52AM – 5:35PM (Weekends & Public Holidays)
Maroochydore
628 Parklands, Tewantin, 7:08AM – 6:08PM (Monday – Friday) 60 min (peak and non-peak)
Noosa Civic, Noosa 7:08AM – 6:08PM (Weekends & Public Holidays)
Junction
629 Tewantin, Noosa Civic, 7:50AM – 5:50PM (Monday – Friday) 60 min (peak and non-peak)
Noosa Heads, Noosa 8:50AM – 4:50PM (Weekends & Public Holidays)
Junction
632 Cooran, Pomona, Cooroy, 8:35AM, 1:15PM, 6:25PM (Monday – Friday) 5 hours (only 3 services are
Tewantin, Noosa Civic, 8:35AM, 1:15PM, 6:25PM (Weekends & Public operated daily)
Noosa Junction Holidays)
Pedestrians
Formal pedestrian footpaths are provided along both sides of the Noosa Civic Access Road which provide
access to the wider pedestrian network within the Noosa Civic Centre.
Site: Lot 2 Noosa Civic, Noosaville 9
Reference: 21BRT0259
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Cyclists
The Noosa Council Bicycle Path Overlays identifies that the on-street bicycle lanes and pathways in the
immediate vicinity of the site are the primary bicycle routes used which are illustrated in Figure 3.2.
For all intents and purposes, the existing bicycle network is expected to satisfy Noosa Councils desired level
of cycle connectivity.
Approximate Site Location
Legend:
Figure 3.2: Cycle Facilities (Source: Noosa Council Interactive Mapping)
Site: Lot 2 Noosa Civic, Noosaville 10
Reference: 21BRT0259
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4 Car Parking Arrangements 4.1 Council Parking Supply Requirement Table 4.1 below sets out the NSC standards in terms of car parking provision. The parking standards are based on rates set out in the NSC ‘Driveways and Parking Code’. Table 4.1: Car Parking Supply Requirement Land Use Council Requirement Extent Requirement Provision Showroom 1 space/50m2 2,675m2 53.5 Office 1 space/30m2 for second floor 1,267m2 42.2 95 Total 96 NSC specifies that PWD spaces will be provided at the rate specified in Australian Standards. According to Table B1 in AS2890.6, the provisions regarding the number of required accessible car spaces for Australia are given in Building Code of Australia (BCA). In accordance with the BCA requirements, class 5 buildings require PWD spaces at a rate of 1 space per 100 parking spaces. The development proposes 2 PWD spaces located at the eastern side of the main car park close to the building entry. The development provides 95 spaces across the site, a shortfall of 1 space from the NSC requirement. It is expected that parking will be shared throughout the Noosa Civic Centre and patrons are likely to visit the centre to access multiple developments. The proposed development is therefore likely to have a lower practical parking requirement than noted in the Noosa Council Plan and the proposed parking supply is therefore considered adequate. Noosa Council specifies that motorcycle spaces are to be provided at a rate of 1 space per 100m 2 GFA for offices and showrooms. The development provides 13 motorcycle spaces located across the site while council requires 39 motorcycle spaces, resulting in a shortfall of 26 spaces. It is expected that the practical motorcycle parking requirements for the proposed development will not exceed the 13 spaces provided and in the unlikely event that all motorcycle bays are occupied, unoccupied vehicle spaces could be used for short term visitor motorcycle parking. Furthermore, it is noted that the previous NSC 2006 Planning Scheme specified a rate of 1 motorcycle space per 10 parking spaces, requiring a total of 10 motorcycle spaces. The proposed development exceeds this previous requirement by 3 spaces. Site: Lot 2 Noosa Civic, Noosaville 11 Reference: 21BRT0259
Page 13
4.2 Car Park Layout
Table 4.2 identifies the characteristics of the proposed car parking area with respect to Noosa Councils
Requirements. The car park layout is to be designed in accordance Australian Standard AS2890.1. The last
column identifies the compliance of each design aspect.
Table 4.2: Parking Design Requirements
Design Aspect AS2890.1 Requirement Proposed Provision Compliance
Parking space length:
− Standard Space 5.4m 5.4m Compliant
− PWD Space 5.4m 5.4m Compliant
− Parallel bays 5.9m 5.9m – 6.2m Compliant
Parking space width:
− Staff 2.4m 2.4m Compliant
− Visitor 2.6m 2.6m Compliant
− PWD Space 2.4m + 2.4m ‘Shared Area’ 2.4m + 2.4m ‘Shared Area’ Compliant
− Clearance to obstruction 0.3m 0.3m Compliant
− Parallel bays 2.1m 2.1m Compliant
Aisle Width:
− Staff 5.8m 5.8m – 6.2m Compliant
− Visitor 5.8m 5.8m – 6.2m Compliant
Parking envelope clearance Space 0.3m clear of wall or Space 0.3m clear of wall or Compliant
large columns large columns
Maximum Gradient:
− PWD parking 1:40 (2.5%) Flat Compliant
− Parking bay 1:20 (5.0%) Flat Compliant
− Parking aisle 1:16 (6.25%) 1:20 (5%) Compliant
Height clearance:
− General Min 2.2m (2.5m PWD) 4.25m Compliant
The development proposal complies with ‘AS2890.1’ requirements.
Site: Lot 2 Noosa Civic, Noosaville 12
Reference: 21BRT0259
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5 Site Access Arrangements 5.1 Proposed Access Arrangement It is proposed that vehicular access for the development will be provided via a 6.2m wide aisle onto the existing access easement providing access to the Noosa Civic Access Road. Entry access for service vehicles is provided to the north of the site via the existing service lane to the rear of the existing developments to the north of the Noosa Civic Centre. It is proposed that service vehicles will exit via the car park and 6.2m wide crossover to the access easement. NSC revert to the standard drawings published by the Institute of Public Works Engineering Australia, Queensland (IPWEAQ) for crossover design. However, the access to the development from the access easement is considered a parking aisle in this instance and has therefore been designed to accommodate the exiting manoeuvre of the largest service vehicle required to exit the site. As illustrated in TTM Drawing 21BRT0259-02 a Heavy Rigid Vehicle (HRV) can exit the site via the modified 6.2m aisle to the access easement and onto the Noosa Civic Access Road via a right turn manoeuvre. To ensure larger service vehicles do not exit left onto the Noosa Civic Access Road, sweeping into the auxiliary right turn lane, appropriate signage is proposed to be provided. This will be detailed in the signs and line marking plans as part of detailed design. Furthermore, all service vehicles proposed to service the site will be made aware of this limitation and the requirements to exit ‘right only’ onto the Access Road. Overall, the access arrangements are considered suitable for the proposed development site. Site: Lot 2 Noosa Civic, Noosaville 13 Reference: 21BRT0259
Page 15
6 Service Vehicle Arrangements 6.1 Noosa Council Requirements The Noosa Council Plan 2020 does not stipulate specific servicing requirements for office or showroom developments and no specific requirements are set for the number of service vehicle bays. It is expected that the largest vehicle to access the site will be a Heavy Rigid Vehicle (HRV) required for occasional servicing of the showroom. The Noosa Council Waste Management Planning Scheme Policy PSP9 requires that adequate provisions be made for the standing, parking, loading and unloading, access and manoeuvring of service vehicles within the development site. 6.2 Practical Demands 6.2.1 Office Use Office spaces comprised of 1,250m2 GFA typically require regular servicing via a Small Rigid Vehicle (SRV) and occasional servicing via a Medium Rigid Vehicle (MRV). The requirements in both the Sunshine Coast Council and Brisbane City Council Planning Schemes support these requirements. One delivery per day by an SRV could be expected for small goods office deliveries with occasional servicing by and MRV for larger goods expected no more than once per week. It is expected that regular servicing will occur via Vans including couriers. 6.2.2 Showroom Use Information provided by the client suggests that the showroom use will require regular servicing, up to 5 deliveries per day, via SRV and MRV sized vehicles with deliveries via a Heavy Rigid Vehicle (HRV) occurring twice per week. 6.2.3 Refuse Collection Refuse is to be collected by Noosa Council Waste Services. As per NSC’s Waste Management PSP9 a front loading WCV is required to access the development site. Servicing is expected to occur a maximum of 2 times per week. Once per week for general waste collection and once every two weeks for recycling. It is expected that staff will wheel bins to the front of the WCV on collection days, to assist with proposed reverse in manoeuvre and one-way service road arrangement. It is expected that proposed waste bins for the development will be of a size and make where they can be wheeled by staff. 6.3 Loading bay provisions As illustrated on the development plans included in Appendix A, it is proposed that 3 servicing bays will be provided on-site, including: Site: Lot 2 Noosa Civic, Noosaville 14 Reference: 21BRT0259
Page 16
• 1 X SRV bay (Bay dimension – 3.5m x 6.4m)
• 1 x MRV bay (Bay Dimension – 3.5m x 8.8m)
• 1 x HRV bay (Bay dimension – 3.5m x 12.5m)
The proposed service bays are provided in accordance with Australian Standard AS2890.2.
It is expected that the proposed service bays will adequately service the needs of the proposed
development. The HRV bay will be used by the WCV twice per week and the HRV delivery for the showroom
twice per week. The bay will be vacant at all other times and can be used by SRV or MRV service vehicles.
When the HRV bay is used for WCV or HRV servicing the SRV and MRV bays will be available for the regular
deliveries of the office and showroom. Appropriate signage will be provided (in the detailed design stage) to
ensure the HRV bay remains vacant during the periods of refuse collection and HRV deliver for the
showroom.
6.4 Service Vehicle Manoeuvring
TTM have undertaken a swept path analysis of a HRV, MRV and SRV travelling through the service road,
manoeuvring into and out of the service bays and continuing to exit the site. These manoeuvres are shown in
TTM Drawing 20BRT0372-01 and 20BRT0372-02 included in Appendix B demonstrating the service vehicles
can enter and exit the site safely in a forward gear.
Servicing via larger vehicles is expected to occur outside of peak hours when the internal traffic flows are low,
and servicing is not expected to have an impact on the internal operation of the site.
Overall, the proposed service vehicle arrangements are considered appropriate for the site.
Site: Lot 2 Noosa Civic, Noosaville 15
Reference: 21BRT0259
Page 17
7 Active Transport
7.1 Public Transport
Access to public transport from the site is considered suitable, due to the presence of the bus stop located at
the Noosa Civic Shopping Centre approximately 300m walking distance north of the site, and its connectivity
to Coolum, Maroochydore, Noosa Heads, Peregian Springs, Tewantin.
Access to public transport from the site is considered adequate.
7.2 Pedestrian Access
Pedestrian access to the site is considered suitable with formal pedestrian footpaths provided along both
sides of the Noosa Civic Access Road which facilitates access to the development. Pedestrian connection is
provided internally throughout the development site connecting to the existing pedestrians facilities within
Noosa Civic. Pedestrian access is also provided throughout the wider network within the Noosa Civic Centre.
7.3 Cyclist Requirements
The NSC ‘Driveways and Parking Code’ specifies that bicycle spaces are to be provided at a rate shown in
Table 3 below.
Table 3: Cyclist requirements
Land Use Council Requirement Extent Requirement Provision
Business Activity – Showroom/Office 1 space per 50m2 up to 500m2, and 1
3,942m2 17
space per 500m2 in excess of 500m2 7
Total
The development proposes 7 bicycle spaces at the south west corner adjacent Building 1. It is expected that
the remaining 10 spaces will be accommodated within the back of house areas of the office and showroom.
Site: Lot 2 Noosa Civic, Noosaville 16
Reference: 21BRT0259
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8 Traffic Impact Assessment 8.1 Estimated Traffic Generation The RTA’s Guide to Traffic Generating Developments, recommends using specific generation rates for planning purposes and has been used as the basis of this assessment. Application of these rates for the proposed development is provided below. Showroom The RTA does not provide specific rates for a ‘showroom’ and the rates for a ‘bulky good retail store’ have therefore been adopted in this instance. The average peak period traffic generation rate noted for a ‘bulky good retail store’ is 2.5 vehicle trips per 100m2 GFA during a Thursday peak hour, resulting in a total of 67vph (in+out) in the peak hour period. Office The peak period traffic generation rate used for a ‘office’ is 2 vehicle trips per 100m2 GFA during the peak hour, resulting in a total of 25vph (in+out) in the peak hour periods. Conclusion This equates to a total of 92 vph in the peak hour periods. It assumed that the existing road network within and surrounding the Noosa Civic Centre has been designed to accommodate the maximum yield of each Lot within the centre and the associated trip generation of the proposed development will therefore have minimal impact on the existing road network. Furthermore, Stockwell Development Group Pty Ltd have proposed several road and infrastructure upgrades surrounding the proposed development site as noted in Section 3.2 and the proposed works mitigates the generation of the proposed development. Site: Lot 2 Noosa Civic, Noosaville 17 Reference: 21BRT0259
Page 19
9 Summary and Conclusions 9.1 Car Parking Arrangements Overall, the proposed parking provisions are considered suitable for the proposed development site. 9.2 Access Arrangements Overall, the access arrangements are considered suitable for the proposed development site. 9.3 Service Vehicle Arrangements Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the proposed development. 9.4 Active Transport Facilities The current public transport infrastructure and proposed site provisions for pedestrian/bicycle facilities is considered adequate for the development. 9.5 Impact on Surrounding Road Network Assessment of the proposed development indicates that the development will not have a significant impact on the road network. 9.6 Conclusion Based on the assessment contained within this report, TTM see no traffic engineering reason why the relevant approvals should not be granted. Site: Lot 2 Noosa Civic, Noosaville 18 Reference: 21BRT0259
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ttm Appendix A Proposed Site Plan Site: Lot 2 Noosa Civic, Noosaville Reference: 21BRTO259
Page 21
1 2 3 4 5 6 7 8 9 10 11 12
11134 4595 6300 8500 8500 8500 8500 8500 8500 8500 7730
A Y 1
E RH A-DA-2000
A LT IVE 2
W DR A-DA-3001
INE
YL
RETAINING
WALL
R BIO RETENTION BASIN 1 22 m2
300
DA T
UN AN TRENCH GRATE
EN
AL L
GW
BO
300
OV
AININ
RET
EC
FALL
4500
300
DASHED LINE FOR ONE WAY ONLY
AC ROOF ABOVE BO
00 P PR UN
NS
0
30 ACK
450
STAFF CARBAYS 4 CARS 2 MC IV DA
PE
45
RE
MC 2 SRV DASHED LINE FOR
B
TA
A
EO
ININ
T AWNING ABOVE
TE R
00
ON
A-2
G
SE T Y
WA
EW
IV A WA
LL BIN BIN BIN BIN
AY
LL
OP LI
PR TAIN
ING EGRESS EGRESS O NLY E NE
RE N
BIN
MRV
SP
AC
8500
BIN
PLANT
AN
E E
CO
BIN
IC EL 12
RV HRV VE
B-2 SE
MC 2 BUILDING 2 EGRESS
NA
NT
A-1
2600
SHOWROOM
7392
DASHED LINE FOR
EASEMENT 5
RE
5800 ROOF ABOVE
8500
TA
IN
955 m2
IN
G
DASHED LINE FOR
C-2
W
FFL 8930
AL
LEVEL ABOVE
L
UNDERCROFT
STAFF CARPARK B-1
8194
LIFT
12 CARS
2 MC
8500
STAIRS
1
D-2
6
ENTRY ENTRY
2550
C-1
STAIRS
E-2
TGSI
TGSI
TGSI SHOPFRONT
ONE WAY ONLY
2 7 2600 RL 8750
2
8500
LINE OF
8 20 3
NT
SET 000
BALCONY
OVER
A-DA-3000 TGSI
V E NA
BAC
K A-DA-2000
D-1
21
2600
BUILDING 1
5800
FALL CARPARK 1 FALL
E CO
60 CARS 300
RL 8750
TROLLEY
SHOWROOM 170
1
BAYS
300
8500
SPAC
41 50 GFA 1720 m2 4500
A-DA-3001
5400 1800 5400
FALL
excl airlock
E-1
OPEN
FFL 8930
LOBBY
TGSI TGSI TGSI 1:31 TGSI FALL
TGSI TGSI
6200
ATE
6300
8500
FALL
1
SERVICE LANE
PRIV
51 60
KERB
F-1
OAD
5800
FALL FALL 300
28
8500
TGSI
SITE 7 BIKES
ER
BOUNDARY 40 29
00
RAMP
1.20
60 1:
G-1
EASEMENT 1 61
VAT
TGSI
2226
TRENCH GRATE RETAINING WALL
4563
BIO-RETENTION BASIN 2 RL 8600 DASHED
H-1
EXISTING FOOTPATH RAMP 1.20 LINE FOR
PRI
50 m2 ROOF
ABOVE
TURNAROUND
TGSI 1
C
BAY
M
1:
3000 20 1
8
K
S TBAC
RA
E
M
P
1.
20
RL 8300 CARPARK 2
6600
TGSI
15 CARS RL 8300
9 MC
EX
IST
IN 15
G MC 9
MC 6
FO 9
OT
PA PYLON
TH
SIGN
TRENCH GRATE
BIO-RETENTION BASIN 3
SETBACK
20 m2
3000
STORMWATER
EASEMENT
FOOTPATH LAYOUT
1 TO BE CONFIRMED
A-DA-3000
GROUND FLOOR PLAN-FOR INFORMATION [210726]
1.500 @ A3
Page 22
ttm Appendix B = Swept Path Drawings Site: Lot 2 Noosa Civic, Noosaville Reference: 21BRTO259
Page 23
FALL
TGSI TGSI TGSI
TGSI TGSI
1
51 60
FALL HRV - Heavy Rigid Vehicle FALL
SITE
BOUNDARY 40 29
AY
RH
1:
EASEMENT
16
E
LT VE
1
WA DRI TRENCH GRATE RETAINING WALL
RY
LIN
E
BIO RETENTION BASIN 1 22 m 2
RETAINING
WALL EXISTING FOOTPATH BIO-RETENTION BASIN 2 RL 8600
DA T 50 m 2
UN AN ALL TRENCH GRATE
EN
W
ING
BO OV RE TAIN
FALL
EC
DASHED LINE FOR ONE WAY ONLY
BO TGSI
AC
ROOF ABOVE
P PR UN
NS STAFF CARBAYS 4 CARS 2 MC IV DA
PE
DASHED LINE FOR RE
MC 2 SRV TA
IN AT
EO
AWNING ABOVE
ON
EW
ING
WA E RY
IVAT GW
AL
L BIN BIN BIN BIN
AY
ON
LL
OP LI
NE
PR RE
TA
ININ EGRESS EGRESS LY EN
BIN
SP
MRV A
BIN
E
PLANT CE
N CO
LA
BIN
I CE 12 HRV VE
RV NA
SE
N
MC 2 BUILDING 2 EGRESS
T
d Vehicle
EASEMENT 5 SHOWROOM DASHED LINE FOR
RE
y Rigi ROOF ABOVE
T
HRV - Heav
AIN
955 m 2
IN
G
DASHED LINE FOR
W
FFL 8930
AL
LEVEL ABOVE
L
UNDERCROFT
STAFF CARPARK
LIFT
12 CARS
2 MC STAIRS
1
6
ENTRY ENTRY
STAIRS
TGSI
TGSI
TGSI SHOPFRONT
ONE WAY ONLY
7 LINE OF
RL 8750
BALCONY 8 20
NT
OVER
TGSI
VENA
21
FALL CARPARK 1 FALL
BUILDING 1 SCALE 1:400
E CO
60 CARS
TROLLEY
RL 8750 SHOWROOM
BAYS
SPAC
50 GFA 1720 m 2
FALL
41 12.5 HRV 12.5m
excl airlock
Overall Length 12.500m
OPEN
FFL 8930
LOBBY
TGSI TGSI TGSI 1:31 TGSI FALL Overall Width 2.500m
TGSI TGSI
Overall Body Height 4.300m
ATE
FALL
1 Min Body Ground Clearance 0.417m
SERVICE LANE
PRIV
51 60 Track Width 2.500m
KERB
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 12.500m
AD
FALL FALL
28
Clearance Envelope 0.500m
RO
TGSI
SITE 7 BIKES
BOUNDARY 40 29
RAMP
1.20
ATE
1:
EASEMENT 2.4 5.9 1.4
16
TGSI
1
TRENCH GRATE RETAINING WALL
V
EXISTING FOOTPATH BIO-RETENTION BASIN 2 RL 8600 RAMP 1.20
DASHED
LINE FOR
PRI
50 m 2 ROOF
ABOVE
TURNAROUND
TGSI 1
BAY
C
1:
M
20
8
1
RA
M
P
1.2
0
RL 8300 CARPARK 2
TGSI
15 CARS RL 8300
9 MC
EX
IS TIN
15
MC 9
MC 6
G 9
FO
OT
PA PYLON
TH
SIGN
TRENCH GRATE
BIO-RETENTION BASIN3
20 m 2
STORMWATER
EASEMENT
FOOTPATH LAYOUT
TO BE CONFIRMED
GROUND FLOOR PLAN-FOR INFORMATION [210726]
1.500 @ A3
NOTES:
SCALE 1:750
1. MAPPING UNDERLAY PROVIDED BY NEARMAP. MAY PRELIMINARY
BE SUBJECT TO DETAILED DESIGN & SITE SURVEY.
2. ALL UNITS SHOWN ARE IN METERS (m) UNLESS ADVICE ONLY
OTHERWISE NOTED
27 July 2021
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
AS SHOWN ON PLAN TTM CONSULTING PTY LTD LOT 2, NOOSA CIVIC, NOOSAVILLE 21BRT0259 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
LEVEL 8, 369 Ann Street, BRISBANE QLD 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE QLD 4003 21BRT0259-02 B
VEHICLE SWEPT PATH ANALYSIS
B 27-07-21 BASE PLAN REVISED AH TL SC
STOCKWELL T: (07) 3327 9500 F: (07) 3327 9501 DESIGN VEHICLE SRV, MRV AND HRV DATE SHEET
A 23-07-21 ORIGINAL ISSUE AH TL SC E: [email protected] W: www.ttmgroup.com.au 27 Jul 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 24
RETAININ RETAININ
G WALL G WAL L
BIO RETENTION BASIN 1 22 m 2 BIO RETENTION BASIN 1 22 m 2
TRENCH GRATE TRENCH GRATE
DASHED LINE FOR
MRV - Medium RigidFALL
Vehicle DASHED LINE FOR
FALL SRV - Small Rigid Vehicle
ONE WAY ONLY ONE WAY ONLY
ROOF ABOVE BO ROOF ABOVE BO
PR UN PR UN
STAFF CARBAYS 4 CARS 2 MC DASHED LINE FOR RE IV DA STAFF CARBAYS 4 CARS 2 MC DASHED LINE FOR RE IV DA
SRV TA
INI AT SRV TA
IN AT
AWNING ABOVE
ON
EW
N GW
AL E RY AWNING ABOVE
ON
EW
ING
WA E RY
LL
BIN BIN BIN BIN
AY L
OP LI BIN BIN BIN BIN
AY OP LI
EGRESS EGRESS O NLY EN NE EGRESS EGRESS ON
LY EN NE
BIN
BIN
SP SP
MRV AC MRV AC
BIN
BIN
E E
CO CO
BIN
BIN
HRV VE HRV V EN
NA AN
NT
BUILDING 2 EGRESS BUILDING 2 EGRESS
T
SHOWROOM DASHED LINE FOR
SHOWROOM DASHED LINE FOR
RE
RE
ROOF ABOVE ROOF ABOVE
TA
TA
IN
IN
955 m 2 955 m 2
I
I
NG
NG
W
W
FFL 8930 FFL 8930
AL
AL
L
L
LIFT LIFT
STAIRS STAIRS
6.4 SRV - Small Rigid Vehicle 8.8 MRV - Medium Rigid Vehicle
Overall Length 6.400m Overall Length 8.800m
Overall Width 2.330m Overall Width 2.500m
Overall Body Height 3.500m Overall Body Height 3.633m
Min Body Ground Clearance 0.398m Min Body Ground Clearance 0.428m
Track Width 2.330m Track Width 2.500m
Lock-to-lock time 4.00s Lock-to-lock time 4.00s
Curb to Curb Turning Radius 7.100m Curb to Curb Turning Radius 10.000m
Clearance Envelope 0.500m Clearance Envelope 0.500m
1.05 3.8 1.5 5
RETAININ
G WALL
BIO RETENTION BASIN 1 22 m 2
TRENCH GRATE 12.5 HRV 12.5m
Overall Length 12.500m
DASHED LINE FOR
HRV - Heavy RigidFALL
Vehicle Overall Width 2.500m
ONE WAY ONLY Overall Body Height 4.300m
ROOF ABOVE BO Min Body Ground Clearance 0.417m
PR UN Track Width 2.500m
STAFF CARBAYS 4 CARS 2 MC RE IV DA
SRV DASHED LINE FOR TA
INI AT Lock-to-lock time 6.00s
AWNING ABOVE
ON
EW
N GW
AL E RY Curb to Curb Turning Radius 12.500m
BIN BIN BIN BIN
AY L
OP LI Clearance Envelope 0.500m
EGRESS EGRESS O NLY EN NE
BIN
SP 2.4 5.9 1.4
MRV AC
BIN
E
CO
BIN
HRV VE
HRV - Heavy Rig NA
id Vehicle NT
BUILDING 2 EGRESS
SHOWROOM DASHED LINE FOR
RE
ROOF ABOVE
TA
IN
955 m 2
IN
G
W
FFL 8930
AL
L
NOTES:
1. MAPPING UNDERLAY PROVIDED BY NEARMAP. MAY
LIFT
BE SUBJECT TO DETAILED DESIGN & SITE SURVEY. PRELIMINARY
2. ALL UNITS SHOWN ARE IN METERS (m) UNLESS
STAIRS OTHERWISE NOTED ADVICE ONLY
27 July 2021
SCALE PROJECT PROJECT NUMBER ORIGINAL SIZE
0 4 8 12 16 20m
TTM CONSULTING PTY LTD LOT 2, NOOSA CIVIC, NOOSAVILLE 21BRT0259 A3
ABN 65 010 868 621 DRAWING TITLE DRAWING NUMBER REVISION
SCALE 1:400 AT ORIGINAL SIZE
LEVEL 8, 369 Ann Street, BRISBANE QLD 4000
NORTH CLIENT P.O. BOX 12015, BRISBANE QLD 4003 21BRT0259-01 B
VEHICLE SWEPT PATH ANALYSIS
B 27-07-21 BASE PLAN REVISED AH TL SC
STOCKWELL T: (07) 3327 9500 F: (07) 3327 9501 DESIGN VEHICLE SRV, MRV AND HRV DATE SHEET
A 23-07-21 ORIGINAL ISSUE AH TL SC E: [email protected] W: www.ttmgroup.com.au 27 Jul 2021 1 OF 1
REV. DATE AMENDMENT DESCRIPTION DRAWN CHECKED APPROVED
Page 25
ttm Appendix C Proposed Road Works Site: Lot 2 Noosa Civic, Noosaville Reference: 21BRTO259
Page 26
EE
LEGEND: PROPOSED BOUNDARIES NIE
CR
EE
EXTENT OF WORKS BOUNDARIES
KR
OA 1856-R42
D
AD
EE K RO
IE CR
LOT 4 EE EEN
SP246584 NIE
CR
EE
KR
OA
D
LOT 1 WA
SP222982 LTE
RH LOT 23
AY
DR
IVE
RIVE
HOFMANN D
EXISTING NOOSA CIVIC
SHOPPING PRECINCT LOT 147
1856-R41 NPW889
LOT 2
1856-R61
LOT 21
1856-R60
1856-R40
HO
T LOT 19 LOT 3
FM
E
SP246584
RENE STREE
HAY DRIV
AN
LOT 18
N DR LOT 17
LOT 3
IVE
WALTER
DC
LOT 7
OA
WR
NE
1856-R38
NE
LOT 4
W
1856-R39
HO
FM
LOT 5
AN
LOT 6 LOT 7
ND
LOT 8 RP46782
LOT 15 RIV
E LOT 9
1856-R37 NE
LOT 5 W
RO
SP222982 1856-R59 AD
LOT 16 A
LOT 14 1856-R58
NE
W
LOT 10
ROAD B
1856-R57
LOT 13
LOT 11 LOT 2
RP160983
LOT 12
1856-R36
VE
DRI
AY
RH
1856-R35
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 4 OF 42
0 40 80 120 160 200m FOR STOCKWELL PTY LTD
C
D
21-09-20
15/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
E 23/11/20 REVISED AS PER COUNCIL RFI MEETING MM CL DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3
F 10-02-21 REVISED FOR CONSTRUCTION DTB TS DESIGN CHECK (RPEQ 19358) p 07 5443 8285 OVERALL WORKS LAYOUT PLAN R33 F
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 ISSUE FOR CONSTRUCTION a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
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