court appeal · 152004.240041.3

Noosa Council documents




                          Print Date: 29 October 2018, 3:45 PM


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Noosa Council documents

Standards. In this case, a 6 metre wide seal on a 6 metre wide formation with sealed
shoulders and line marking shall be provided at no cost to Council.

14. Prior to endorsement of Stages 2, 3 or 4, a new T-intersection shail be constructed with
Lawnville Road and the development site in accordance with Council's standards and
requirements with clear sight lines of 115 metres in each direction. Where vegetation needs to
be removed to maintain these sight lines, new vegetation shall be planted outside of the area
required for the sight lines to ensure the rural vegetated character of the area is maintained.

45. Full engineering details of all roadworks and any associated works (such as clearing,
revegetating, drainage works, etc.) shall be submitted to Council prior to obtaining a
Development Permit for Operational Works.

16. . The main internal road to serve the proposed allotments, which runs between
Lawnville Road and the new internal intersection (at the junction of Lots 20, 22 &
Park), shall be constructed to a Local Road standard whereas the remaining internal
roads shall only be constructed to an Access Road standard.

These standard of roads are defined below and shall all be constructed in accordance
with Council's Engineering Design Standards: |

Access Road: 6 metre wide AC or 2 coat seal pavement on a 6 metre formation with
a design traffic loading of 5.0 x 10* ESA's within a 20 metre wide road
reserve. uae

Local Road: 6 metre wide AC or 2 coat seal pavement kerb to kerb with a design
traffic loading of 1.0 x 10° ESA's within a 20 metre wide road reserve.

17. Steep road designs shall be avoided with all internal roads aiming to achieve a
maximum longitudinal grade of 16%, and shall enable pedestrian walking
convenience.

18, The internal road design shall aim to reduce the amount of visual scarring caused by
excessive earthworks and shall incorporate an extensive tree planting scheme to
prevent any visual scarring that may result from these earthworks.

49. Cul-de-sacs shall be constructed at the end of all dead end roads generally in
accordance with Council's Engineering Standard Drawing No 9038 or with a “Y' or °T'
type termination to the satisfaction of Councils refuse collection service provider. The
type of turnaround shall be determined at the operational works design stage to best
fit the natural terrain and minimise impact of earthworks at the turnaround.

20. All roads shall be designed and constructed to levels that minimise earthworks, to
smoothly transition to and from one another. All roads shall also be designed in
accordance with the requirements of Queensland Urban Drainage Manual (QUDM) for
Stormwater drainage design (including culvert crossings) with the exception of the
piped drainage system, which shall be designed to cater for a Q5 event in accordance
with Council's Engineering Standards. The major storm event shall be the 1 in 100
year design storm (Q100).

24. The use of flush kerbing will not be permitted along private parcel frontages.

22. To enhance the streetscape, the new road reserves shall be landscaped in accordance with
Planning Scheme Policy PSP01 Landscaping guidelines.

To this extent properly prepared landscaping plans shall be prepared by a qualified Landscape
Architect-or qualified horticutturist and submitted to Council for approval in conjunction with an
application for any Development Permit for Operational Works incorporating landscaping.
Where other permits for Operational Works for roads, drainage or access are required, the
jandscaping layout shall be based on approved drawings for those Operational Works. The
landscaping plans are to address:

22.1. Street tree planting

22.2. Road & service locations

22.3. Vegetating parkland areas

22.4. Existing vegetation to be retained

Page 3 of 11 Print Date: 29 October 2018, 3:45 PM