RFI - 22-0360 Civil Issue F

                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND - EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ELECTRICAL OVERHEAD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SEWER GRAVITY MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TELECOMMUNICATION CONDUITS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  WATER MAIN




                                                                               /
                                                                                    41.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STORMWATER DRAINAGE




                                                                                                41.2
N




                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ROAD CROWN




                                                                                                        41.
                                                                         /




                                                                                                                    8
                                                                                                                40.
                                                                                                                                                                                                                                                                                                                                                                                                                            SEWER




                                                                                                                        6
                                                                                                                     40.

                                                                                                                            4
                                                                                                                         40.

                                                                                                                                 2
                                                                                                                              40.
                                                                                                                                                                                                                                                                                                                                                                                                                            LEGEND - PROPOSED:




                                                                                                                                     0
                                                              /




                                                                                                                                  40.

                                                                                                                                            8
                                                                                                                                        39.

                                                                                                                                                 6
                                                                                                                                            39.
                                                                                                                                                                                                                                                                                                                                                                                                                                               1                                 STRUCTURE / BEND NUMBER
                                                     /
                                                                                                                                                           /                                                                                                                                                                                                                                                                                        2                            LINE NUMBER
                                                                                                                                                                    /                                                                                                                                                                                                                                                                           S                                SEWER MAIN AND STRUCTURE
                                                 /




                                                                                                                                                                                         /                                                                                                                                                                                                                                                      S                               HOUSE CONNECTIONS BRANCHES

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DIRECTION OF HOUSE CONNECTION TO MAIN
                                                                                                                                                                                                         /
                                          /




                                                                                                                                                                                                                      /                                                                                                                                                                                                                         9.2                             FINISHED CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 STORMWATER DRAINAGE
                                     /




                                                                                                                                                                                                                                                                                                          X
                                                                                                                                                                                                                                                                                                              2
                                                                   .208642
                                                           4431109..4
                                 /




                                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                                                                                                                                     1
                                          41.6




                                                                                                                                                                                                                                                                                                                                                        1.45
                                                                                                                                                                                                                                                                                                                                                                                                      CONSTRUCT MH OVER EXISTING 150Ø




                                                                                                                                                                                                                                                                         3 9.4
                                                                                                                                                                                                                                                                        399. .2
                                                                                                                                                                                                                                                                     3 0
                                                                                                                                                                                                                                                                           3

                                                                                                                                                                                                                                                                    3 8.8
                          /




                                                                                                                                                                                                                                                                                                                                                                                                      MAIN. CONNECTION TO EXISTING BY




                                                                                                                                                                                                                                                                   388. .6
                                                                                                                         GROUND FLOOR FFL39.50




                                                                                                                                                                                                                                                                       4
                          41.8




                                                                                                                           BASEMENT FFL36.50                                                                                                                                                                                                                                                          UNITYWATER AT DEVELOPERS EXPENSE




                                                                                                                                                                                                                                                                                      3378. .0.2
                                                                                                                                                                                                                                                                                           8
                                                                                                                                                                                                                                                                                         38




                                                                                                                                                                                                                                                                                                                  37.6
                                     41.6




                                                                                                                                                                                                                                                                                                   37.2




                                                                                                                                                                                                                                                                                                                                           S
                                                                                                                                                                                                                                                                        VC
                                                         .4
                                                      41




                                                                                                                                                                                                                                                                        ØP
                                                                                                                                                                                                                                                                                                                                                                                                                                                    EX.




                                                                                                                                                                                                                                                                              37.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                          150
                                                                                                                                                                                                                                                                                                                                                                                                                                                              ØP




                                                                                                                                                                                                                                                                     150
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   VC




                                                                                                                                                                                                                                                                   X.
                                                                                                                                                                                                                                                                36.E8
                                                                               .2
                                                                             41




                                                                                                                                                                                                                                                                                                                                                          36.4
                                                                                                                                                                                                                                                                                                                                                 36.6
                                                                                                                                                                                                                                                   36




                                                                                                                                                                                                                                                                                                                                       36.8
                                                                                                                                                                                                                                                                                                                           37.0
                                                                                                                                                                                                                                                     .6




                                                                                                                                                                                                                                                                                                                       2
                                                                                                                                                                                                                                                                                                                   3S7.
                                                                                             .0




                                                                                                                                                                                                                                                                                                                                                                     36.2
                                                                                           41
                                                                                                                                                                                                                                                                                                          1.0
                                                                                                                                                                                                                                                                                                              0
                                                                                                           .8                         TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
                                                                                                         40




                                                                                                                                                                                                                                                                                                                                                          36
                                                                                                                                                                                                                                                                                                                                                           .4
                                                                                                                                      FROM 4/1 TO X/2. CONNECTION TO EXISTING
                                                                                                                                      BY UNITYWATER AT DEVELOPERS EXPENSE                                                       .6
                                                                                                                .6




                                                                                                                                                                                                                           36                                                                                                                                                                                                                                                                                                                                                          X
                                                                                                                40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1




                                                                                                                                                                                                                                                                                                                                               36
                                                                                                                                                                                                                                            .8
                                                                                                                        .4




                                                                                                                                                                                                                                                                                                                                                  .6
                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                       36
                                                                                                                        40




                                                                                                                                                                                                                                                       .0
                                                                                                                             .2




                                                                                                                                                                                                                                                    37
                                                                                                                             40




                                                                                                                                       .0                                                                    36.8
                                                                                                                                     40                                                                                                                     37.2
                                                                                                                                                .8
                                                                                                                                            39




                                                                                                                                                                                                                                                                           37.2
                                                                                                                                                                                                                                                                                           2
                                                                                                                                                     .6
                                                                                                                                                     39




                                                                                                                                                                                                      37.0                                                                                     1                                                               PROPOSED DN150 SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PA
                                                                                                                                                                                                                                                                                                                                                               MAIN RE-ALIGNMENT                                                                                                                                                                                                              RK



                                                                                                                                                                                                                                                                                        37.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    E    CS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           EN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             T
                                                                                                                                                                                                                                                            S



                                                                                                                                                                        337987
                                                                                                                                                                             ..202486                                                                                        37.
                                                                                                                                                                    38




                                                                                                                                                                                        37.2




                                                                                                                                                                                                                                                                                                                  36.8
                                                                                                                                                                       .468




                                                                                                                                                                                                                                      1.0                                         2
                                                                                                                                                                                                                                                                     37.



                                                                                                                                                                                                                                            0




                                                                                                                                                                                                                                                                                                                                                                                                                ET
                                                                                                                                                                                                                                                                        4
                                                                                                                                                                                                                                                             37.




                                                                                                                                                                                                                                                                                                                                                                                                             RE
                                                                                                                                                                                                                                                        37.

                                                                                                                                                                                                                                                                 6
                                                                                                                                                                                                                                                 38.0
                                                                                                                                                                                                                                                            8




                                                                                                                                                                                                                                                                                                                                                                                                           ST
                                                                                                                                                                                                                                     38.2
                                                                                                                                                                                                                          38.4
                                                                                                                                                                                                                      S 38.6
                                                                                                                                                                                             E




                                                                                                                                                                                                                                                                                                                                                                                                        ON
                                                                                                                                                                                             AT




                                                                                                                                                                                                                      38.8
                                                                                                                                                                                         G




                                                                                                                                                            X
                                                                                                                                                                                                                    39.0
                                                                                                                                                                                                 4
                                                                                                                                                                                             39.




                                                                                                                                                                3




                                                                                                                                                                                                                                                                                                                                                                                                      RS
                                                                                                                                                                                                       .2




                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                      39




                                                                                                                                                                                                                                                                                                                                                                                              ND
                                                                                                                                                                                                               .0




                                                                                                       TAKE UP & REMOVE EXISTING 150Ø PVC MAIN
                                                                                                                                                                                                              39




                                                                                                                                                                                                                                                                                                                                                                                         HE
                                                                                                                                                                                                      0
                                                                                                                                                                                                  1.0




                                                                                                       FROM X/3 TO X/2. CONSTRUCT NEW DN150
                                                                                                       OUTLET IN EXISTING MH & CONNECT TO NEW
                                                                                                       DN150 SEWER MAIN                                                                      3
                                                                                                                                                                                                  1
                                                                                                                                                                                                                                38.5
                                                                                                                                                                                                              39.0




                                                                                                                                                                                                                                                   PLAN
                                                                                                                                                                                                                                     SCALE A1 - 1 : 100
                                                                                                                                                                                                                                           A3 - 1 : 200                                                                                Issue
                                                                                                                                                                                                                                                                                                                                         F
                                                                                                                                                                                                                                                                                                                                                Made By
                                                                                                                                                                                                                                                                                                                                                M.T.
                                                                                                                                                                                                                                                                                                                                                          Date
                                                                                                                                                                                                                                                                                                                                                          20/02/23
                                                                                                                                                                                                                                                                                                                                                                     Description
                                                                                                                                                                                                                                                                                                                                                                     For Operational Works Approval
                                                                                                                                                                                                                                                                                                                                                                                                                PROPOSED RESIDENCE                                                                                                                                                    Scale : AS SHOWN             NOTES:
                                                                                                                                                                                                                                                                                                                            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