22-0360 Civil Issue G

                                                                                                                                                                                                                                                                                                                                                                                                              SEWER
                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND - PROPOSED:
                                                                                                                                                                                                                                                                                                                                                                                                                                 1                                 STRUCTURE / BEND NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                       2                           LINE NUMBER
                                                                                                                                                                                                                                                                                                                                                                                                                                   S                               SEWER MAIN AND STRUCTURE
                                                                                                                                                                                                                                                                                                                                                                                                                                  S                                HOUSE CONNECTIONS BRANCHES




                                                                                /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DIRECTION OF HOUSE CONNECTION TO MAIN
                                                                                                                                                                             N
                                                                                                                                                                                                                                                                                                                                                                                                                                  9.2                              FINISHED CONTOURS




                                                                            /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   STORMWATER DRAINAGE




                                                            /




                                                                                                                                     2
                                                                                                                                  40.
                                                     /
                                                                                                                                          /




                                                                                                                                          0
                                                                                                                                         40.
                                                                                                                                                      /
                                                /




                                                                                                                                                                /

                                                                                                                                                                              /
                                         /




                                                                                                                                                                             8
                                                                                                                                                                            39.
                                                                                                                                                                                              /
                                     /




                                                                                                                                                                                                                                                                                             X                                                                                                       CONSTRUCT MH OVER EXISTING 150Ø
                                                                  .208642




                                                                                                                                                                                                                                                                                                 2
                                                          4431109..4




                                                                                                                                                                                                                               6
                                                                                                                                                                                                                                                                                                                                                                                                     MAIN. CONNECTION TO EXISTING BY




                                                                                                                                                                                                                           39.
                                 /




                                                                                                                                                                                                                                                                                                                                                           1                                         UNITYWATER AT DEVELOPERS EXPENSE
                                         41.6




                                                                                                                                                                                                                                                                                                                                                  1.45         1




                                                                                                                                                                                                                                                              3 9.4
                                                                                                                                                                                                                                                             399. .2
                                                                                                                                                                                                                                                          3 0
                                                                                                                                                                                                                                                                3

                                                                                                                                                                                                                                                         3 8.8
                          /




                                                                                                                                                                                                                                                        388. .6
                                                                                                                                                                                                                                                            4
                                                                                                           GROUND FLOOR FFL39.50
                          41.8




                                                                                                             BASEMENT FFL36.50




                                                                                                                                                                                                                                                                              3378. .0.2
                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                                                                                                 38




                                                                                                                                                                                                                                                                                                     37.6




                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                             P  VC
                                                                                                                                                                                                                                                                                                                                                                                                                                             EX.




                                                                                                                                                                                                                                                          0Ø
                                                                                                                                                                                                                                                                                                                                                                                                                                                   150
                                                                                                                                                                                                                                                                                                                                                                                                                                                        ØP




                                                                                                                                                                                                                                                      . 15
                                                                                                                                                                                                                                                                                                                                                                                                                                                             VC




                                                                                                                                                                                                                                                    EX
                                                                                .2




                                                                                                                                                                                                                                                                                                       1.0
                                                                                41




                                                                                                                                                                                                                                                                                                             0




                                                                                                                                                                                                                                                                                                                                                    36.4
                                                                                                                                                                                                                                                                                                                                           36.6
                                                                                                                                                                                                                                                                                                                                36.8
                                                                                                                                                                                                                                                                                                                  37.0
                                                                                                                                                                                                                                                                                                        3S7  .2
                                                                                       .0




                                                                                                                                                                                                                                                                                                                                                               36.2
                                                                                     41




                                                                                                         TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
                                                                                             .8




                                                                                                         FROM 4/1 TO X/2. CONNECTION TO EXISTING
                                                                                            40




                                                                                                                                                                                                                                                                                                                                                   36
                                                                                                         BY UNITYWATER AT DEVELOPERS EXPENSE



                                                                                                                                                                                         .4286042608




                                                                                                                                                                                                                                                                                                                                                    .4
                                                                                                                                                                                   337676.
                                                                                                     .6
                                                                                                    40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 X



                                                                                                                                                                                                            .6
                                                                                                                                                                                                          36




                                                                                                                                                                                                                                                                                                                                      36
                                                                                                           .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1
                                                                                                          40




                                                                                                                                                                                                                                                                                                                                       .6
                                                                                                                                                                                                                                                                                         S
                                                                                                                                                                                                                          .8
                                                                                                                                                                                                                     36
                                                                                                                .2
                                                                                                                40




                                                                                                                                                                                                                                      .0
                                                                                                                                                                                                                                 37
                                                                                                                        .0
                                                                                                                     40




                                                                                                                                                                                                                                             37.2
                                                                                                                             .8
                                                                                                                             39




                                                                                                                                                                                                                                                                              2




                                                                                                                                                                                                                                                                37.2
                                                                                                                                                                                                                                                         1.0
                                                                                                                                   .6




                                                                                                                                                                                                                                                                                  1
                                                                                                                                  39




                                                                                                                                                                                                                                                            0                                                                                            PROPOSED DN150 SEWER
                                                                                                                                                                                                                                                                                                                                                         MAIN RE-ALIGNMENT




                                                                                                                                                                                                                                                                                  37.0
                                                                                                                                                                                  39
                                                                                                                                                                                  .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   PA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RK
                                                                                                                                                                                                                                            S
                                                                                                                                                          39.




                                                                                                                                                                                                                                                                    37.2                                                                                                                                                                                                                                                                                                                                CR
                                                                                                                                                           4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           E




                                                                                                                                                                                                                                                                                                      36.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CS
                                                                                                                                                                                                                                                         37.




                                                                                                                                                                                                                                                                                                                                                                                                            T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                           4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NT




                                                                                                                                                                                                                                                                                                                                                                                                          EE
                                                                                                                                                                                                                                                  37.




                                                                                                                                                                                                                                                                              37
                                                                                                                                                                                                                                                                                .2
                                                                                                                                                                                                                                           37.8
                                                                                                                                                                                                                                                    6




                                                                                                                                                                                                                                                                                                                                                                                                      TR
                                                                                                                                                                                                                               38.0




                                                                                                                                                                                                                                                                       37




                                                                                                                                                                                                                                                                                                                                                                                                     NS
                                                                                                                                                                                                                   38.2




                                                                                                                                                                                                                                                                         .4




                                                                                                  TAKE UP & REMOVE EXISTING DN150
                                                                                                                                                                                                            38.4




                                                                                                  MAIN FROM X/3 TO X/2. CONSTRUCT NEW
                                                                                                                                                                                                         38S.6




                                                                                                                                                                                                                                                                                                                                                                                                 SO
                                                                                                                                                                                                                                                               37
                                                                                                                                                                                                       38.8




                                                                                                                                                                                                                                                                .6




                                                                                                  DN150 OUTLET IN EXISTING MH &
                                                                                                                                                                                       39.0




                                                                                                                                                                                                                                                                                                                                                                                                ER
                                                                                                  CONNECT TO NEW DN150 SEWER MAIN
                                                                                                                                                                                                                                                    37
                                                                                                                                                                                                                                                      .8




                                                                                                                                                                                                                                                                                                                                                                                          ND
                                                                                                                                              X
                                                                                                                                                                                                                                             38.0




                                                                                                                                                  3




                                                                                                                                                                                                                                                                                                                                                                                      HE
                                                                                                                                                                            0
                                                                                                                                                                        1.0




                                                                                                                                                                    3
                                                                                                                                                                        1




                                                                                                                                                                                                                                                                                             PLAN
                                                                                                                                                                                                                                                                                   SCALE A1 - 1 : 100
                                                                                                                                                                                                                                                                                         A3 - 1 : 200




                                                                                                                                                                                                                                                                                                                              Issue    Made By      Date       Description
                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED RESIDENCE                                                                                                                                                    Scale : AS SHOWN                    NOTES:
                                                                                                                                                                                                                                                                                                                                F      M.T.         20/02/23   For Operational Works Approval
                                                                                                                                                                                                                                                                                                                   REVISION




0    1        2   4   6              8               10m                                                                                                                                                                                                                                                                        G      M.T.         22/06/23   For Operational Works Approval
                                                                                                                                                                                                                                                                                                                                                                                                          at No.3 HENDERSON STREET SUNSHINE BEACH                                                                                                                               Job No.: 22-0360                    1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                                                                                                                          Client: JMML DEVELOPMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Dwg No.: C06                        3. Check and verify all dimensions
SCALE 1:100                                         @A1                                                                                                                                                                                                                                                                                                                                                   Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT   Date : 16/05/22                                                                                                      prior to commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                          Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 16/05/22   Ph: (07) 5444 5578   Email: [email protected]   SEWERAGE RETICULATION PLAN