Council archive · source document
SUPERSEDED Approved Plans & Document OPW25-0042 · OPW25/0042

Plans and drawings: the text below has words only, no drawings.
Very large file (36.5 MB): may take a few minutes to open.
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
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  .5




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                                                                                                                                                                                                                     1 4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                       .0




                                                                                                                                                                                                                                          14.
                                                                                                                                                                                                                                                                                                                                                                                                                                                   12
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11.8
13                                                                                                                                                                                                                                                                                                                                                                                                                                              RL




                                                                                                                                                                                                                   14.0
                                                                                     12.5%




                                        D S




                                                                                                                                                                              13.8




                                                                                                                                                                                                                       0
                                                                                                 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         14




                                                                                                                                      13.60




                                                                                                                                                                                  0




                                                                                                                                                                                                                                                                       RL
                                                                                                   13
                                                                                   Ex




                                                                                                                                                                  W
                                                                                                      .24




                                                                                                                                                                                                                                                                          1
                                                                                    RL




                                                                                                                                                                                                                                                                                         4 .0
                                                                                                                   13.40




                                                                                                                                                                                                                                                                                                                                           RL
                                                                                       13


                                                                                                 13.20
                                                                                         .06




                                                                                                                                                                                                                                                                                                                                             14




                                                                                                                                                                                                                                                                                                                                                                                                                                         12.0
                                                                                                                                                                                                                                      RL




                                                                                                                                                                                                                                                                                                                                               .75
                                                                                                                                                                                                                                         14.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.0%
                                                                                                                                  8.6%                                                                                                                                                                                                                                                                                                                                                                                          ALL ROOFWATER TO BE PIPED


                                                   D
                                                                                        1in8




                                                                Ex
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TO RIP'S/RWHT VIA SEALED




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             11.8




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                                                                    12




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                                                                                                                                                                                                                                                                                                                                      14
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                                        13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                       .78




                                                                                                                                                                                                                                                                                                                                        .7 5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PIPE SYSTEM TO HYDRAULIC


                                                                         RL




                                                                                                                                                                      L1
                                                                                                RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          13




                                                                                                                                                                                                                                                                                                         14.40



                                                                                                                                                                                                                                                                                                                          14.60
                                                                                                                                                                                                                                                                                        14.20
                                                                                                                                                                          3.7
                                                                           12




                                                                                                                                                                                                         13.80



                                                                                                                                                                                                                                  14.00
                                                                                                  12
                                                                             .83




                                                                                                                                                                                  0
                                                                                                     .96
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONSULTANT SPEC.
                                                                                                                                                                                                                                                                                                                                                                                                               14




                                                                                                                                                                         D    ARY
                                                                D




                                                                                                                                                                      OUN
                                           Ex
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                                                                                                                                                                                                                                                  14.00




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                                                  12
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                                                     .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RL
                                                                                                                                                                                                                                                                                                                                                                                                                              RL
                                                     79




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1
                                                                                                                                                                                                                                                                                                                                                                                                                                 12
                                                                                                                                                                                  13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                    .0
                                                                                                                                                                                    .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         13




                                                                                                                                                          PRO
                                                                  Ex
                                                                    RL
                                                                      12




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                                                                        .26
                                                                           2




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                                                 S




                                                                                                                                                                                                                                                                                                                                                                                                                              FFL12.0
                                                                               12 2.
                                                                               Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        FFL11.25
                                                                                 .25 59



                                                          W


                                                                                                BA L13
                                                                                                  S E .0
                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              12
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                                                                                                   Ex
                                                              12




                                                                                                     TW



                                                                                                      OF
                           W
                                                                                            Ex
                                                                 .78




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                                                                                                         13



                                                                                                         PM
                                                                                                           .23
                                                                                                            12




                                                                                                             T
                                                                                                                                                                                                                                      | | | | | | | | | | | |                                    |
                                                                                                               .51




                                                                                                                                                                                                                          | | | |
                                                                                                                                                                                                                  | | |
                                                                                                                             13                                   13.0                              |
                                                                                                                                                                                                        | |   |
                                                                                                                                                                                                                                                  13.0                                                                                                                                                                                                                                                   RWHT




                                                                                                                                                                                                |
                                                                                                                                                                                                                                                                                                13                                                                                                                                                                                                       RAINWATER HARVESTING




                                                                                                                                                                                           |
                                    S                                                                                                                                                  |




                                                                                                                                                                                   |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TANK 300m3 (MIN)



                                                                                                                                                                                  |
                                                                                            D




                                                                                                                                                                                  |
                                                                                                                                                                                                                                                                12.5


                                                                                                                                                                              |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CAPACITY TO HYDRAULIC

                                                                                                                                                                          |
                                                                                                                                                                                                                                                                                                                                                                                                                                            12
         S

                                                                                                                                                                      |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUMP WITH ACCESS LID OVER
                                                                                                                                                                  ||
                                                                                                                                                          | |
                                                                                                                                                                |                                                                                                                                                                                                                                                                                                                                        CONSULTANTS DETAILS
                                                                                                                                                                                                                                                                    12.0PROPOSED BIORETENTION BASIN '1';
                                                                       S




                                                                                                                                                              |




                                                                                                                                                                                                                                                                                                                                                                                  PROPOSED DRAINAGE NETWORK TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      11
                                                                                                                                                        | | |



                                                                                                                                                                                                                                                                        REFER WQ01 FOR DETAILS                                                                                    OUTLET <Q3MONTH FLOWS TO
                                                                                                                           12.5
                                                                                                                                                   |




                                                                                                                                                                                                                                                               11.5                                                                                                               SURFACE OF SWALE.
                                                                                                                                              | | |
                                                  13



                                                                                                    D




                                                                                                                                             |
                                                                                                                                        | | | | | | |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          | | | | | | | | | | | | | | | | | |
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10
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                                                                                                                                                                                                                               20
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            .50
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                                                                                                                                        |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         10.
                                                                                                                                        | || |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED DRAINAGE >3




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




                                                                                                                                                                                  12                                                                                                                                                                                                                               RL10.4
                                                                                                                                                                                                                                                                                                                                                                                                                          5                                                                                                                                                                                                             PIPED DIRECTLY TO RIC
                                                                                                                                                    | |




                                                                                                                                      12.0
                                                                                                                                                                                                                                                                                                                                                                        11
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                                                                                                                                                            | |




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                                                                                        S




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                                                                                                                                                                                                              |   | | | | |       |                                                     20
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    RL                                                                                                  WEIR L
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                                                                                                 S




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                                                                                                                                                                                  11.0                                                                                                                                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1                                                                                                                             5
                                                                                                                                                                                                                                  0                                                                                                                                                                                                                                                       8.5                                                                                                   8.5
                                                                                                                                                            DAR




                                                                                                                                                                                                                       1   0.7                                                                                                                                                                                                                                                       RL                                                                    RL
                                                                                                                                                                                                                    RL                                                                          RIC1                                                                                           PROPOSED ROCK GABION                                                           Ex                                                                         Ex
                                                                                                                                                               Y




                                                                                                                                                                                                                  Ex
                                                                                                                                  D




                                                                                                                                                                                                                                                                                                                                                                                               RETAINING WALL. TOP OF
                                                                                                                                                                                                5                                                                                               PROPOSED RAPID INFILTRATION CULVERT
                                                                                                                                                                                       10.                                                                                                      14x 1500w x 1200h x 2400 LONG RCBC
                                                                                                                                                                                                                                                                                                                                                                                               WALL RL 11.20.
                                                                                                                                                                                                                                                                                                                                                                                                                                                9                                                                EMERGENCY OVERFLOW VIA
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ROCK GABION WEIR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EN .95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RG RL10
                                                                                                                                                                                                                                  10                                                                                                                                                                                                                                                                                                                                            E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              EM IR
                                                                                                              S




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            DE WE
                                                                                                                                                                                                10.0                                                                                                                                                                                                                                                                                                                                                                      WI OW
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      17 RFL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          E
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       OV
                                                                                                                                           D




                                                                                                                                                                                                                                                                                                                                                                                                              PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      S
                                                                                                                                                                                                                                                                                                                                                                               PRIVATE OPEN SPACE                                                                                                                                                                                                                                                                          S
                                                                                                                    S




                                                                                                                                                                                                                                                                                                                                                                               CONSERVATION PROTECTION                                                                                                                                                                                                                                               S
                                                                                                                                                                                                                                                                                                                                                                               WATERWAYS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    S
                                                                                                                                                                D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                S

                                                                                                                                                                          S                                       9                   S                                                              S                                 S                                S                                 S                                S                                 S                                   S




     -

             APPROVED PLAN                                                                                                                                                                                                                                                                                                                                                                                                                                                       NOTE: ALL WORKS TO BE                                                                                                                            EXISTING CONCRETE FOOTPATH
                                                                                                                                                                                       D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 UNDERTAKEN UNDER STRICT
               OPW25/0042
             NOOSA COUNCIL
                                                                                                                                                                                                                                             8                                                                                                                                                                                                                                   GUIDEANCE OF ARBORIST

               8 AUG 2025                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0         2           4          6               8    10

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   8
                                                                                                                                                                                                        D




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

     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                    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
                                                                                                                             FOR 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                                 A     9 of
                                                                                                                                  STEVEN HARRISON
                                                                                                                                                                                                                                                                                                                                                                                                Email: [email protected]
         A   27/02/2025   ISSUE FOR APPROVAL                                                             PL       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 : 28/2/25 - 11:24am - XREF's: X-BASE; X-SURVEY; X-SURVEY water; X-ARCH 3 ground; X-ARCH 1 basement; X-ARCH 2 lower ground; X-ARCH 4 level01; X-SURVEY retained trees; H-Approved-SH; H-Checked-SH          Council Ref:

Document Set ID: 23646597
Version: 1, Version Date: 21/03/2025
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