24-0285 Civil Issue C

                                                                                                                                                                                                                                                                                                                                                                                                                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.
                                                /




                                                                                                                                                                     /




                                                                                                                                                                 6
                                                                                                                                                              39.
                                                                                                                                                                                 /
                                         /




                                                                                                                                                                                                   /
                                     /




                                                                                                                                                                                                                                                                                               X                                                                                                         CONSTRUCT MH OVER EXISTING 150Ø
                                                                                                                                                                                                                                                                                                   2
                                                                  .206842
                                                          4431109..4




                                                                                                                                                                                                                                                                                                                                                                                                         MAIN. CONNECTION TO EXISTING BY
                                 /




                                                                                                                                                                                                                                                                                                                                                             1                                           UNITYWATER AT DEVELOPERS EXPENSE
                                                                                                                                                                                                                                                                                                                                                                 1
                                         41.6




                                                                                                                                                                                                                                                                                                                                                   1.45




                                                                                                                                                                                                                                                                 399. .4
                                                                                                                                                                                                                                                               3 2
                                                                                                                                                                                                                                                             3 9.0
                                                                                                                                                                                                                                                                  3

                                                                                                                                                                                                                                                            388. .8
                          /




                                                                                                                                                                                                                                                         3 6
                                                                                                       GROUND FLOOR FFL39.50




                                                                                                                                                                                                                                                        3 8.4
                                                                                                                                                                                                                                                       388. .2
                          41.8




                                                                                                                                                                                                                                                      37. 0
                                                                                                                                                                                                                                                         8
                                                                                                         BASEMENT FFL36.50




                                                                                                                                                                                                                                                                                                      6
                                                                                                                                                                                                                                                                                                   37.




                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                            37.4
                                                                                                                                                                                                                                                                                                                                                                                                                                               EX.
                                                                                                                                                                                                                                                                                                                                                                                                                                                     150
                                                                                                                                                                                                                                                                                                                                                                                                                                                          ØP




                                                                                                                                                                                                                                                                  C
                                                                                                                                                                                                                                                                                                                                                                                                                                                               VC




                                                                                                                                                                                                                                                             PV
                                                                                                                                                                                                                                                                                                           1.0
                                                                            .2




                                                                                                                                                                                                                                                        0Ø
                                                                                                                                                                                                                                                                                                                 0
                                                                            41




                                                                                                                                                                                                                                                      . 15




                                                                                                                                                                                                                                                                                                                                                     36.4
                                                                                                                                                                                                                                                                                                                                            36.6
                                                                                                                                                                                                                                                                                                                                  36.8
                                                                                                                                                                                                                                                      EX




                                                                                                                                                                                                                                                                                                                     37.0
                                                                                                                                                                                                                                                                                                           3S7.2
                                                                                                                                                                                                                                                                                                   37.4
                                                                                   .0




                                                                                                                                                                                                              R




                                                                                                                                                                                                                                                                                                                                                                 36.2
                                                                                 41




                                                                                                                                                                                                            O
                                                                                                                                                                                                         DO
                                                                                                                                                                                                         SS
                                                                                                                                                                                                       RE
                                                                                                                                                                                                   EG
                                                                                                   TAKE UP & REMOVE EXISTING 150Ø PVC MAIN




                                                                                                                                                                                                 H
                                                                                                                                                                                               IT
                                                                                                                                                                                               W
                                                                                                                                                                                              TE
                                                                                                   FROM 4/1 TO X/2. CONNECTION TO EXISTING



                                                                                                                                                                                            GA
                                                                                        .8
                                                                                        40




                                                                                                                                                                                       NG




                                                                                                                                                                                                                                                                                                                                                     36
                                                                                                   BY UNITYWATER AT DEVELOPERS EXPENSE

                                                                                                                                                                                      DII
                                                                                                                                                                                     SL




                                                                                                                                                                                                                                                                                                                                                      .4
                                                                                                .6
                                                                                              40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   X



                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1

                                                                                                                                                                                                              36




                                                                                                                                                                                                                                                                                                                                          36
                                                                                                        .4




                                                                                                                                                                                                                                   .8
                                                                                                     40




                                                                                                                                                                                                                                                                                                                                             .6
                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                              36
                                                                                                               .2




                                                                                                                                                                                                                                          .0
                                                                                                             40




                                                                                                                                                                                                                                        37
                                                                                                                       .0




                                                                                                                                                                                                                                               37.2
                                                                                                                    40

                                                                                                                              .8
                                                                                                                            39




                                                                                                                                                                                                                                                        1.0                     2
                                                                                                                                                                                                                                                                                     1




                                                                                                                                                                                                                                                                  37.2
                                                                                                                                   .6




                                                                                                                                                                                                                                                              0                                                                                           PROPOSED DN150 SEWER
                                                                                                                                   39




                                                                                                                                                                                                                                                                                                                                                          MAIN RE-ALIGNMENT




                                                                                                                                                                                                                                                                                    37.0
                                                                                                                                                                                                 .6
                                                                                                                                                                                              38
                                                                                                                                                                                              .8
                                                                                                                                                                                       38
                                                                                                                                                                                       .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PA
                                                                                                                                                                                     39




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CR
                                                                                                                                                                                                                                               S



                                                                                                                                                                                                                                                                    37.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               EC




                                                                                                                                                                                                                                                                                                          36.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SE
                                                                                                                                                                                                                                                         37.4




                                                                                                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NT
                                                                                                                                                                                                                                                      37.6




                                                                                                                                                                                                                                                                                37




                                                                                                                                                                                                                                                                                                                                                                                                           E
                                                                                                                                                                                                                                                                                    .2
                                                                                                                                                                                                                                                8




                                                                                                                                                                                                                                                                                                                                                                                                        RE
                                                                                                                                                                                                                                               37.
                                                                                                                                                                                                                                        38.0




                                                                                                                                                                                                                                                                                                                                                                                                     ST
                                                                                                                                                                                                                               38.2




                                                                                                                                                                                                                                                                         37




                                                                                             TAKE UP & REMOVE EXISTING DN150
                                                                                                                                                                                                                                                                           .4
                                                                                                                                                                                                                       38.4




                                                                                                                                                                                                                                                                                                                                                                                                   ON
                                                                                             MAIN FROM X/3 TO X/2. CONSTRUCT NEW
                                                                                                                                                                                                              38.6




                                                                                                                                                                                                                                                              37
                                                                                                                                                                                                               S




                                                                                             DN150 OUTLET IN EXISTING MH &
                                                                                                                                                                                                                                                                 .6
                                                                                                                                                                                                       38.8




                                                                                                                                                                                                                                                                                                                                                                                                     S
                                                                                                                                                                                                                                                                                                                                                                                                  ER
                                                                                                                                                                                            39.0




                                                                                             CONNECT TO NEW DN150 SEWER MAIN
                                                                                                                                                                                                                                                      37
                                                                                                                                                                                                                                                       .8




                                                                                                                                                                                                                                                                                                                                                                                          ND
                                                                                                                                                  X
                                                                                                                                                      3
                                                                                                                                                                                                                                               38.0




                                                                                                                                                                                                                                                                                                                                                                                     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:
                                                                                                                                                                                                                                                                                                                                    A      M.T.       06/09/24   For Operational Works Approval
                                                                                                                                                                                                                                                                                                                       REVISION




0       1     2   4   6              8               10m                                                                                                                                                                                                                                                                                                                                                    at No.3 HENDERSON STREET SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                                                    B      M.T.       11/09/24   For Operational Works Approval                                                                                                                                                                                   Job No.: 24-0285                  1. Do not scale drawings.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. Scale is correct at A3.
                                                                                                                                                                                                                                                                                                                                    C      M.T.       18/09/24   For Operational Works Approval             Client: JMML INVESTMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  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 : 30/08/24                                                                                                    prior to commencement of work.
                                                                                                                                                                                                                                                                                                                                                                                                            Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER                      Date : 30/08/24   Ph: (07) 5444 5578   Email: [email protected]   SEWERAGE RETICULATION PLAN