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Appendix C - Engineering

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                                                                                                                                                                                                                                                    3




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                 TI6337
      S




                     //                                     //                                 //                                         //




                                                                                                                                                                                                                            1.8
           S




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                                                        OE
                   S




                                                                                                                                                                                                                      UP                                                                                                                            3
                                                                                                                                                                                                                                                                                                                                                    1




                                                                                                                                                                                                                                  2.0
                                                                                                          4
                                                        5                                                 1




                                                                                                                                                                                                                                                                                                                                                                                                         3.6
                                                        1
                                                                                                                                     1
                          S




                                                                                                                                                                                                                                                                                                                                                                                                                          OE
                                  S




                                                                                                                                     2




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                       3.4
                                                                                                                                     POOL          POOL DECK                 DECK                           LIVING                                                                                 CARPORT
                                                                                                                                                                                                                                            R1




                                                                                                                                                                                                                                                        2.2
      |
                                                                                                                                                     RL 2.40                 RL 2.76                        RL 2.80                                                                                 RL 2.60




                                                                                                                                                                                                                                                                                                                                                                                                              3.
                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                 8
                                               S
           |




                                                                                                                                                                                                                                                                                                                                                                                                                          OE

                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
               |




                                                                                                                                                                                                                                                                                                                                                                           3.2
                                                                                                                                                                                                                                                                                                                                             2




                                                                                                                                                                                                                                                              2.4
                   |




                                                                                                    C3                                                                                                                                                                                                                                       1                                                                                                                                                                                                                       CATCHMENT TABLE
                          |




                                               S




                                                                                                                                                                                                                                                                                                                                                                                 C1                                                                                            SW              SW                      SW   SW
                                                                                                                                                                                                                                                                                                                                                        1
                                                        S




                                                                                                                                                                                                                                                                                                                                                                    3.0
                              |




                                                                                                                                                                                                                                                                                                                                                        1                                                                                                                                                                                                    CATCHMENT                                            AREA (Ha)
                                  |




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                          OE

                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R1                                            0.016
                                  |




                                                                                                                                                                                                                                                                                                                                                                                                                                                  SW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      R2                                            0.015




                                                                                                                                                                                                                                                                                                                                                              2.8
                                                                 S
                                      |




                                                                                                                                               POOL       POOL DECK                DECK
                                                                         S




                                                                                                                                                                                                               LIVING                                                                             CARPORT                                                                                                                                                                                                                                                            R3                                             0.016




                                                                                                                                                                                                                                                                                                                                                                                                                        3.26
                                                                                                                                                            RL 2.40                RL 2.76                     RL 2.80                                                                             RL 2.60
                                                                                                                                                                                                                            R2
                                      |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     R4                                             0.015
                                           |




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         C1                                         0.010




                                                                                                                                                                                                                                                                                                                                                                                                                          OE
                                                                                                                                                                                                                                                                                                                                                        2.6




                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.52
                                                                                                                                                               1




                                                                                                                                                                                                                                                                                                                                                                                                                                                        SW
                                                                              2
                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      C2                                            0.013
                                           |




                                                                                      S




                                                                              3                                                                                3                                                                                                                                                                                                                                                                                                                                                                                                      C3                                            0.024
                                               |




                                                                                                                                                                                                                                                                                                                                                                                                                                                  3.41
                                                                                                               IO




                                                                                                                                                                                                                                                                                                                                                                                                                               3.23
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      C4                                            0.021




                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.51
                                               |




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                   //




                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                          //                                    //
                                                   |




                                                                                                                                                                    //
                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                          OE




                                                                                                                                                                                                                                                                                                                                                                                                                                                           SW
                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                                           FH
                                                   |




                                                                                                                                                           4                                                                                                                                                                                    3                                                                                                            OE                           OE                          OE    OE
                                                        |




                                                                                                                                                                                                                                                                                                                                                4
                                                                                                        S




                                                                                                    5                                                      4
                                                        |




                                                                                                    4                                                                          1
                                                                                                    S




                                                                                                                                                                                                                                            1.8




                                                                                                                                                                                                                                                                                                                                                                                                                                          3.46
                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 LEGEND:




                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                               5
                                                                 |




                                                                                                          //




                                                                                                                                                                                                                                                                                                                                                                                                                OE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.0                                          EXISTING MAJOR CONTOUR
                                                                 |

                                                                     |




                                                                                                                                                                                                                                                                                                                                                                                                                                                            SW GRATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                            3.48
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING MINOR CONTOUR
                                                                                                                                                                                   DECK                           LIVING                                                                          CARPORT
                                                                                                               S




                                                                                                                                                                                                                                                                                                                                                                                                                               3.10
                                                                                                                                                                                                                  RL 2.80
                                                                     |




                                                                                                                                                                                   RL 2.76                                                                                                         RL 2.60                                                                                                                                                                                                                                                                   //                                   EXISTING FENCE
                                                                                                                                                                                                                                                              R3




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                 C4




                                                                                                                                                                                                                                                                                                                                                                                                 OE
                                                                          |




                                                                                                                                                                                                                                                                                                                                                                                                           3.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING BUILDING




                                                                                                                                                                                                                                                  2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 \ \ \ \ \ \ \ \ \ \ \
                                                                                                                                                                                                                                                                                                                                                                                 C2
                                                                          |




                                                                                                                                                                                                                                                                                                                                                                                                                                2.92
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING KERB AND CHANNEL




                                                                                                                                                                                                                                                                                                                                                                                                                                                           3.12
                                                                                                                                                                                                                                                                                                                                                                                                     3.2
                                                                                                                                S
                                                                                  |




                                                                                                         //




                                                                                                                                                                    POOL                                                                                                                                                                    2                                                                                                                                                                                                                        T                                            EXISTING TELSTRA
                                                                                                                                                                                                                                                                                                                                            4
                                                                                  |




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                   OE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.26
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     OE                                           EXISTING OVERHEAD ELECTRIC




                                                                                                                                                                                                                                                                                                                                                                                              3.0
                                                                                      |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SW                                               EXISTING STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.10
                                                                                      |




                                                                                                                                               S
                                                                     DO




                                                                                                                                                                                                                                                                                                                                                        1                                                                                                                                                                                                            W                                            EXSTING WATER
                                                                                          |




                                                                                                                                                                                   POOL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    DOONELLA STREET
                                                                                                                                                                                                                                                                                                                                                        4
                                                                     ON




                                                                                                                                                                                                                                                                    2.2




                                                                                                                                                                                                                                                                                                                                                                                    2.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     S                                            EXISTING SEWER
                                                                                           |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.2




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                         EL




                                                                                                                                                                                                                                                                                                                                                                                                                                                3.05
                                                                                               |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING TOP OF BANK
                                                                          LA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     |       |           |            |           |       |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 |       |       |                |           |       |
                                                                                                                                                       S




                                                                                                                                                                                                                                                              UP
                                                                                                                                                                                                 DECK                             LIVING                                                          CARPORT
                                                                                               |
                                                                              LA




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING TREE
                                                                                                                                                                                                 RL 2.76                          RL 2.80                                                          RL 2.60
                                                                              KE




                                                                                                                                                                                                                                                                                                                                                                                                                                                 3.01
                                                                                                    |




                                                                                                                  //




                                                                                                                                                                                                                                                                             R4                                                                                                                                                                                                                                                                                                                                   EXISTING WATER VALVE




                                                                                                                                                                                                                                                                                                                                                                                                                                       2.95T
                                                                                                     |




                                                                                                                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ADJACENT BOUNDARY
                                                                                                                                                                                                                                                                          2.4
                                                                                                          |




                                                                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPERTY BOUNDARY
                                                                                                              |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    3.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         0                                                                                                                                        PROPOSED CATCHMENT STORMWATER
                                                                                                                   |




                                                                                                                                                                                                                                                                              2.6




                                                                                                                                                                                                                                                                                                                                                                                                                         2.84
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.0                                          PROPOSED MAJOR CONTOUR
                                                                                                                    |




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                               S
                                                                                                                            |




                                                                                                                                                                         2                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED MINOR CONTOUR
                                                                                                                                                                         6                   1




                                                                                                                                                                                                                                                                                                                                                                                                                                                2.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED RETAINING WALL
                                                                                                                                                                                             6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         >                   >                    >               PROPOSED SWALE
                                                                                                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                TELE PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED STORMWATER PIT




                                                                                                                                                                                                                                                                                                                                                                                                                                                                     2.84
                                                                                                                                                                                                                                                6                                                                                                                                                                                                                                                                                                                                                                 PROPOSED HEADWALL
                                                                                                                                                                                                   S




                                                                                                                                                                                                                                             RP73672




                                                                                                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                                                                                                       T
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED CONCRETE PAVEMENT

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED COBBLESTONE PAVERS

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED FOOTPATH

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1           0       1      2      3     4       5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SCALE                                                                            (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1 : 100 (FULL SIZE)



                                                                                                                                                      North Point        Approved                                                                                                                                                                                                                                   Project Address                                                                                              Title
                                                                                                                                                                         BEN PARRY
                                                                                                                                                                         RPEQ 28084                                                                                                                                                                                                                                 53-55 DONNELLA ST                                                                                            STORMWATER CATCHMENT LAYOUT PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                    TEWANTIN QLD 4565
                                                                                                                                                                         For and on behalf of RECOR Pty Ltd.                                                                                                                                                                                                        LOT 4 T16337 & LOT 5 RP73672
                                                                                                                                                                    N




                                                                                                                                                                         Scale                                                                                                                       ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details                                                                                               PROJECT NAME:                                                                           Project Number                  Sheet Size
                                                                                                                                                                                                                                                                                                     SUNSHINE COAST | BRISBANE | SYDNEY
 B    23/06/23            OPW ISSUE                                                                                    HL                BP                                                                                                                                                         www.recorconsulting.com | ABN 89 647 469 707                                                                    BLACKWOOD ASSETS                                                                                             PROPOSED                                                                                20210038                          A1
 A        05/05/23        MCU ISSUE                                                                                JAC               BRP
                                                                                                                                                                                                           AS SHOWN                                              COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                                                                RESIDENTIAL DUPLEX                                                                      Drawing Number                   Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         041                                B
                                                                                                                                                                                                                                                               drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev       Date                            Revision Description                                                    Drawn Check                                                                      DO NOT SCALE, IF IN DOUBT ASK                                                                                             the revision description.
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