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2019-12-11 SM Agenda - Item 1 - Attachment 5 - Final New Noosa Plan - Part 1-6 - Clean version
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Log in to see the plans as drawn In accordance with The Noosa Plan:
Sustainable Building Design Code – addressing water efficiency and stormwater management incorporating
water harvesting and reuse and reducing impervious area;
Design Waste Management Code and supporting planning scheme policy addressing the design and location of bin
storage areas, recycling, waste separation and bin wash down areas;
Landscaping Code addressing effective landscape treatment and water management to optimise
stormwater filtration and minimise sedimentation and erosion activity and runoff;
Water Quality and Drainage Code – addressing the management of wastewater, stormwater, runoff,
groundwater and environmental flows as part of an integrated water cycle system, including the use of WSUD,
managing stormwater quality, erosion and sediment. Supported by the Engineering Design Standard PSP.
Biodiversity Overlay – addressing the management, conservation and rehabilitation of biodiversity values
including riparian vegetation, aquatic fauna, soils, landforms, waterways and drainage lines.
4.4.2 Transport network
The trunk transport infrastructure network is generally considered to:
align within (or adjacent to ) trunk road corridors; and
provide main through linkage connections and/or to specific high use destinations and facilities.
Table 4.4.2 Transport Desired Level of Service
Road Hierarchy and Desired Level of Service (DSS)
Arterial Distributor Collector
Median or Rural Street Sealed
Traffic (VPD) >20K <20K 10K to 20K 5K to 5K to 5K to 1K to 1K to 1K to <500
15K 15K 15K 5K 5K 5K
Posted Speed (km/h) 80/100 60 or 70 60 40 or 50 80 60 60 80 Warning
Lane width (m) 4x3.5 2x3.5 2x3.5 2x3.5 2 or 2x3.0 2x3.0 2x3.5 2x3.0 5.5
4x3.3^
Bike Lanes (Y/N) (m) Y 2.0 Y 2.0 Y 1.5 Share N N N N N
or Y*
On Street Parking (Y/N) No Y sometimes offset No Y Y N N
Shoulder width (m) Dual Bike Dual use Park and Bike 1.5 Dual use Park 1 N
and Bike sealed
Carriageway width (m) Varies 11 min 11 min k2k 10 min Varies 9 Form 11 min 13k2k 8 min 5.5 form
k2k k2k k2k form
Pathway (m) 3 in urban 3des, 2 min 2 full N 2 desired, 1.2 N
desired width min %
Pathway sides One Both One Where N Both Both N/A
Dev
Median landscaped (m) Y3 min N/A Sometimes for aesthetics 2 min.^ N Varies for N/A
aesthetics
Reservation width (m) Reserve width = lanes + median + paths + verges 20 Min 20 Min
Lighting Standard V4 V3 V3 V3 V3, P4 Int'sect V3 Int'sect Int'sect N/A
V4 V3 V3
Traffic Loading (EsA's) 5 x 106 1 x 106 1 x 106 5 x 105 1 x 106 1 x 106 N/A
Limited Access (Y/N) Y N At times N N N N
Noise Attenuation Subject to noise levels N N
^ Lane configuration and median type depend on the streetscape
% Pathway widths are demand driven
* Provision of separate bike lanes depends on traffic situation and commercial acceptance
**FINAL DRAFT Post Consultation 2019**
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