07/1841 - Response to Information Request [As Published] · 132007.1841

End of trip facilities, including 40 bike racks, will be provided with Building K which will be
shared by all other site users. Provision has been made for 3 separate male and 3 separate
female showers/change rooms and storage lockers.

21, Demonstrate compliance with Part 14, Division 20 of the Planning Scheme - Water Sensitive
Design Code.

The attached Stormwater Management Plan prepared by prepared by Barlow Greg VDM
demonstrates compliance with the Water Sensitive Design Code.

22. A development of this scale will be required to provide rainwater tanks with a minimum
capacity of 15 litres /m2 of roof area for use within the buildings and for irrigation purposes .
On this basis, please demonstrate on the proposal plans where these tanks will be located
and if above ground, please illustrate on the plans, elevations and sections of the buildings
and indicate the tank sizes.

The attached Stormwater Management Plan prepared by prepared by Barlow Greg VDM
provides details of required rainwater tanks.

23. Demonstrate on the proposal plans how it is intended fo collect and drain stormwater
runoff, It is nofed in the planning report that if is intended to direct stormwater to Council
infrastructure , but as the site falls towards the rear of the allotment where there will not be
any Council stormwater infrastructure located it is unclear as to how the site will be drained
and whether there will be any impacts as a result. Please provide plans and supporting
documentation to demonstrate how the site will be drained so as to have no external
impacts and no net .increase in runoff. In review of the stormwater design for the site,
consideration should also be given to any overland flow paths that will flow through the
site.

The attached Stormwater Management Plan and Stormwater Flow Direction Plan prepared by
Barlow Greg VDM demonstrate how Stormwater drainage will be achieved.

24, Provide plans that illustrate the proposed development in relation fo the natural ground
levels of the site. In this regard please show the natural contours on fhe plans, proposed
surface levels, the natural ground level on all elevations of the proposed buildings and
provide at least 6 cross sections through the site (at least 2 in a North South direction and 4
in a east west direction).

The attached Preliminary Levels and Cross Section Plans prepared by Barlow Gregg VDM
provide details of existing and finished ground levels for the site. Cross sections are also
provided with the proposal plans prepared by Sprout Architects.

25. Indicate on the plans, elevations, and cross-sections any cut or fill earth works and hence
any retaining walls that may be required on sife and the height of such walls.

The attached Preliminary Levels and Cross Section Plans prepared by Barlow Gregg VDM
indicate extent of any cut/fill and retaining walls.

26, Please show on the proposal plans the actual location of the existing sewer main that
traverses the site (including any easements) and any manholes that will be located within
the site. Should this sewer be relocated, also show on the proposal plans the intended
location of the sewer main and the easement that will be required over the new sewer.

The attached Sewerage Layout Plan prepared by Barlow Gregg VDM shows the location of
the existing sewer that traverses the site, together with the proposed relocation.