10/0662 - Operational Works [As Published] · 142010.662

2009/1689

 

 

Car Parking

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Carparking shall be provided within the site generally as shown on drawing number 08-3781
issue E dated 10 March 2010 by Burleigh Design, except as modified herein.

The carparking area shall be designed to comply with the Provisions of AS/NZS 2890.1-2004
for user class 1A with allowance for vehicles to enter and leave the site in a forward gear
and with a minimum head clearance (headroom) at any point of 2.2m.

All carparking shall be kept and maintained in a condition fit for use.

Frontage Works

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Footpath improvements such as topsoiling. grassing, and tree planting are required to the
Grant Street frontage of the site in accordance with Planning Scheme Policy PSPO3
Landscaping Plants & Guidelines. Grass shall be couch, free of weeds.

A new 1.5m wide concrete path shall be constructed along the Grant Street frontage of the
site In accordance with Council's design standards and to an alignment that protects any
Significant vegetation or any underground services.

All paths, driveways and Parking areas shall be designed and constructed to ensure
pedestrian safety using non-slip materials, to produce an evenly graded surface finish, and
to be in accordance with the Disability Discrimination Act 1992 and Australian Standard
1428.1 Design for Access & Mobility.

All redundant vehicular crossings to the site shall be removed and replaced by kerb &
channel, footpath Paving and landscaping such as trees and grasses jn accordance with
Council's Standard specifications Prior to commencement of the use permitted by this
permit,

Roof Water & Stormwater Drainage ‘ )

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Roof runoff from any new dwelling shall be directed lo a rainwater storage system or lank
that is installed to ensure water from the rainwater storage system or tank Is used for
external uses (such as watering gardens, irrigation, ornamental ponds, water features,
topping-up swimming pools, outdoor cleaning, etc) and for internal (ground floor) use in
washing machine cold taps and toilet cisterns, All rainwater tanks are to be designed and
installed in accordance with the Queensland Development Code (QDC) current at the time of
building approval, and shall be part of the plumbing application for approval. The tocation
and capacity of the tanks shall be clearly shown on the plans submitted for Building Works
and Operational Works approval and any overflow shall be directed to the stormwater
drainage system located al the rear of the property.

All stormwater drainage {including roof water overflow from the rainwater storage system)
shail be collected and discharged so there is no net increase in stormwater runoff from the
site. Stormwater drainage permitted to drain from the site shall be discharged to the
stormwater drainage system located at the rear of the property.

To ensure that polluted run-off does not enter Council’s stormwater drainage system,
stormwater run-off from the carparking areas and the driveways shall have the first flush (the
first 12 mm of rainfall or hose-down) collected in a grease/oil arrestor/grass pollutant trap
provided on site prior to being permitted to discharge into Council's drainage system.

All other clean stormwater, such as roof water, can be collected on site and discharged
through a single underground drain line directly Into the existing drainage system, bypassing
the grease/oil arrestor/gross pollutant trap.

To this end, a detailed maintenance plan shall be prepared for the Proposed grease/oil
arrestors/gross pollutant trap, which shall be submitted to the Council for approval prior to
obtaining a Development Permit for Operational Works.

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