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



A8 – Driveways and Carparking Code
The below code response has been prepared by Cardno HRP, Cardno Traffic and Transport and Cardno Engineering. In addition to the Town Planning Report,
reference should be made to the Traffic Impact Assessment Report (Appendix D) and the Engineering Report (Appendix E) in reading this code response.
Table 14-49 Driveways
 Specific Outcome                                          Probable Solution                                                      Response
 14.113 General
 O1    Vehicular access does not adversely impact         S1.1      Vehicular access is located and designed in accordance with   R1.1-R1.3 Complies
       on safety, capacity and operations of the                    AUSTROADS Guide to Traffic Engineering Practice               As discussed in Appendix D – Traffic Impact Assessment, all
       existing or planned road network, the                        requirements for sight distance and Section 3 of AS2890.1     vehicular access driveways will be provided in accordance with AS
       proposed driveway, cycleways or pedestrian                   Parking Facilities;                                           2890.1, which applies to horizontal and vertical design
       pathway systems.                                             AND                                                           considerations.
                                                          S1.2      Only one footpath crossing is provided;                       Any impact on the adjacent road network is manageable or
                                                                                                                                  resolvable with upgrading works.
                                                                    AND
                                                          S1.3      Driveways, other than within any setback have a maximum
                                                                    grade in accordance with Section 3 of AS/NZS 2890.1
 O2    Driveways and crossovers—                          S2.1      Design of the driveway across the footpath is in accordance   R2.1-R2.3 Complies
       a) are suitable and safe for their intended use;             with Council’s Standard Drawings 9002 or 9005 as              As discussed in Appendix D – Traffic Impact Assessment, all
       and                                                          appropriate for the particular type of development as         vehicular driveways and crossovers are provided in a safe and
                                                                    annotated on the drawings;                                    suitable manner and are in accordance with AS 2890.1.
       b) match Council infrastructure.
                                                                    AND
                                                          S2.2      Driveways are designed and constructed in accordance with
                                                                    Council Standard Drawings 9014, 9019, 9020, 9021, as
                                                                    appropriate for the particular type of development as
                                                                    annotated on the drawings;
                                                                    AND
                                                          S2.3      The change in grades in the driveways and ramps is in
                                                                    accordance with Section 3 of AS2890.1 Parking Facilities.
 O3    In commercial zoned areas, the number of           S3.1      Design of multi-tenanted developments in commercial zoned     R3.1 Complies
       driveways across pedestrian footpaths is                     areas include shared driveways and parking areas;             Shared driveways and parking areas are provided as part of the
       minimised.                                                   AND                                                           expansion.
                                                          S3.2      Driveways are located so they abut existing driveways of      R3.2 Complies
                                                                    adjoining development where practicable and reciprocal        Vehicle accesses have been designed to the minimum number
                                                                    easements are created to reduce the sealed driveway width.    required to achieve efficient access/egress.
                                                                                                                                  Refer to Appendix D – Traffic Impact Assessment.
 O4    Vehicular access does not adversely impact         S4.1      Footpath and kerb crossings are located clear of existing     R4.1 Will Comply
       on the capacity, operations and maintenance                  stormwater inlet structures, water and sewerage               Appropriate clearances will be provided in detailed design.
       of the existing infrastructure;



December 2014                                                                            Cardno HRP                                                                                             A67