Volume 2 - Code Responses · 132006.823

                     COLUMN 1                                                 COLUMN 2                                              ASSESSMENT
              SPECIFIC OUTCOMES                              PROBABLE SOLUTIONS (if code assessable)
c) kerb and channel                                        a) sealed shoulders;
   i. controls vehicle movement by delineating             b) wide kerbside lane;
       the carriageway for all users;                      c) exclusive or peak period bicycle lane;
   ii. conveys road pavement run-off to                    d) advisory treatments such as Bicycle Awareness
       stormwater drainage in a manner that allows            Zone;
       the road to be trafficable in Q100 ARI local        e) shared parking / bicycle lane;
       rainfall events; and                                f) contra flow bicycle lane; and
                                                           g) bus/bicycle lane.
d) verges and footpaths provide
   i. safe access for pedestrians and cyclists clear       S5.4                                                    No new bicycle lanes are proposed as part of the
        of obstructions;                                   The provision of bicycle lanes at intersections is      development.
   ii. an access area for vehicles onto properties;        generally in accordance with AUSTROADS Part
   iii. a corridor allocated for services and utilities;   14, section 5 and the Manual of Urban Traffic Control
        and                                                Devices (MUTCD) Part 9.
   iv. additional amenity for minor roads.
O6                                                         S6.1                                                    Complies with probable solution.
Stormwater drainage infrastructure is planned,             Stormwater drainage planning, design and                Stormwater drainage planning, design and
designed and constructed to `                              construction is in accordance with Section 4 of         construction will be in accordance with Section 4
a) be accessible, cost effective and easily                PSP5 Engineering Design Standards Roads,                of Noosa PSP5 Engineering Design Standards
   maintainable;                                           Drainage and Earthworks;                                Roads, Drainage and Earthworks; Analysis
b) protect downstream capacity;                            AND                                                     prepared in the Bayview Noosa Hydrology and
c) protect downstream water quality;                                                                               Stormwater Management Plan prepared by WBM
d) maximise on-site stormwater retention and               S6.2                                                    Oceanics Australia clearly shows that the peak
   retardation; and                                        As Constructed data is submitted in accordance          discharge from the site is reduced as a result of
e) convey run-off to stormwater drainage in a              with Section 6 of PSP5 Engineering Design               development on the site. Whilst the building types
   manner that allows roads to be trafficable in           Standards Roads, Drainage and Earthworks;               for the new development proposal have altered,
   Q100 ARI local rainfall events.                         AND                                                     the impervious area created by the development
                                                                                                                   (roads, paths and roofs) is less than that created in
                                                           S6.3
                                                                                                                   the previously approved development proposal.
                                                           Stormwater drainage planning, design and
                                                           construction is in accordance with the Queensland
                                                           Urban Drainage Design Manual.

                                                                                                                                                      Volume II: Code Responses

                                                                                                                                                      Viridian Noosa Project
                                                                                                                                                      Viridian Stage 3

Transport, Roads and Drainage Code                                                                                                                    11 April 2006     Page 106