Appendix C RPEQ Engineering - Response to Information Request - 14-16 Mary Street, Noosaville - Bounce Hostels

RESPONSE TO INFORMATION REQUEST
ENGINEERING ITEMS
Address:                    14-16 Mary Street, Noosaville
Applicant/Client:           Bounce Hostels

MCU 18/0102

Item 2 & 3.

Please find attached plan showing proposed kerb alignment and footpath. Kerb alignment has been
based on proposed lane width of 3.5 and a 4.0m wide shoulder, however it should be noted that the
existing lane width is only 3.2m. The drawing also shows an indicative cross section through the
basement driveway. Please note that additional detail will be provided with the detailed design as
part of the Operational Works application.

Item 4.

Although the kerb line has moved further away from the front property boundary it is not possible
to provide a graded driveway entry to the basement carpark that provides the 1%AEP flood
immunity, and hence removal of the proposed flood barrier, without major impact on the proposed
buildings. The attached sketch shows the longitudinal profile of the driveway required to provide the
1% AEP flood immunity which would result in the loss of the first two units (4 in total) of the western
building. Note it is not possible to push the building back due to the location of the existing sewer.

Item 6.


Please find attached preliminary drainage plans for the site. Detailed drainage plans will be provided
at detailed design stage by the hydraulic consultant.




Prepared by



Doug Reynolds (RPEQ 9072)
Tod Consulting Pty Ltd
17 August 2018




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17699 - Bounce Hostel, 16 Mary Street Noosaville – Response to MCU Information Request – Rev A