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Planning Report
103 Wrigley St (Cnr Sugar Road)
P O Box 5774
Maroochydore BC Q 4558
Phone: 617 5479 5311
Fax: 617 5479 1289
Email: [email protected]
Part of CadCon International Pty Ltd
ACN 098 201 828
natural surrounds; and ensure buildings and of the building envelope is situated forward of the
structures (house site areas) are not visually neighbouring house and earthworks are only
obtrusive, particularly from ridgelines, public required to facilitate the driveway, it is considered
open spaces, scenic routes and other critical that the future dwelling will not be visually
vantage points, outside the site. obtrusive and will integrate within the natural
surrounds.
The site-specific geotechnical investigation will The site-specific geotechnical report has
also need to consider the stormwater runoff from considered drainage and effluent disposal as part
and effluent disposal areas for both the existing of its assessment and has provided
dwelling and the proposed building envelope. recommendations that should be implemented
as part of the development. A development
approval can be conditioned to ensure
compliance with the geotechnical
recommendations. Refer to Appendix G –
Geotechnical Report for full details.
Access
Matter Raised Response
The existing access is located within an area of A site-specific geotechnical report has been
the site mapped as being in a Landslide Hazard provided as part of the development application
Area. Any application would need to include a (refer to Appendix G – Geotechnical Report). The
site-specific geotechnical investigation that report has identified that there would be a low risk
includes specific comment about the access and of slope instability impacting the proposed
include recommendations for any works that may development and that the development should
be required to ensure the ongoing stability of the be undertaken in accordance with
land and the access. recommendations contained within the report. A
development approval can be conditioned to
ensure compliance with the geotechnical
recommendations.
The section of the existing access in the road The development proposes a new driveway and
reserve does not appear to be in accordance with crossover that will be sealed and constructed in
Council’s Standard Drawings and may not be accordance with Council’s standard drawings.
sufficient to cater for the traffic for the proposed Refer to Appendix D – Engineering Report &
development. Any application would need to Plans for full details.
include an assessment of the access prepared
by an RPEQ.
Council has some concerns with the impacts on The development proposes a new concrete
the amenity of the existing dwelling due to the driveway from Black Mountain Range Road
passing traffic on the driveway. The assessment generally over the existing driveway. The
of the access mentioned above must also include driveway is shared up until it splits off to Lot 1 and
comment on the potential impacts on the existing Lot 2. Where the driveway splits, a new concrete
dwelling and whether there is a need to seal all driveway proceeding to the Lot 2 building
or part of the driveway to address the impacts. envelope is proposed and a gravel transition is
proposed to the existing house on Lot 1. The
provision of a new concrete driveway will
alleviate potential impacts to the existing dwelling
from increased traffic.
CadCon provides boundary, contour & detail and construction surveys, town planning applications, liaison & negotiation with Councils & Government,
coordination and liaison with architects, engineers etc, coordination and management of development projects from start to finish.
Ref 208516 – Total Concept Homes Pty Ltd Page 7 of 14
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