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response to information request Plover St
15 June 2022 Noosa Council [email protected] RE: Response to Information Request MCU22/0032 – 4 Tristania Dr, Marcus Beach Council issued a further advice request on 13 May 2022. The applicant provides the following additional information in response to the items: 1. Provide amended plans that comply with basement and height requirements as outlined in the Medium Density Residential Zone Code. The amended design includes a garage basement that is restricted to one opening (5.2m wide), which is backfilled along the northern and southern edges to ensure it is not visible from the adjoining neighbours as a separate storey. No part of the building is greater than 8m relative to existing natural ground levels, as shown below.
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2. Provide amended plans that comply with Acceptable Outcome AO11 of the
Medium regarding plot ratio.
The amended plans include a total GFA of 291.64m2 of the 781m2 site, resulting in a plot
ratio of 0.37:1. This is compliant with the required 0.4:1 (312m2) requirement for the
Medium Density Residential zoned site. Calculations of GFA are provided below for
reference.
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3. Provide details of landscaping for the proposed dwelling house, noting the
landscaping requirements within the Coastal Protection and Scenic Amenity
Overlay Code and Low Density Housing Code.
The proposal meets the minimum 20% landscaping requirement for the site (provided
>25%), including areas for deep landscaping around all setback boundaries.
4. Provide amended plans that comply with setback requirements as outlined
in the Medium Density Residential Zone Code.
Setback lines are included on the amended proposal plans, demonstrating compliance
with the minimum setback requirements (relative to each point of the ground levels).
5. Provide amended elevations that provide detail of the proposed pool that
comply with setback requirements.
A copy of the detailed contour survey by dts consultants is attached.
6. Provide a site-specific geotechnical report prepared by a suitably qualified
person and include recommendations for the construction of the proposed
development and the protection of adjoining properties.
A copy of the geotechnical report by Lindsays Consulting Engineers is attached
recommending construction techniques.
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7. Provide amended plans detailing (location, depth, pipe size, etc.) the
existing sewer line in relation to the proposed works.
8. Provide Unity Water’s approval for the proposed works adjacent and/or
over the existing sewer line.
The sewer is located in the front of the site and the development does not propose any
construction within 1.5m of the existing infrastructure.
9. Provide amended plans detailing (location, depth, pipe size, etc.) the
existing stormwater line in relation to the proposed works.
10. Provide amended plans showing the creation of an easement over this
asset in accordance with Noosa Council’s Planning Scheme.
Please find attached advice from TODs consulting engineers in regard to the redundant
stormwater infrastructure on the site. The engineers recommend the old pipes to be
removed as part of the construction works.
11. Provide details, prepared by a RPEQ (Registered Professional Engineer of
Queensland), of the proposed earthworks, including, but not limited to:
extents; volumes; existing and finished levels; cross-sections; batters
and/or retaining structures; stabilisation methods proposed, etc.
12. Provide additional detail on the proposed retaining walls. The detail must
be prepared by a RPEQ and include but not be limited to:
12.1. The type of wall construction (material, foundations etc.);
12.2. Section plans indicating the location of the walls and foundations in
relation to the property boundary, the building pad, finished floor
levels, proposed deck, driveway, etc.;
12.3. The structures required to collect and convey existing overland
flows that are impacted on by the construction of the walls;
12.4. Any fencing to be installed on top of or beside the walls;
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12.5. The location of any services, above or below ground, adjacent to the
proposed walls.
13. Provide a preliminary Stormwater Management Plan for the site, including
details of collection and discharge of stormwater runoff from the buildings
and the hardstand areas.
A copy of the geotechnical report, structural plans of retaining walls by Lindsays
Consulting Engineers is attached recommending construction techniques. Preliminary
stormwater pits and locations are provided on the site plan which is in accordance with
the recommendations of the requirements of the geotechnical plans for all water to be
directed to Tristania Dr.
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Pursuant to the Development Assessment Rules, the applicant has given the assessment
manager the information requested in the information request. Please proceed with the
assessment of the application at your earliest convenience.
If you have any further queries in relation to the above, please do not hesitate to contact
myself.
Regards,
Jack Lewis B.Sc Hons UNSW M.Plan Otago MPIA MQELA
Planner/Director
Pivotal Perspective Pty Ltd
0406 334 227
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