MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance

                                                                                                                                                                                     Town Planning Report
                                                                                                      28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive



Table 14-59 – Roads and drainage
 Specific Outcome                                          Probable Solution                                                          Response
 14.147 Road and drainage design and construction
 O7      Roads and pedestrian and cycle paths are         S7.1     Road planning and design supports the hierarchy and                R7.1 Does Not Comply
         planned and designed to support the                       functional aspects identified in Sections 2 and 3 of PSP5          It has been determined that Intersection 4, being a four way
         hierarchy and functional aspects identified               Engineering Design Standards – Roads, Drainage and                 roundabout catering for three high order roads, does not have
         in Sections 2 and 3 of PSP5 Engineering                   Earthworks;                                                        capacity to operate acceptably for the background scenario at the
         Design Standards – Roads, Drainage and                    AND                                                                2028 design horizon. That is, Intersection 4 will fail, irrespective of
         Earthworks and to ensure that—                                                                                               post-development traffic volumes, at 2022. A signalised intersection
         a) design and alignment of the roads,                                                                                        is required to cater for the traffic volumes using the intersection.
         intersections and all associated works—                                                                                      Refer to Section 7.8 and Appendix E – Engineering Report to this
             i. provides a safe environment for all                                                                                   report.
             users;
                                                          S7.2     Road and pathway planning and design is in accordance with,        R7.2 Will Comply
             ii. is adequate for the design speed                  in order of precedence—
             environment;
                                                                   a) Noosa Integrated Local Transport Plan;
             iii. is adequate for predicted traffic
             volumes; and                                          b) Queensland Transport’s Shaping Up;
             iv. maintains the safe and efficient                  c) Queensland Design Code for Residential Streets;
             functioning of the road network without               d) AUSTROADS Guide to Traffic Engineering Practice;
             the use of traffic signals;                           e) Sections 2 and 3 of PSP5 Engineering Design Standards –
             v. is compatible with existing roads;                 Roads, Drainage and Earthworks; or
             vi. is easily maintained by Council                   f) the Noosa Cycling and Walking Network Development
             equipment; and                                        Plan;
             vii. where appropriate, has the ability to            OR
             accommodate public transport                          g) A combination of the principles in these documents.
             services;
                                                                   AND
         b) road pavement surfaces—
             i. are durable enough to carry               S7.3     On-road cycling treatment is utilised to provide safe and          R7.3 Will Comply
             estimated wheel loads of travelling and               continuous movement of cyclists along a roadway, such as--         Detailed design of roads will be undertaken in accordance with
             parked vehicles;                                      a) sealed shoulders;                                               appropriate design standards.
             ii. provide for the safe passage of                   b) wide kerbside lane;                                             Refer to Appendix E – Engineering Report.
             vehicles, pedestrians, cyclists, and                  c) exclusive or peak period bicycle lane;
             discharge of stormwater run-off from
             contributing catchments and the                       d) advisory treatments such as Bicycle Awareness Zone;
             preservation of all-weather access;                   e) shared parking / bicycle lane;
         c) kerb and channel—                                      f) contra flow bicycle lane; and
             i. controls vehicle movement by                       g) bus/bicycle lane.
             delineating the carriageway for all
             users;                                       S7.4     The provision of bicycle lanes at intersections is generally in    R7.4 Will Comply
                                                                   accordance with AUSTROADS Part 14, section 5 and the               Detailed design of roads will be undertaken in accordance with
             ii. conveys road pavement run-off to                  Manual of Urban Traffic Control Devices (MUTCD) Part 9.
             stormwater drainage in a manner that                                                                                     appropriate design standards.
             allows the road to be trafficable in                                                                                     Refer to Appendix E – Engineering Report.
             Q100 ARI local rainfall events; and



December 2014                                                                               Cardno HRP                                                                                             A95