18-0165B Stormwater Management Report_Issue D

3    PROPOSED DEVELOPMENT

The proposed development will consist of three (3) industrial buildings being constructed of tilt-up concrete panels,
together with hardstand and car parking areas. Landscaped areas will be provided throughout the development.

One WSUD devices in the form of a bio-swale and a bio-retention basin sized to treat the development runoff will be
constructed to the southern and western boundaries of the allotment.




4    SITE ACCESS

Access to and exit from the site and will be via new crossovers to Taylor Court. These crossovers are designed in
accordance with IPWEAQ standard drawing SEQ RS-051.

Turning path diagrams for the design vehicles, (19m articulated vehicle), are shown on the attached engineering
drawings 18-0165 Sheet C07.

All access driveways, carparks and associated hardstand areas will be constructed of reinforced concrete.




5    SEWERAGE RETICULATION

An existing gravity sewer main exists within the allotment at levels sufficient to command the proposed development.




6    WATER SUPPLY

The proposed development will be readily serviced by an existing water main located within Taylor Court, adjacent to
the eastern boundary.




HR DESIGN                                         Reference No: 18-0165D                                    Page 4 of 15