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ASTP-Resp-To-FA
RESPONSE
Please refer to the Civil Engineering Plans provided in Attachment 1, which provides a sewer reticulation plan
and illustrates adequate fall between the sewer main and Units 2 and 3.
ITEM 8 - EARTHWORKS
The submitted documentation includes significant amounts of earthworks across the site.
An Earthworks Plan has not been provided.
Information Required
Provide an Earthworks Plan demonstrating the extent of the proposed earthworks required
to carry out the proposed works. The additional plan must be prepared by a suitably qualified
person (RPEQ – Registered Professional Engineer of Queensland) and include, but not be
limited to:
a. the extent and volume of cut and fill;
b. provide comment on whether the excess earth will be transported off-site or temporarily
stored on-site (if any).
RESPONSE
Please refer to the Civil Engineering Plans provided in Attachment 1, which provide the required earthwork
detail.
ITEM 9 - PROPOSAL PLANS
The proposal plans submitted do not clearly detail the proposed setbacks for the
development.
Advice Required
Provide amended plans that detail the site boundaries for the floor plans of all of the units.
Specifically the sheets 1.100, 1.101, 2.100, 2.101 are to include site boundaries.
RESPONSE
Please refer to the revised Building Design Plans in Attachment 2, which provide side setback notations on all
site and floor plans. As shown, a side setback of at least 2 metres is provided onsite.
ITEM 10 - GARAGES
AO15.2 of the Medium Density Residential Zone Code requires multiple garages where they
face the street to be separated by a minimum of 2 metres or be staggered. The proposed
garages to Olivine Lane do not meet this requirements and greater variation in the design
and materials is required.
Advice Required
Provide amended plans that provide greater variation to the garage doors facing Olivine
Lane. Suggestions include the use of two different garage doors and a change of materials
to the central panel between the garages.
Our ref: 220219 Page 4 of 5
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