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S12884-210412-Store Local Stage 3 -For Approval

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                8.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           7.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          8.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Y
                                                                                                                                                                                                                                                                                                                                                      ROAD RESERVE




                                                                                                               11.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Y
                                                                                                                                                                                                          10.75




                                                                                                                                                                                                                                                 10.2
                                                                                 11.75




                                                                                                                                                                                                                            10.5




                                                                                                                                                                                                                                                                     10.0
                                                                                                                                                                                  11.0




                                                                                                                                                                                                                                                                                     9.75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          |
                                                                                                                                                                   11.25




                                                                                                                                                                                                                                                                                                                                                                                    9.25




                                                                                                                                                                                                                                                                                                                                                                                                                 9.00
                                                                                                                                                                                                                                                                                                                                                      9.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Y
                                                                                                                                                                                                                                                   5
                                                                                                                                                                                                                                0
                                                                                                                                                                                       0




                                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                  //                                   //                               //                      //                      //                                                    //                             //                 //               //                             //                 //             //                   //              //                          //              //               //
                                                                                                                                                                                                                                    .5                                      0




                                                                                                                                                                                  11.0
                                                                                           EP                                                                                                                                                                         10.                                                                            .5                                                              .0                                                        8.5                                              .0
                                                                                                                                                       >
                                                                                                                                                       11.5
                                                                                                                                                                            >                     >                        > 10              >               >                  >                   >                               >9                                >                      >              > 9              >                >                      >              >             >      >                  >8                 >                   >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y    //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Y
                                                                                                                                                                                                                                                                                                                                                     CATCHMENT CALCULATIONS
                                                                                                                                                                                                                                                                                    CATCHMENT                AREA                                                                I5                  Q5                           I100            Q100
                                                                                                                                                                                                                                                                                                                                                              C10                                                    Q100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       7.25
                                                                                                                                                 //
                                                                                                                                                                                                                                                                                      NAME                   (HA)                                                              mm/hr                m3/s                         mm/hr            m3/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             //
                                                                                                                                                                                                                                                                                              1              0.037                                            0.85                  225             0.019               1         331             0.034



                                                                                                                                                                                                                                                                                                                                                     CATCHMENT CALCULATIONS



                                                                                                                                            //
                                                                                                                                                                                                                                                                                    CATCHMENT                AREA                                                                I5                  Q5                           I100            Q100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                                                                              C10                                                    Q100
                                                                                                                                                                                                                                                                                      NAME                   (HA)                                                              mm/hr                m3/s                         mm/hr            m3/s
                                                                                                                                                                                                                                                                                         2
                                                                                                                                       //                                                                                                                                                                    0.024                                            0.85                  225             0.013               1         331             0.022
                                                                                                                                                                                                                                                                                    (SWALE WEST)
                                                                                                                                                                                                                                                                                         3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                             0.0050                                           0.85                  225             0.003               1         331             0.005
                                                                                                                                                                                                                                                                                    (SWALE EAST)
                                                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                                                                                                 //
                                                                                                                   11.50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.50
                                                                                                                                                                                            1
                                                            EET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                               TR




                                                                                                                                                                                                                                                                                                                              4500 CLEAR HEAD ROOM
                                                                                                                                                                                                                                                                                                               LOADING DOCK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND
                                                        RENE S




                                                                                                                                                                                                                                                                                                                                                                                                            up




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              10.000                          EXISTING MAJOR CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                                              FIRST FLOOR




                                                                                                                                                                                                                                                                                                                                                                          up
                                                                                                                                                                                                                                                                                                                                                                                                                                FFL14.500                                                                                                                                                                                                                     10.000                          PROPOSED CONTOURS
                                                                                                                                                                                                                                                                                                                                                                                                                             GROUND LEVEL
                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                FFL 11.500




                                                                                                                                                                                                                                                                                                                                                                                                  LIFT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED BASEMENT OUTLINE UNDER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                                                                                                                                                                            BASEMENT LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                FFL 8.050                                                                                                                                                                                                                                                     EXISTING STORMWATER DRAINAGE
                                                                                                              //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 902
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      SP 163309
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       >                      EXISTING SWALE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.999                           EXISTING CONTOURS
                                                                             EXT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              9.999                           PROPOSED CONTOURS
                                                                                                                                                              //

                                                                    EXTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED STORMWATER DRAINAGE
                                                                    FLOW 16L/s




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >                     PROPOSED SWALE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED CATCHMENT BOUNDARY
                                                                                                                                                                                                 PACKAGING RETAIL
                                                                                                                                                                                                   SALES OFFICE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1                     DRAINAGE CATCHMENT NUMBER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                11.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.50
                                     SW[C
                                            ]


                                                                                                               0
                                                                                                            11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                    SW[C]
                                                                                                                                                         10.5
                                                                                                       //
                                                                                    SW[C]                                             //
                                                                                                                                                        >                   >                                       10.
                                                                                                                                                                                                                       0

                                                                                                                                                                                                   >                       >                                                                9.5
                                                                                                                           SW[C]
                                                                                                                                                                                                                                             >               >                                                                                                                         9.0
                                                                                                                                                                    SW[C]                                                                                                       >                   >                                                                                                           2                                         8.5                                                                                                                                                                     7.25
                                                                                                                                                                                                                                                                                                                                  >                                   >                                                                                                                                          8.0
                                                                                                                                                                                                  SW[C]
                                                                                                                                                                                                                                                                                                                                                                                             >              >
                                                                                                                                                                                                                                    SW[C]                                                                                                                                                                                   >                 >                  >




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >
                                                                                                                    5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             7.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  >
                                                                                                                  10.7




                                                                                                                                                        0
                                                                                     0




                                                                                                                                                                                                                                                             SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        >
                                                                                                                                                       10.5
                                                                                    11.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            >                  >
                                                                                                                                                                                                                                                                 9.75




                                                                                                                                                                                                                                                                                                                                                                               //
                                                11.50




                                                                                                                                                                                                                                                                                            SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   >           >
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                         10.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           >
                                                                                                                                                                                                                                                                                                    9.50
                                                                                                                                                                                                                               10.00




                                                                                                                                                                                                                                                                                                                                            SW[C]
                                                                                                                                                                                                                                                                                                                                                                   9.25
                                                                     5




                                                                                                                                                                                                                                                                                                                                                                                    SW[C]
                                                                11.2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                                                                                                                                            SW[C]




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              7.0
                                                                                                                                                                                                                                                                                                                                                                                                                                      SW[C]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SW[C]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          SW[C]
                                                                                                                                                                                                                                          LOT 58                                                                                                                                                                                                                                                                                                                                                                                                                                          0           2            4            6m
                                                                                                                                                                                                                                         RP 228905                                                                                                                                                                                                                                                         SW[C]                                                                                                                                                       SCALE 1:100 (A1)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             NOTE:                                                     SW[C]       SL9.140                                                                                                                                (SCALE BEFORE REDUCTION)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              CONTRACTOR TO REINSTATE BLOCK

                                   NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                               PLAN                                                                                                                   OWNER'S CONSENT REQUIRED FROM LOT 58
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ON RP228905 TO CONSTRUCT WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RETAINING WALL AFTER CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                     SCALE 1:100                                                                                                                                                                                                              OF STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              SW[C ]         PIPE. ENSURE NO                                                                   REAL PROPERTY DESCRIPTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             WITHIN NEIGHBOURING PROPERTY.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOADS ARE IMPOSED ON PIPE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW[C]
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT 59 ON RP228906




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     © MILANOVIC NEALE CONSULTING ENGINEERS
ALL SCALES ARE AS SHOWN (A1)
DO NOT SCALE FROM DRAWING




                               REV.                 DESCRIPTION                             DATE            INIT.                                                                                                                                                               CONTACT DETAILS                                                              CLIENT                                                                                                      PROJECT                                                                                   TITLE                                                                                                    DRAWN              DESIGNED           DATE
                                A FOR CLIENT REVIEW                                        23.02.21          SM                                                                                                                                                                 E [email protected]                                                                                                                                                                                                                                                                                                                                                                                  SM               SM                FEB 2021
                                B FOR APPROVAL                                             09.04.21          SM                                                                                                                                                                 W www.mnce.com.au

                                                                                                                                                                                                                                                                                                                                                                                                                                                                              STORE LOCAL - NOOSAVILLE                                                                                   STORMWATER                                                                         CHECKED            APPROVED

                                                                                                                                                                                                                                                                                                                                                                               STORELOCAL PTY LTD                                                                                                                                                                                                                                                                                   DH

                                                                                                                                 BRISBANE                                   IPSWICH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      STAGE 3                                                                                           CATCHMENT PLAN                                                                      DRAWING No.                                  REV.
                                                                                                                                                                                                                    SYDNEY                        GOLD COAST
                                                                                                                                 PH No. (07) 3255 1877                      PH No. (07) 3281 6603                   PH No. 1300 827 901           PH No. 1300 827 901                                                                                                                                                                                                                                                                                                                                                                                                         S12884 - CD02                                 B
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