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Collated Planning Report · MCU14/0077

Attached to the e-mail MCU14/0077 & OPW14/0324 Industrial business Type 1 & Retail business Type 4.

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       ii)  provide for the safe passage of        e) shared parking / bicycle lane;
            vehicles, pedestrians, cyclists,       f) contra flow bicycle lane; and
            and discharge of stormwater            g) bus/bicycle lane.
            run-off     from       contributing
            catchments           and        the    S7.4 The provision of bicycle lanes at intersections is
            preservation of all weather            generally in accordance with AUSTROADS Part 14,
            access;                                section 5 and the Manual of Urban Traffic Control
    c) kerb and channel—                           Devices (MUTCD) Part 9.
        i)  controls vehicle movement by
            delineating the carriageway for
            all users;
       ii)  conveys road pavement run-
            off to stormwater drainage in a
            manner that allows the road to
            be trafficable in Q100 ARI local
            rainfall events; and
    d) verges and footpaths provide—
        i)  safe access for pedestrians
            and       cyclists      clear     of
            obstructions;
       ii)  an access area for vehicles
            onto properties;
      iii)  a     corridor     allocated     for
            services and utilities; and
       iv)  additional amenity for minor
            roads.

O8 Stormwater drainage infrastructure is           S8.1 Stormwater drainage planning, design and             Complies.
planned, designed and constructed to—              construction is in accordance with Section 4 of PSP5
a) be accessible, cost effective and easily        Engineering Design Standards – Roads, Drainage and        As shown on the Engineering Plans, included within Appendix D of this
maintainable;                                      Earthworks;                                               report, stormwater drainage infrastructure on the subject site has been
b) protect downstream capacity;                    AND                                                       planned and designed to ensure all stormwater is collected and
c) protect downstream water quality;               S8.2 As Constructed data is submitted in accordance       appropriately managed prior to being discharged from the subject site.
d) maximise on-site stormwater retention           with Section 6 of PSP5 Engineering Design Standards –     In particular, this is achieved through the installation of a 10,000L
and retardation; and                               Roads, Drainage and Earthworks;                           retention tank and a bio-retention drain.
e) convey run-off to stormwater drainage in        AND
a manner that allows roads to be trafficable       S8.3 Stormwater drainage planning, design and
in Q100 ARI local rainfall events.                 construction is in accordance with the Queensland
                                                   Urban Drainage Design Manual.

O9      Roads   and    stormwater   drainage       S9.1 Roads and stormwater drainage infrastructure is      Complies.
infrastructure is constructed—                     constructed in accordance with—
a)     in   accordance     with   appropriate      a) Sections 2, 3 and 4 of PSP5 Engineering Design         All stormwater drainage infrastructure will be constructed in accordance
      engineering standards; and                   Standards – Roads, Drainage and Earthworks;               with relevant standards.
b)    to minimise adverse environmental            b) Queensland Design Code for Residential Streets;
      impacts, including from run-off and          c) AUSTROADS; or                                          The design of the stormwater drainage infrastructure will ensure no

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