G Engineering Report And Plans · 132007.2398

                                                                                                                                                                  CALIBRE CONSULTING




 Specific Outcomes                                        Probable Solutions                                                 Proposed Measures
                                                          (if code assessable)
 Setbacks and Easements
 O1                                                       S1.1
 Development near a sewer, water main, stormwater         The footing of any structure or building is located clear of the   Due consideration for all infrastructure and existing flow paths
 drain, overland flow path or associated structure does   zone of influence but no closer than 15.m (measured                will occur throughout the detailed design process.
 not:                                                     horizontally) from infrastructure including sewers, water
 (a) adversely affect the function of the service;        mains and stormwater structures;                                   Preliminary consideration of these items have been provided
 (b) place an additional load on the service; and         AND                                                                in the Drawings provided in this Report (No. B14158.W-02A
 (c) unduly increase future maintenance costs.                                                                               dated December 2014).


                                                          S1.2
                                                          No building of structure overhangs the zone of influence;
                                                          AND
                                                          S1.3
                                                          Finished surface levels maintain a minimum of 600mm of
                                                          cover, but not greater than 3m of cover to the underground
                                                          infrastructure;
                                                          AND
                                                          S1.4
                                                          If the existing surface level is altered, surface level services
                                                          including manholes and inspection points are altered to
                                                          match the new surface level;
                                                          AND
                                                          S1.5
                                                          Alterations are constructed in accordance with Sections 3, 4
                                                          and 5 of PSP6 – Engineering Design Standards –Water and
                                                          Sewerage and Section 4 of PSPs5 – Engineering Design
                                                          Standards – Roads, Drainage and Earthworks;
                                                          OR
                                                          S1.6



B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS                                                                                               CIVIL ENGINEERING REPORT | 16