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

                                                                                                                                                                                                                                                                                           PROPOSED CONNECTION TO EXISTING Ø250 DI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Shane Rynne
                                                                                                                                                                                                                                                                                                                                                                                                                                                 I,............................................. of COVEY ASSOCIATES Pty. Ltd.
                                                                                                                                                                                                                                                                                                                                                                NOTE: CONNECTION TO UNITYWATER
                                                                                                                                                                                                                            3m FOR UNITYWATER CONNECTION                                   TRUNK WATER MAIN BY UNITYWATER. EXACT
                                                                                                                                                                                                                                                                                                                                                               NETWORK INFRASTRUCTURE IS SUBJECT                                                                                               18-03-2025
                                                                                                                                                                                                                                                                                           LOCATION OF WATER MAIN TO BE CONFIRMED                                                                                                                                                      ON............................, CERTIFY that:
                                                                                                                                                                                                                                                                                                                                                                    TO FURTHER APPLICATION
                                                                                                                                                                                                                                                                                           ON SITE PRIOR TO CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                          1. This design drawing has been assessed in accordance with
                                                                                                                                                                                                                                                                      3m                                                                                       NOTE: THRUST BLOCKS ARE REQUIRED                                                              requirements of the SEQ Code and Unitywater Standards;
                                                                                                                                                                                                                                                                                                                                                                  AT ALL CHANGES OF DIRECTION                                                             2. The construction of the works must only be undertaken in
                                                                                                                                                                                                                                                                                                                                                                                                                                                             accordance with this drawing; and
                                                                                                                                                                                                                                                                                                                                                               NOTE: ALL WORKS ON EXISTING WATER                                                          3. No design Amendments are permitted either before or
                                                                                                                                                                                                                                                                                                EXISTING PATH AND                                                  MAINS TO BE CARRIED OUT BY
                                                                                                                                                                                                                                                                                                KERB RAMP TO BE                                                                                                                                              during construction without the approval of Unitywater.
                                                                                                                                                                                                                                                                                                                                                               UNITYWATER AT DEVELOPER'S EXPENSE                                                          4. During construction, where required, Variation Notifications
                                                                                                                                                                                                                                                                                                REMOVED BY
                                                                                                                                                                                                                    )                                                                                                                                                                                                                                        must be submitted in accordance with the A&C Manual.
                                                                                                                                                                                                               1.5m                                                                             CONTRACTOR
                                                                                                                                                                                             E (2                                                                                                                                                                 NOTE: REFER TO SHEET C460 FOR
                                                                                                                                                                                     EL   BOR                                                                                                                                                                      SCHEDULE OF LIVE WORKS AND
                                                                                                                                                                                 UNN                                                                                                                                                                                                                                                                                                                                                       ACR/MAJ
      900                                                                                                                                                            0P  E1  00 T                                                                                                                                                                              SCHEDULE OF PIPEWORKS AND FITTINGS                                                                                                                              2020-112
                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SIGNED: .........................................................
                                                                                                                                                                DN18
                                                                                EXISTING
                                                                                STORMWATER




                                                                                                                                                                                                                                          DIA
                                                                                TO BE REMOVED




                                                                                                                                                                                                                                              NE
                                                                                                                                                                                                                                                                                                            ex FH                                                                                                                                  FLANGED OFF-TAKE CLAMP (REFER




                                                                                                                                                                                                                                                LLA
                                                                                                                                                                                                                                                                                                                                                                                                                                                   SEQ-WAT-1105-2) UNDER PRESSURE
                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONNECTION METHOD




                                                                                                                                                                                                                                                 CT
                                                                                                                                                                                                                                                                                                                                                                           EXISTING Ø250 DI TRUNK WATER MAIN


                                                                                                                                                                                                                                                                                                                   EX
                                                                                                                                                                                                                                                                                                                 DI IST
                                                                                                                                                                                                                                                                                                                   WA ING
                                                                                                                   22.5° BEND                                                                                                                                                                                         TE D
                                                                                                                                                                                                                                                                                                                        R N2
                                                                                                                                                                                                                                                                                                                         MA 50                                                                                                                                              FL-FL SLUICE VALVE
                                                                                                                                                                                                                                                                                                                           IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PE FULL FACE FLANGE




                                                                                                                                                                                                                                                                                                                                                                                              3m CONNECTION BY UNITYWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WITH BACKING RING
                                                  80




                                                                                                                                                                                                                                                                                                                                                                                                                                                   DN180 PE100 PN16
                                                                                                                                                                         1
                                                N1




                                                                                                                                                                    AD
                                               6D




                                                                                                                                                            RO
                                              1
                                           PN




                                                                                  22.5° BEND
                                         100
                                       PE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    11.25° BEND BY UNITYWATER



                                                                                         WATER UNDER STW PIPE                                                                                                                                                                                                                                                                                                                                                                           UNITYWATER TO REMOVE DUCKFOOT
                                                                                         MIN 300mm CLEARANCE                                                                                                                                                                                                                                                                                                                                                                            HYDRANT AND COMPLETE CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO EXISTING WATER MAIN
             22.5° BEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTRACTOR TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        INSTALL TEMPORARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DUCKFOOT HYDRANT




                                                                                                                                                                                                                                                                                                                                                                                              TUNNEL BORE BY CONTRACTOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PE FULL FACE FLANGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DN180 PE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WITH BACKING RING

                                                       WATER OVER SEW HC




                                                                                                                                                                                                                                                                                                                                                                                                                                                                         100 PN16
                                                       MIN 500mm CLEARANCE
                   Ø150 PVC-O
                     PN16




                                                                                                                                                                                                                                                                                                                                                                                                                             WATER CONNECTION DETAIL                                                    NOTE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.    ALL DICL BENDS TO BE FLANGED JOINTS.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        2.    WHERE PE CROSSINGS ARE USED THRUST RESTRAINT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BE PROVIDED IN ACCORDANCE WITH SEQ-WAT-1211-1
                                                                                                                                         ROAD CROSSING DETAIL                                                                                                                                                                                                                                                                                                                                           3.    FLANGED CONNECTIONS IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:25 (A1) - 1:50 (A3)                                                    SEQ-WAT-1313-1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4.    WHERE PE CROSSINGS ARE USED PIPES MAY BE CURVED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              IN LIEU OF IMPLEMENTING BENDS IF CLEARANCE TO
                                                                                                   MIN 600 COVER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              BURIED SERVICES CAN BE MAINTAINED. MINIMUM RADIUS
                                                                                                     (TYPICAL)




                                                                                                                                    SCALE 1:100 (A1) - 1:200 (A3)                                                                                                                                                                                                                                                                                                                                             BENDS IN ACCORDANCE WITH PIPA GUIDELINE POP202
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              (TABLE REPRODUCED BELOW)
                         108                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MIN BEND RADIUS (x
                                                             Ø150 PVC-O PN16                                                                                        DN180 PE100 PN16 WATER MAIN                                                                                                           PROPOSED DN160 PE100 TUNNEL BORE (21.5m)                                                                              3m                                                                              PIPE SDR (PN)
                         107                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      PIPE OD)
                                                                                                                                                                                                                                                                                                                                                                                                                            CONNECTION
                                                                                                                                                                                                                                                                                                                                                     DIANELLA CT                                                                                                                                                        9 (20)                              12
                                                                                                                                                                                                STW Ø600 RCP




                                                                                                                                                                                                                                                                                                                                                                                                                                BY
                                                                                                                                    STW Ø375 RCP




                         106                                                                                                                                                                                                                                                                                                                                                                                                UNITYWATER                                EXISTING




                                                                                                                                                                                                                                                                                                                                                EXISTING STW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       11 (16)                              15
                                                                                                                                                                                                                                          DESIGN SURFACE                                   EXISTING STORMWATER                                                                                                                                                        SURFACE
                         105




                                                                                                                                                                                                                                                                                                                                                Ø450 RCP


                                                                                                                                                                                                                                                                                                                                                                  CL
                                                                                                                                                                                                                                                                                           TO BE REMOVED
                         104                                                                                                                                                                                                                                                                                                                                                                                                                                               PROPOSED CONNECTION TO EXISTING Ø250 DI
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           TRUNK WATER MAIN BY UNITYWATER. EXACT
                         103                                                                                                                                                                                                                                                                                                                                                                                                                                               LOCATION OF WATER MAIN TO BE CONFIRMED




                                                                                                                                                                                                                                                                                                                                                                                                                                      ~1m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           ON SITE PRIOR TO CONSTRUCTION
                         102
                                                                                                                       22.5° BEND                      HORIZONTAL BEND
                         101                                                   SEWER PROPERTY                                                                                                                             HORIZONTAL BEND
                                                                               CONNECTION (LOT 1)                                                  22.5° BEND                                                           MIN 300                                                                APPROX. LOCATION OF




                                                                                                                                                                                                                                                                                                                                        CLEARANCE
                                                                                                                                                                                                                                                                      HORIZONTAL BEND                                                                                              PE FULL FACE FLANGE                                      FL-FL SLUICE VALVE




                                                                                                                                                                                                                                                                                                                                          300 MIN
                         100                                                                                                                                                                                            CLEARANCE                                                              EXISTING ELECTRICITY                                                                WITH BACKING RING
                                                                                                                                                                                                                                                                                               & COMMUNICATIONS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Check all dimensions before commencement of work.
                                                                                                                                                                                                                                                           ROAD CROSSING SECTION                                                                                                                                                                 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
                                                                                                                                                                                                                                                           SCALE 1:100 (A1) - 1:200 (A3)                                                                                                                                                         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.              C440
Design -    SK              Drawn -   SK                D   24/03/2025   UPDATED PROJECT NAME                          SK                                                                                                                                             WATER CONNECTION DETAILS                                                      DEVELOPMENT                                                              62 LAKE MACDONALD DRIVE,                                                                   Digital Ref :
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        C440 WATER CONNECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DETAILS                  Issue :       D
                                                        C   14/03/2025   UPDATED LOT LAYOUT                            SK
Scales -    AS SHOWN                                    B   20/09/2024   ISSUE FOR APPROVAL                            SK                                                                                      COVEY ASSOCIATES PTY LTD      124 DUPORTH AVENUE                                                                   Client -
                                                                                                                                                                                                                                                                                                                                                    NOOSA COUNCIL                                                            COOROY                                                                                      This Document is copyright and shall not be copied
                                                        A    10/01/24    ISSUE FOR CLIENT REVIEW                       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\C440 WATER CONNECTION DETAILS.dwg                                                                                                                                                                                                                                                                                                                                                                                                                 Plot 1 July 2025 - 11:02 AM