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Appendix F - engineering report

Attached to the e-mail MCU15/0111 & REC15/0031 Development Application F - Engineering report Email 7 of 8.

of 44

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                                                                                                  CALIBRE CONSULTING




6         CONCLUSION
This Civil Engineering is to support the permissible change application for a retirement community development located
on Trading Post Road Cooroy. This report provides preliminary plans for earthworks, roadworks, turning paths, water and
sewer reticulations and erosion and sediment control.

The following codes and probable solutions primarily relate to matters which would ordinarily be addressed as part of the
detailed design phase for operational works approval. However the matters have been reviewed as part of the preliminary
design considerations during the master planning for the site to ensure that all relevant measures can be satisfied in
accordance with good engineering practices and the design standards otherwise expressed within the codes.



7         THE CODES
Table 7-1: Division 13: Driveways and Carparking Code

Reference The Noosa Plan (Including amendments to 16 September 2013)
Table 14-49 Driveways

 14.113 General
 Specific Outcomes                      Probable Solutions                    Proposed Measures
                                        (if code assessable)
 O1                                     S1.1
 Vehicular access does not              Vehicular access is located and       The main access to the site is via
 adversely impact on safety,            designed in accordance with           Trading Post Road. A secondary access
 capacity and operations of the         AUSTROADS – Guide to Traffic          is proposed off Lamonts Road to
 existing or planned road network,      Engineering Practice requirements     service the aged care facility.
 the proposed driveway, cycle paths     for sight distance and Section 3 of
 or pedestrian pathway systems.         AS2890.1 Parking Facilities;          Calibre Consulting has provided a
                                                                              Traffic Impact Assessment Report No.
                                        AND                                   B14158ER01 (December 2014). Refer
                                                                              for details.


                                        S1.2
                                        Only one footpath crossing is         Internal and external footpath details
                                        provided;                             are shown on the Master Plan for the
                                                                              site.
                                        AND

                                        S1.3
                                        Driveways, other than within any      Preliminary road design have been
                                        setback have a maximum grade in       provided in this Report (No.
                                        accordance with Section 3 of          B14158.W-02A dated December 2014).
                                        AS/NZS 2890.1.                        Driveways will have maximum grades in
                                                                              accordance with Section 3 of AS/NZS
                                                                              2890.1.




B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS                                  CIVIL ENGINEERING REPORT | 2
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