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A6769-24-D09 [B] Rapid Infiltration Culvert 'Ric' Layout

Attached to the e-mail Minor Change Application OPW25/0042.01 - DA Form 5, Civil Plans - 3 & 7 Serenity Close Noosa Heads.

of 1

Page text shows just the words. Original shows the document exactly as it was published.

                                                                                                                                                                                                                RL




                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                   1 4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                             .0




                                                                                                                                                                                                                                         14.
                                                                                                                                                                                                                                                                                                                                                                                                                                                       12
                                                                                                                                                                                                                                                                                                                                                                                                                                                   RDL01




                                                                                                                                                                                                                 14.0
                                                                              12.5%                                                                                                                                                                                                                                                                                                                                                           L0                                                                                                                                                                               D0




                                   D
                                                                                                                                                                                                                                                                                                                                                                                                                                                   1.2                                                                                                                                                                     L0      4




                                                                                                                                                                                    13.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                         4                                                                                                                                                                    1.0




                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1




                                               S




                                                                                          RL




                                                                                                                                      13.60




                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                      RL
                                                                                           13
                                                                            Ex




                                                                                                                                                                         W
                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                                                                                                                                                D0




                                                                                              .24




                                                                                                                                                                                                                                                                         14
                                                                             RL
                                                                                                                                                                                                                                                                                                                                                                                                          L0        1




                                                                                                                 13.40




                                                                                                                                                                                                                                                                            .0
                                                                                                                                                                                                                                                                                                                                                                                                               1.2




                                                                                                                                                                                                                                                                                                                                         RL
                                                                               13
                                                                                                                                                                                                                                                                                                                                                                                                                   3




                                                                                 .06

                                                                                                  13.20




                                                                                                                                                                                                                                                                                                                                           14
                                                                                                                                                                                                                                  RL




                                                                                                                                                                                                                                                                                                                                             .75
                                                                                                                                                                                                                                    14
                                                                                                                                                                                                                                       .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.0%
                                                                                                                                  8.6%                                                                                                                                                                                                                                                                                                                                                                                                  ALL ROOFWATER TO BE PIPED


                                            D
                                                                                 1in8




                                                              Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        TO RIP'S/RWHT VIA SEALED




                                                          RL
                                                S




                                                                                                                                                                                                                                                                                                                                   RL
                                                            12




                                                                                                                                                                        W




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    D10
                                                                                                                                                                        WR




                                                                                                                                                                                                                                                                                                                                      14
                                                             Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              1
                                                               .78




                                                                                                                                                                                                                                                                                                                                         .7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PIPE SYSTEM TO HYDRAULIC


                                                                 RL




                                                                                                                                                                            L1
                                                                                          RL




                                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                        14.40



                                                                                                                                                                                                                                                                                                                         14.60
                                                                                                                                                                                                                                                                                       14.20
                                                                                                                                                                               3.7
                                                                    12




                                                                                                                                                                                                        13.80



                                                                                                                                                                                                                                 14.00
                                                                                           12
                                                                      .83




                                                                                                                                                                                   0
                                                                                              .96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONSULTANT SPEC.




                                                                                                                                                                               D    ARY
                                                          D




                                                                                                                                                                            OUN
                                       Ex
                                         RL



                                                                                                                                                                                                                                                                                                                                                                                                    D0




                                                                                                                                        WW
                                                                                                                                                                                                                                                                                                                                                                                                 L01 1




                                                                                                                                                                      TY B
                                                                                                                                                                                                                                                                                       14.0
                                           12

                                                 S


                                                                                                                                                                                                                                                                                                                                                                                                    .22
                                             .67




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL
                                                                                                                                                                                                                                                                                                                                                                                                                                RL
                                                9




                                                                                                                                                                   PER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                                                                                                                                                                                                                                                                                                                                                                  12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                    .0
                                                                                                                                                                PRO
                                                           Ex
                                                             RL




                                                                                                                                                                                                                                                                                       13.5
                                                                             E
                                                               12
                                                      E




                                                                                                                 WW
                                                                                                                          12.8
                                                                 .26
                                                                    2




                                                                                 WW                                                    13.0 13.2
                                                                       RL RL1 D



                                                                                        12.8
                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                FFL12.0
                                                                         12 2.
                                                                         Ex




                                                                                                                                                                                                                                                                                                                                                                                                  D0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FFL11.15
                                                                           .35 59



                                                WW                                                                                                                                                                                                                                                                                                                                          L0        1
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                                                                                                                                                                                                                                                                                       13.0                                                                                                      1.2


                                                                                      BA L13
                                                                 E                                                                                                                                                                                                                                                                                                                                   0


                                                                                        SE .0
                                                                                        R
                                                     RL




                                                                                         Ex


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       D0                                   D0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    L0 1                                          1
 E
                                                        12




                                                                                            TW



                                                                                            OF
                      W                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               L0
                                                                                            Ex




                      W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.2                                  1.1
                                                           .78




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          1                                      6
                                                                                               RL

                                                                                               13



                                                                                               PM
                                                                                                  .23


                                                                                      E.1
                                                                                                  12




                                                                                                    T
                                                                                                      .51




                      E
                                                                                                                                                                                                   12.7
                                                                                          4   0                                                                                                                                                                                    12.5                                                                                                                                                                                                                  RWHT
                                                                                                                                                                     12.9
                                          S


                               S
                               S                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RAINWATER HARVESTING
                                                                                                                                                                                        12.7                                                                                                                                                                                                                                                                                                                 TANK 300m3 (MIN)
                                                                                      D




                                                                                                                                                                                                                                                                                                                                                                                              D0
     S                                                                                                        12.5                                                                                                                                                                                                                                                                         L01 1                                                                                                             CAPACITY TO HYDRAULIC
     S
                                                                                                                                                                                                            12.7                                                                       12.0                                                                                                   .19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONSULTANTS DETAILS                                                                                         SUMP WITH ACCESS LID OVER
                                                                                                                                                                                                                                     11.95                                                                                                                                                                                                                                                                                             D0
                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             L0            1
                                                                 S




                                                                                                                                                                                                                                                                                          PROPOSED BIORETENTION BASIN '1';                                                      PROPOSED DRAINAGE NETWORK TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          7
                                                                                                                                                      12.7                                                                                                                                REFER WQ01 FOR DETAILS
                                                                                               12.35                     12  .5                                                                                                                                                                                                                                                 OUTLET <Q3MONTH FLOWS TO                                                                                          L0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1
                                                                                                                      RL                                                                                                                                                               11.5                                                                                     SURFACE OF SWALE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        8
                                                                                                                                             | | |  |
                                                                                               D




                                                                                                                                            |
                                                                                                                                        | | | | | | | || | |




                                                                                                                                                                                                                                                                   | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |                                                                                            Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                 | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL
                                                                      S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10
                                                                       S




                                                                                                                                                                                                                             20
                                                                                                                                                                                                                         11.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .50
                                                                                                                                                                                                                      RL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             10.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED DRAINAGE >3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              85
                                                                                                                                                                                                                                                                                                                                                                                                                          BIO BA                                             20m2 GEOFABRIC LINED FOREBAY
                                                                                                                                                                                                                                                                                                                                                                                                                                 SIN                                                                                                                                                                                                         MONTH ARI FLOWS TO BE
                                                                                                          D




                                                                                                                                                   |




                                                                                                                                                                                                                                                                                                                                                                                                                          RL10.45
                                                                                                                                                       | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PIPED DIRECTLY TO RIC
                                                                                                                                                               | |
                                                                                                                                                                  | |




                                                                                                                                                                        |
                                                                                 S




                                                                                                                                                                                |
                                                                                  S




                                                                                                                                                                            |




                                                                                                                                                                                    |
                                                                                                                                                                                        ||                                                                                | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                             ||
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                                                                                                                                                                                                                     | | | | |
                                                                                                                                                                                                                                                                                       20
                                                                                                                                         PRO




                                                                                                                                                                                                                 |

                                                                                                                                                                                                                                                          11.
                                                                                                                                                                                                                                             RL
                                                                                                                      D




                                                                                                                                                 PER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        10.
                                                                                                                                                     T




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL
                                                                                                                                                               Y BO




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              WEIR L
                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0                                                                                                                                 EV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.2                                                                                                                           RL 10.8 EL
                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                   UND




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RL                                                                                                                                         5
                                                                                                                                                                                                                             0                                                                                                                                                                                                                                                          8.5                                                                                                            8.5
                                                                                                                                                                                                                         0.7                                                                                                                                                                                                                                                       RL                                                                             RL
                                                                                                                                                                     ARY




                                                                                                                                                                                                                        1
                                                                                                                                                                                                                     RL                                                                        RIC1                                                                                              PROPOSED ROCK GABION                                                          Ex                                                                               Ex
                                                                                                                                                                                                                Ex
                                                                                                                                 D




                                                                                                                                                                                                                                                                                                                                                                                                 RETAINING WALL. TOP OF
                                                                                                                                                                                                                                                                                               PROPOSED RAPID INFILTRATION CULVERT
                                                                                                                                                                                                                                                                                                                                                                                                 WALL RL 11.20.                                                                                                    EMERGENCY OVERFLOW VIA                                                   CY
                                                                                                                                                                                                                                                                                               14x 1500w x 1200h x 2400 LONG RCBC                                                                                                                                                                                                                                                         EN .95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   ROCK GABION WEIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ERG RL10
                                                                                                     S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EM IR
                                                                                                          S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DE WE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 WI OW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             17 RFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OV
                                                                                                                                           D




                                                                                                                                                                                                                                                                                                                                                                                                                        PROPERTY BOUNDARY                                                                                                                                                                                                                                                                             S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S             S
                                                                                                                                                                                                                                                                                                                                                                             PRIVATE OPEN SPACE                                                                                                                                                                                                                                                                       S
                                                                                                                S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   S
                                                                                                                 S




                                                                                                                                                                                                                                                                                                                                                                             CONSERVATION PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          S
                                                                                                                                                                                                                                                                                                                                                                             WATERWAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S                 S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RM
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                     D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       S
                                                                                                                                                                                                                                                                                                                                                                                                                  S                       S                                S                                   S                                                                                                                                                          RM
                                                                                                                                                                                                                                 S                                                                  S                                S                                 S
                                                                                                                                                                                    S                                                                                                               S                                S                                 S                                           S                      S                                S                                    S
                                                                                                                                                                                    S                                            S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RM
                                                                                                                  S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               NOTE: ALL WORKS TO BE                                                                                                                                   EXISTING CONCRETE FOOTPATH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               UNDERTAKEN UNDER STRICT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               GUIDEANCE OF ARBORIST

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0        2               4            6             8   10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:100 (A1), 1:200 (A3)

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTIONDesign:
                                                                                                               PURPOSES.
                                                                                                                      PBL                                                                                                                                                                                                                                                                                                                                         PROJECT:                                                                                                                                                                       DRAWING TITLE:
                                                                                                                                                                                                                                                                                                                                                                                                  Brah 101 pty ltd t/a Alta Projects
                                                                                                                                                                                                                     Drawn: PBL
                                                                                                                                                                                                                                                                                                                                                                                                  A.B.N. 91 611 354 511                                                                                                                                                                                                                          RAPID INFILTRATION CULVERT 'RIC' LAYOUT
                                                                                                                           APPROVAL                                                                                   Date: AUG 2022                                                                                                                                                              26 Memorial Avenue, Cotton Tree                                 PROPOSED HOTEL
                                                                                                                                      NOT FOR CONSTRUCTION                                                                                                                                                                                                                                        PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                                                                                                                                                      Revision         Sheet
                                                                                                                                                                                                                Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                                                                                                                                                                  Tel (07) 5475 4125 Fax (07) 5479 1607                           at 3-7 SERENITY CLOSE, NOOSA HEADS                                                                                                                                             DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A6769-24-D09                                    B       9 of
                                                                                                                                     STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                                  Email: [email protected]
     B
     A
         28/01/2026
         27/02/2025
                      REVISED STORMWATER ALIGNMENT
                      ISSUE FOR APPROVAL
                                                                                                   PBL
                                                                                                   PL
                                                                                                               SKH
                                                                                                               S.H.
                                                                                                                            .......................
                                                                                                                                DIRECTOR APPROVAL                                                                      Datum AHD
                                                                                                                                                                                                                                                                                                                                                                                                  Web: http://www.alta.net.au                                     for CALILE MALOUF INVESTMENTS
 REV      DATE                                 DESCRIPTION                                         BY         CHKD              RPEQ - 4784                                                                              A1 SHEET SIZE                                                         FILENAME : a6769-24-D09 RIC LAYOUT.dwg - DATE : 28/1/26 - 5:03pm - XREF's: X-BASE; X-SURVEY; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-SURVEY retained trees; X-STRUCT; H-Approved-SH; H-Checked-SH                         Council Ref:
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