NBC Lot 22 Representaitons for an NDN - SLR Traffic Memorandum of Advice 23.09.22 · MCU22/0038

                        a.      1 ambulance space; and
                        b.      1 SRV space.
                        Pedestrian and Bicycle Facilities
                 56.    Pedestrian and bicycle facilities must be provided for the development. The works must
                        be undertaken in accordance with an Operational Works approval and must include in
                        particular:
                        a.      a 2 metre wide concrete footpath within the road verge for the entire length of the
                                site’s frontage to Hoffman Drive and the internal service road;
                        b.      signage and lighting at strategic locations to direct people to building entries and
                                public toilet facilities;
                        c.      a total of 16 bicycle parking spaces; and
                        d.      end of trip facilities involving 8 lockers, 2 male and female showers and change
                                rooms within the development.
                        Water Quality
                 57.    A stormwater quality treatment system must be provided for the development. The works
                        must be undertaken in accordance with an Operational Works approval and the latest
                        version of the Water Sensitive Urban Design Technical Design Guidelines for South East
                        Queensland, and must include in particular:
                        a.      stormwater quality treatment devices of a size and location generally in
                                accordance with those shown in Stormwater Management Plan, prepared by MPN
                                Consulting, dated 27th June 2022;
                        b.      bioretention devices which:
                                i.     demonstrate that Bio basin 1 is able to gravity drain to the existing
                                       stormwater infrastructure on site. The outlet pipe grade must be a minimum
                                       of 0.5% to ensure the bio basin is free draining.
                                i.     are designed generally in accordance with the Bioretention Technical Design
                                       Guidelines (Water by Design, 2012)
                                ii.    are designed, where applicable, generally in accordance with IPWEQA
                                       Standard Drawing No. DS-073, DS-075, DS-076, and DS-078
                                iii.   are provided with a free-draining outlet from the sub-soil drainage system
                 58.    A maintenance manual is required to be prepared for the stormwater quality treatment
                        devices, rainwater tanks and basement pump out system for the development. This
                        manual is to be submitted to Council at Operational Works stage for review.
                 59.    Permanent educational signage must be erected to educate the residents of the
                        development about the function of the bioretention device(s). The dimensions,
                        standard, presentation and location of the educational signage must be in accordance
                        with an Operational Works approval.
                 60.    All stormwater quality treatment devices must be maintained in accordance with the
                        Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1). The
                        approved Operational Works drawings for the stormwater quality treatment system and
                        detailed life cycle costing of the system must be attached as an addendum to this
                        document. Records of all maintenance activities undertaken must be kept and made
                        available to Council upon request.




                                                                                                          Page 7 of 16
Document Set ID: 22079448
Version: 6, Version Date: 24/08/2022