Attachment 1 - Development Approval TPC1957

J. H.

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Hooton Pty. Ltd. - TPC 1957 - 19th November, 1987 - Page 3

seo et wate

Prior to finalisation of Building Plans, the applicant shall submit a
detailed layout of the carparking and driveway areas. Such layout
shall be in accordance with Council's Policies and standard drawings
and shall specifically allow for a total of 4 loading bays on site.

Roof and surface water is to be collected on site and discharged into
Council's existing drainage system, in accordance with Council's
Master Drainage Plan, to the satisfaction of the Shire Engineer.

A full design of the proposed drainage system is to be submitted to
Council for approval prior to issue of a building permit. The design
shall include an assessment of the adequacy of Council's existing
stormwater drainage at the discharge points of the internal system.

The stormwater drainage system shall be designed so that suitable
escape routes are available to accommodate stormwater in excess of the
design storm frequency.

The footpaths to the full frontages of the site are to be landscaped
and upgraded to _ the satisfaction of the Shire Engineer. In this
regard, a detailed landscaping plan of the proposed works is to be
submitted for approval prior to the issue of a Building Permit.

A minimum 1.2 m. wide footpath is to be provided on the Cockleshell

frontage with the Thomas Street and Gympie Terrace frontages to be
fully paved.

Existing access crossovers not required to service the development are
to be reinstated with kerb and channel to the satisfaction of the
Shire Engineer. Such works shall include repairs to damaged sections
of the existing kerb and channel as a result of the previous uses on
the site.

Prior to commencement of filling works, the applicants' ‘consultants
shall submit, for approval by the Shire Engineer, an engineering study
of the implications of the filling works in relation to the drainage
petterns of adjoining lots. Such report shall include sufficient
survey information, external to the site, to accurately determine the
existing drainage flows, in addition to recommended drainage works on
the perimeter of the site to prevent possible drainage problems on
adjoining lots. All ‘drainage works necessitated by the development
shall be at the full expense of the developer.

Connection to Council's existing water supply reticulation system at
the developer's expense to the standards and requirements of Council's
Shire Engineer. The applicant's Hydravlic Consultant shall design the
internal water reticulation system to provide a service to each unit
in accordance with the Department of Local Government Guidelines. Any
upgrading works required to Council's existing system to provide the
required flow rates shall be at the Developer's full expense. .