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G Engineering Report And Plans · 132007.2398

Attached to the e-mail 132007.2398.02 Request to change existing approval (2 of 3) Engineering report & plans, Stormwater Plan.

of 56

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                                                                                                                                                                CALIBRE CONSULTING




 Specific Outcomes                                         Probable Solutions                                              Proposed Measures
                                                           (if code assessable)



                                                           S12.3 The width of the easement is the greater of 3m or the
                                                           width of the zone of influence;
                                                           AND

                                                           S12.4 The easement is centred over the centreline of the
                                                           infrastructure.

 O13 Alignment of sewerage reticulation infrastructure     S13.1 Infrastructure is constructed on the preferred            Detailed design considerations will ensure ease of
 is to allow for easy access for the ongoing maintenance   alignments in accordance with Section 4 of PSP 6 –              maintenance is achieved.
 by Council.                                               Engineering Design Standards – Water and Sewerage.

 O14 Any alterations or repairs to infrastructure as a     S14.1 Any alterations or repair to infrastructure as a result   Existing infrastructure will be protected at all times. Any
 result of the development are made at no cost to          of the development are completed at the developer’s             changes will be rectified at the developer’s expense.
 Council.                                                  expense.




B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS                                                                                             CIVIL ENGINEERING REPORT | 38

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