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SUPERDEDED NEGOTIATED - OPW25 0042 - Approved Plans (As Published) · OPW25/0042

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Original PDF page 16, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                 RL
  .5




                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                    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




                                                                 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            11.8




                                                                                                                                                                                                                                                                                                                                   RL
                                       S




                                                                   12




                                                                                                                                                                 WR




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     D10
                                                                                                                                                                                                                                                                                                                                     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
                                              RL




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                                                                                                                                                               TY B
                                                 12
                                          S

                                                    .6




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RL
                                                                                                                                                                                                                                                                                                                                                                                                                             RL
                                                    79




                                                                                                                                                            PER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1
                                                                                                                                                                                                                                                                                                                                                                                                                                12
                                                                                                                                                                                 13




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                   .5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        13




                                                                                                                                                         PRO
                                                                 Ex
                                                                   RL
                                                                     12




                                                                                                                    W
                                                                       .26
                                                                          2




                                                                                       W                                                                                                                                                     13.5
                                                                            RL RL1 D
                                                S




                                                                                                                                                                                                                                                                                                                                                                                                                             FFL12.0
                                                                              12 2.
                                                                              Ex




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       FFL11.25
                                                                                .25 59



                                                         W


                                                                                               BA L13
                                                                                                 S E .0
                                                                                                 R
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             12
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                                                                                                  Ex
                                                             12




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                          W
                                                                                           Ex
                                                                .78




                                                                                                       RL

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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                 | | | | | | | | | | | | | | | | | |
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      10
                                                                             S




                                                                                                                                                                                                                              20
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     RL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           .50
                                                                                                                                                                                                                      RL
                                                                                                                                       |




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        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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                                                                                                                                                                                                             |   | | | | |       |                                                     20
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                                                                                                                                                                                                                             |


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                                                                                                                                                   TY B




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RL                                                                                                  WEIR L
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0                                                                                                                         EV
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.2                                                                                                                   RL 10.8 EL
                                                                                                S




                                                                                                                                                        OUN




                                                                                                                                                                                 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




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

               23 SEP 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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