Response to RFI Sewer & Water Network Plans · OPW25/0057

                                                                                                                                                        SEWER PIPE                                                                                                                                                                          PROPOSED STORMWATER
                                                                                                                                                        CENTRELINE                                                                                                                                                                          PIPE DN375 OR GREATER

                                                                                                                                                                                PROPOSED STORMWATER                                                                                              300                                                      300
                                                                                                                                                                                PIPE DN375 OR GREATER                                                                                            MIN                                                      MIN




                                                                                                                                                                                                                             50mm MIN




                                                                                                                                                                                                                                                                                                                                               50mm MIN
                                                 150mm THICK N32 CONCRETE
                                                                                                                                                                                                                                        150mm THICK N32 CONCRETE
                                                 BRIDGING SLAB WITH SL92
                                                                                                                                                                                                                                        BRIDGING SLAB WITH SL92
                                                 MESH AT 50MM BOTTOM COVER
                                                                                                                                                                                                                                        MESH AT 50MM BOTTOM COVER



                                                                                                                                                                       100mm




                                                                                                                                                                                                                                                                        100mm MIN
                                                                                                                                                                        MIN
                                                                                                                            ZO
                                                                                                                              NE




                                                                                                           450mm MIN                                                                              450mm MIN
                                                                                                                                 OF
                                                                                                                                   IN
                                                                                                                                      FU
                                                                                                                                        LE
                                                                                                                                           NC




                                                                                                                                                                               300mm
                                                                                                                                             E




                                                                                                                                                1                          1
                                                                                                                                                    1                 1
                                                                                                                   PROPOSED DN250/DN160
                                                                                                                   SEWER PIPE                                                                                                                                                                         SLAB WIDTH TO BE MIN. PIPE SIZE + 600mm OR
                                                                                                                                                                                                                                                                                                  STORMWATER TRENCH WIDTH, WHICHEVER IS GREATER
                                                                                                                                                        2000mm MIN



                                                                                                                                   SEWER BRIDGING SLAB DETAIL                                                                                                                                                     TYPICAL SECTION A


                                                                                                                                                            A



                                                                                                                                                                                                                                                          Shane Rynne
                                                                                                                                                                                                                                                  I,............................................. of COVEY ASSOCIATES Pty. Ltd.

                                                                                                                                                                                                                                                                                    18-03-2025
                                                                                                                                                                                                                                                                  ON............................, CERTIFY that:
                                                                                                                                                                                                                                                    1. This design drawing has been assessed in accordance with
                                                                                                                                                                                                                                                       requirements of the SEQ Code and Unitywater Standards;
                                                                                                                                                                                                                                                    2. The construction of the works must only be undertaken in
                                                                                                                                                                                                                                                       accordance with this drawing; and
                                                                                                                                                                                                                                                    3. No design Amendments are permitted either before or
                                                                                                                                                                                                                                                       during construction without the approval of Unitywater.
                                                                                                                                                                                                                                                    4. During construction, where required, Variation Notifications
                                                                                                                                                                                                                                                       must be submitted in accordance with the A&C Manual.

                                                                                                                                                                                                                                                                                                                    ACR/MAJ
                                                                                                                                                                                                                                                                                                                2020-112                                                              Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                       SIGNED: .........................................................                        IT IS THE RESPONSIBILITY OF THE       Check Site boundary dimensions from the Title plans
                                                                                                                                                                                                                                                                                                                                            CONTRACTOR TO CONTACT THE RELEVANT        Check Building Boundary clearances by set out.
                                                                                                                                                                                                                                                                                                                                           AUTHORITIES TO CONFIRM THE LOCATION OF     Notwithstanding the information supplied on this drawing,
                                                                                                                                                                                                                                                                                                                                              ALL EXISTING SERVICES PRIOR TO THE      the location, depth and extent of underground or overhead
                                                                                                                                                                                                                                                                                                                                                COMMENCEMENT OF EXCAVATION            services are to be confirmed and protected on site by the
                                                                                                                                                                                                                                                                                                                                                                                      contractor prior to commencement of works.

                                                                                                                                                                Approved
Checked -    CT                                                                                                                                                                                                    Drawing title -                          Project -               PROPOSED 1 INTO 3                             Site -                                            Project No.     233467       Sheet No.              C641
Design -    SK         Drawn -   SK
                                                                                                                                                                                                                   BRIDGING STRUCTURE DETAIL                                        DEVELOPMENT                                   62 LAKE MACDONALD DRIVE,                          Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                    C641 BRIDGING STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                    DETAIL                    Issue :       A
Scales -    AS SHOWN                                                                                                                                            COVEY ASSOCIATES PTY LTD   124 DUPORTH AVENUE                                               Client -
                                                                                                                                                                                                                                                                                    NOOSA COUNCIL                                 COOROY                                              This Document is copyright and shall not be copied
                                                 A   14/03/2025   ORIGINAL ISSUE                      SK
                                                                                                                                                                ABN 59 137 305 992         PO BOX 16                                                                                                                                                                                  without written approval, nor shall it be used except
Document Stage -           APPROVAL                                                                                                                             (07) 5443 7777             MAROOCHYDORE QLD 4558                                                                                                                                                                      for the Development and the Site Specified.
                                                Issue Date                         Description       By                                                         [email protected]
       c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C641 BRIDGING STRUCTURE DETAIL.dwg                                                                                                                                                                                                                                                                             Plot 1 July 2025 - 11:02 AM