Original source · versioned page text
2019-12-11 SM Agenda - Item 1 - Attachment 4 - Final New Noosa Plan Part 8-9 Schedule Appendix Track Change version
The original of this document is very large (14.9 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Text sections have not been matched to the original PDF pages. Use the original document to check page numbers.
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn Performance outcomes Acceptable Outcomes
(c) not located within a riparian buffer area mapped on a
Biodiversity, Waterways and Wetlands Overlay Map; and
(d) setback 400 metres from the full supply level of Lake
Macdonald
Editor’s Note—the Plumbing and Drainage Act 2003 sets out
requirements for onsite effluent treatment and disposal
systems.
Landscaping
PO6 AO6
Buildings and structures allow for sufficient space for outdoor Soft landscaping is provided and retained to a minimum of 20%
activities, garden areas and screening to surrounding land of the site area.
uses.
Car parking
PO7 AO7
Sufficient car parking is provided to accommodate the number Car parking is provided in accordance with Table 9.4.1.4 of the
of vehicles likely to use the site. Driveways and parking code.
Driveway and crossover
Editor’s Note—In addition to the following benchmarks for accepted development subject to requirements for driveway and
crossovers, approval is required from Council to construct or modify all crossovers.
Access Design
PO8 AO8.1
The design, management and maintenance of the access Driveways and crossovers are designed to comply with
facilitates: Council's standard drawings RS049, RS050, RS056 and
(a) safe and convenient use for vehicles, pedestrians and addendum as applicable.
cyclists;
AO8.2
(b) vehicles negotiating without contacting the driveway or
Where a footpath exists, the driveway meets the road reserve at
crossover surface; and
the level of the existing footpath.
(c) stormwater disposal without any negative impacts on the
surrounding area. AO8.3
Driveways within the property:
(a) have a maximum gradient of 20% and vertical curves to
ensure no scraping for a standard vehicle; or
(b) have a maximum gradient of 25% provided–
(i) the length of the driveway steeper than 20% does
not exceed 6 metres; and
(ii) there is a change in gradient not less than 2
metres in length and not greater than 12:5% at
the ends of the 25% section of the driveway.
PO9 AO9
The driveway and crossover design avoids using structures The driveway and crossover i s designed without significant
within the road reserve. alteration to the existing road reserve groundwhereby the
finished surface level of the driveway is consistent in height with
the existing height of the road reserve.
Editor’s Note—Should the design not comply with the standard
drawings, including any cut or fill within the road reserve, an
operational works application to Council for a nonstandard
driveway is required.
Materials
PO10 AO10
**FINAL DRAFT Post Consultation 2019** Page 4 of 7
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalVery large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.