2019-02-18 General Committee Agenda

GENERAL COMMITTEE MEETING AGENDA                                         18 FEBRUARY 2019


         21.1. In regard to the Kauri Street frontage, the new kerb and channel must be
               aligned so that it is offset 8 metres from the existing kerb and channel on the
               western side of Kauri Street measured from the nominal face of the kerb. The
               new kerb and channel must be extended to the north, approximately, to the
               prolongation of the common boundary of No 21 and 19A Kauri Street and join
               smoothly with the existing kerb and channel.
         21.2. In regard to the Olivine Street frontage the new kerb and channel must be
               aligned at about 12m offset from and parallel to the property boundary and
               must extend for the full frontage of the subject site. The works shall include
               suitable tapers extending beyond the frontage of the subject site to smoothly
               join to the existing pavement.
         21.3. The works (Kauri Street, Olivine Street and the intersection) must include
               suitable drainage structures and stormwater collection to ensure that runoff
               from the road formation is collected, controlled and directed to ensure that the
               roadway is safely trafficable and must be in compliance with the relevant
               sections of the Queensland Urban Drainage Manual (QUDM).
         21.4. As part of the application for operational works, the developer’s civil
               engineering consultant shall investigate and report on the possible deficiencies
               in the existing stormwater system, to the western end of Agate Street and
               including inspection by closed circuit television (CCTV) of the existing
               stormwater system. The developer is required to rectify any deficient
               stormwater pipes or structures extending from the development frontage down
               to and including the manhole downstream of the 600x1200 box culvert which
               crosses Kauri Street.
         21.5. The design and construction of all works shall be carried out in accordance with
               Council’s Planning Scheme Policy PSP05 – Engineering Design Standards –
               Roads, Drainage and Earthworks and the applicable engineering standards
               current at the time of construction.
              The above condition is imposed pursuant to s145 of the Planning Act 2016
              being non-trunk infrastructure.
   22.   All associated and ancillary work including pavement correction to the existing
         pavement, drainage works, modification of the footpath, and adjustments to the
         existing infrastructure must be undertaken to complete the roadworks widening and
         must be carried out in accordance with the applicable engineering standards and the
         tree retention requirements of this approval.
         In this regard a schedule of works, specifications and plans detailing this work shall
         be prepared and submitted to Council for approval prior to obtaining a Development
         Permit for Operational Works
   23.   The applicant must truncate the boundaries at the intersection of Kauri Street and
         Olivine Street and dedicate the truncated section as “Road”. The truncation must be
         in accordance with Council’s Planning Scheme Policy PSP 5 – Engineering Design
         Standards- Roads, Drainage and Earthworks part 3.13 (g). The dedication must be
         undertaken at no cost to Council.
         Pathway and Frontage Works
   24.   A new 2.0m wide concrete path must be constructed along the Kauri Street and
         Olivine Street frontages of the site in accordance with an Operational Works approval
         and to a desirable and smooth alignment for the comfort of users and protection of
         trees identified in this permit for retention. The new path must be in compliance with
         IPWEAQ standard drawing SEQ R-065 Concrete Pathway Construction Details.



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