Appendix F - engineering report

                                                                                                      CALIBRE CONSULTING




 Specific Outcomes                       Probable Solutions                        Proposed Measures
                                         (if code assessable)
                                         S5.3 The width of the easement is
                                         the greater of 3m or the width of the
                                         zone of influence;
                                         AND

                                         S5.4 The easement is centred over
                                         the centreline of the infrastructure.

 O6 Alignment of water supply            S6.1 Infrastructure is designed and       Detailed design considerations will
 infrastructure allows for easy          constructed on the preferred              ensure ease of maintenance is
 access for the ongoing                  alignments in accordance with             achieved.
 maintenance by Council.                 Section 3 of PSP 6 Engineering
                                         Design Standards – Water and
                                         Sewerage.

 O7 Any alterations or repairs to        S7.1 Any alterations or repairs to        Existing infrastructure will be
 infrastructure as a result of the       infrastructure as a result of the         protected at all times. Any changes
 development are made at no cost         development are completed at the          will be rectified at the developer’s
 to the Council.                         developer’s expense.                      expense.
 14.183 Design and Construction
 Sewer

 O8 Sewerage Reticulation                S1.1 Sewerage Reticulation                Sewer infrastructure will be designed
 Infrastructure                          infrastructure is designed in             to cater for the intended load and will
                                         accordance with Sections 4 and 5 of       be compatible with existing
 (a)   Meets the needs of the users;
                                         PSP 6 – Engineering Design                infrastructure.
 (b)   Is designed to be compatible      Standards – Water and Sewerage.
       with existing infrastructure;
       and
 (c)   Is designed using materials
       that are suitable for the use,
       durable, easy to maintain and
       cost effective, taking into
       account the whole of life cycle
       cost and Council’s
       maintenance inventory.



 O9 Sewerage Reticulation                S9.1 Sewerage Reticulation                Sewer infrastructure will be designed
 infrastructure is constructed:          infrastructure is constructed in          in accordance with Council
                                         accordance with Section 6 of PSP 6 –      requirements and general engineering
 (a)   in accordance with
                                         Engineering Design Standards –            principles.
       appropriate engineering
                                         Water and Sewerage and As
       standards; and
                                         Constructed data submitted in
 (b)   to minimise adverse               accordance with Section 7 of PSP 6 –
       environmental impacts.            Engineering Design Standards –
                                         Water and Sewerage;
                                         AND

                                         S9.2 Erosion and Sediment control
                                         measures are designed and
                                         implemented in accordance with the
                                         Institution of Engineers Australia (Qld
                                         Division) Soil Erosion and Sediment




B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS                                    CIVIL ENGINEERING REPORT | 26