Appendix F - engineering report

                                                                                                 CALIBRE CONSULTING




 Specific Outcomes                     Probable Solutions                       Proposed Measures
                                       (if code assessable)
                                       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 Existing services are relocated
                                       and the design and construction of the
                                       relocated services is in accordance
                                       with Sections 3, 4 and 5 of PSP 6 –
                                       Engineering Design Standards –
                                       Water and Sewerage and Section 4 of
                                       PSP 5 – Engineering Design
                                       Standards – Roads, Drainage and
                                       Earthworks.
 O2                                    S2.1
  Maintenance access is provided to    A registered easement in favour of       Due consideration will be given to the
 all sewers, water mains, stormwater   Council    is     created  over    all   requirements of access for future
 drains, overland flow paths and       underground infrastructure located in    maintenance throughout the detailed
 associated structures.                private property;                        design process.
                                       AND
                                                                                Preliminary consideration of these
                                                                                items have been provided in the
                                                                                Drawings provided in this Report (No.
                                                                                B14158.W-02A dated December
                                                                                2014).
                                       S2.2
                                       The width of the easement is in the
                                       greater of 3m or the width of the zone
                                       of influence;
                                       AND
                                       S2.3                                     N/A
                                       The easement is centred over the
                                       centreline of the infrastructure.

Table 7-5: Division 18: Transports, Roads and Drainage Code

Table 14-55 Strategic Transport Network

 14.145 Strategic Transport Network
 Specific Outcomes                     Probable Solutions                       Proposed Measures
                                       (if code assessable)
 O1                                    S1.1



B14158.W | COOROY RETIREMENT COMMUNITY | PALM LAKE RESORTS                                CIVIL ENGINEERING REPORT | 12