22-0360 Civil Issue A

                                                                                                                                                                                                                                                                                                                                                                                                                                               SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                               LEGEND:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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




                                                                                                                                               6
                                                                                                                                           39.
                                                    /
                                                                                                                                                     /

                                                                                                                                                                 /
                                               /




                                                                                                                                                                                              /
                                                                                       3491




                                                                                      4309
                                                                                           .60                                                                                                         /




                                                                                          .86024
                                           /




                                                                               41.2
                                                                                                                                                                                                                              /
                                       /




                                                              41.4




                                                                                                                                                                                                                                                                                                                                 X                                                                                                      CONSTRUCT MH OVER EXISTING 150Ø
                                                                                                                                                                                                                                                                                                                                     2
                                                                                                                                                                                                                                                                                                                                                                                                                                        MAIN. CONNECTION TO EXISTING BY
                                   /




                                                                                                                                                                                                                                                                                                                                                                                              1                                         UNITYWATER AT DEVELOPERS EXPENSE
                                           41.6




                                                                                                                                                                                                                                                                                                                                                                                     1.45         1




                                                                                                                                                                                                                                                                                             3 9.4
                                                                                                                                                                                                                                                                                            399. .2
                                                                                                                                                                                                                                                                                         3 0
                                                                                                                                     GROUND FLOOR FFL39.50




                                                                                                                                                                                                                                                                                               3

                                                                                                                                                                                                                                                                                        3 8.8
                          41.8 /




                                                                                                                                                                                                                                                                                       388. .6
                                                                                                                                                                                                                                                                                           4
                                                                                                                                       BASEMENT FFL36.50




                                                                                                                                                                                                                                                                                                                  3 8.2
                                                                                                                                                                                                                                                                                                                 37.8.0
                                                                                                                                                                                                                                                                                                                    8
                                                                                                                                                                                                                                                                                                                    3




                                                                                                                                                                                                                                                                                                                                     GA
                                                                                                                                                                                                                                                                                                                                  TE



                                                                                                                                                                                                                                                                                                                                          37.6




                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                   C
                                                                                                                                                                                                                                                                                              PV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EX.




                                                                                                                                                                                                                                                                                            0Ø
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ØP




                                                                                                                                                                                                                                                                                       . 15
                                                                                                                                                                                                                                                                              VISITOR PARKING                                                                                                                                                                                                 VC




                                                                                                                                                                                                                                                                                      EX
                                                                        .2
                                                                     41




                                                                                                                                                                                                                                                                                                                                                                                       36.4
                                                                                                                                                                                                                                                                                                                                                                              36.6
                                                                                                                                                                                                                                                                                                                                                                    36.8
                                                                                                                                                                                                                                                                                                                                                      37.0
                                                                                                                                                                                                                                                                                                                                                  2
                                                                                                                                                                                                                                                                                                                                             3S7.
                                                                               .0




                                                                                                                                                                                                                                                                                                                                                                                                  36.2
                                                                             41




                                                                                                                                                                                                                                                                                                                                 1.0
                                                                                                        TAKE UP & REMOVE EXISTING 150Ø PVC MAIN                                                                                                                                                                                      0
                                                                                            .8




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




                                                                                                                                                                                                                                                                                                                                                                                      36
                                                                                                        BY UNITYWATER AT DEVELOPERS EXPENSE




                                                                                                                                                                                                                                                                                                                                                                                       .4
                                                                                                       .6
                                                                                                     40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  X



                                                                                                                                                                                                                                           .6
                                                                                                                                                                                                                                          36




                                                                                                                                                                                                                                                                                                                                                                          36
                                                                                                            .4




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1
                                                                                                            40




                                                                                                                                                                                                                                                                                                                                                                            .6
                                                                                                                                                                                                                                                                                                                             S
                                                                                                                                                                                                                                                           .8
                                                                                                                                                                                                                                                      36
                                                                                                                    .2
                                                                                                                 40




                                                                                                                                                                                                                                                                       .0
                                                                                                                                                                                                                                                                 37
                                                                                                                           .0
                                                                                                                         40




                                                                                                                                                                                                                                                                               37.2
                                                                                                                                3   9.8
                                                                                                                                                                                                                                                                                                                  2




                                                                                                                                                                                                                                                                                                   37.2
                                                                                                                                                                                                                                                                                        1.0
                                                                                                                                           .6




                                                                                                                                                                                             VISITOR PARKING                                                                                                            1
                                                                                                                                          39




                                                                                                                                                                                                                                                                                              0                                                                                             PROPOSED DN150 SEWER
                                                                                                                                                                                                                                                                                                                                                                                            MAIN RE-ALIGNMENT




                                                                                                                                                                                                                                                                                                                      37.0
                                                                                                                                                                                                                                  37.0




                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                           377.2
                                                                                                                                                                                                            3




                                                                                                                                                                                                           .0
                                                                                                                                                                                                        .2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PA
                                                                                                                                                                                                              .0




                                                                                                                                                                                                      37
                                                                                                                                                                                                      37




                                                                                                                                                                     337789
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RK
                                                                                                                                                                           ..248062480                                                                                                               37.                                                                                                                                                                                                                                                                                                                                   CR
                                                                                                                                                                  38




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EC




                                                                                                                                                                                                                                                                                                                                           36.8
                                                                                                                                                                     .0246




                                                                                                                                                                                                                                                                                                         2
                                                                                                                                                                                                                                                                                           37.


                                                                                                                                                                                             4                                                                                                                                                                                                                                                                                                                                                                                                                                                  SE




                                                                                                                                                                                                                                                                                                                                                                                                                                             ET
                                                                                                                                                                                                                                                                                     37.6
                                                                                                                                                                                                                                                                                               4



                                                                                                                                                                                                  1                                                                                                                                                                                                                                                                                                                                                                                                                                               NT
                                                                                                                                                                                                                                                                                   37.8




                                                                                                                                                                                                                                                                                                                 37




                                                                                                                                                                                                                                                                                                                                                                                                                                          RE
                                                                                                                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                                                                            38.0
                                                                                                                                                                 1.0
                                                                                                                                                                                         E
                                                                                                                                                                                    AT




                                                                                                                                                                                                                                                                38.2
                                                                                                                                                                                 G




                                                                                                                                                                                                                                                                                                                                                                                                                                        ST
                                                                                                                                                                                                                                                  S




                                                                                                   CONSTRUCT MH OVER EXISTING SEWER.
                                                                                                                                                                                                                                                                                                          37
                                                                                                                                                                                                                                                      38.4




                                                                                                                                                                                                                                                                                                            .4




                                                                                                                                                                                                                                                                                                                                                                                                                                    ON
                                                                                                   CONNECTION TO EXISTING BY
                                                                                                                                                                                                                                           38.6




                                                                                                                                                                                                                                                                                              37




                                                                                                   UNITYWATER AT DEVELOPERS EXPENSE.
                                                                                                                                                                                                                                   38.8




                                                                                                                                                                                                                                                                                                   .6




                                                                                                                                                                                                                                                                                                                                                                                                                                   RS
                                                                                                   TAKE UP & REMOVE EXISTING 150Ø PVC
                                                                                                                                                                                                                       39.0




                                                                                                                                                                                                                                           3




                                                                                                                                                                                                                                                                                                                                                                                                                                E
                                                                                                                                                                                                                                                                                      37
                                                                                                                                                                                                                39.2




                                                                                                   MAIN FROM 4/1 TO X/2.                                                                                                                          1
                                                                                                                                                                                                                                                                                       .8




                                                                                                                                                                                                                                                                                                                                                                                                                             ND
                                                                                                                                                         X
                                                                                                                                                                                                                                                                               38.0




                                                                                                                                                             3




                                                                                                                                                                                                                                                                                                                                                                                                                         HE
                                                                                                                                                                                                                             0
                                                                                                                                                                                                                          1.8




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




                                                                                                                                                                                                                                                                                                                                                                  Issue    Made By     Date       Description
                                                                                                                                                                                                                                                                                                                                                                                                                                           PROPOSED RESIDENCE                                                                                                                                                    Scale : AS SHOWN                  NOTES:
                                                                                                                                                                                                                                                                                                                                                                    A      M.T.        05/07/22   For Operational Works Approval
                                                                                                                                                                                                                                                                                                                                                       REVISION




0    1        2   4   6                8            10m                                                                                                                                                                                                                                                                                                                                                                                    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