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Approved Plans · OPW21/0049

Attached to the e-mail OPW21/0049 - SRA application correspondence - Referral agency response – with conditions.

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Plans and drawings: the text below has words only, no drawings.

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                             1
                    m AHD)




                                                                                                                                                       EXISTING SURFACE
                             0
                 on (




                             -1
                                                                                          1
                i




                                                                                                                                                                                                                                                                                                                                1
             evat




                             -2                                                                     5
                                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                      -3.0m AHD
            El




                             -3
                                                                                                                                                                                                                      50


                             -4
                                                   -
                                                   40




                                                                   -30                                         -30                             -20                         -10                                        0                            10                           20                              30                             40                                   50                             60
                                                                                                                                                                                                               CHAINAGE


                                                                                                                                                                                       SECTION                                 A
                                                                                                                                                                                       SCALE HORIZONTAL- 1:300
                                                                                                                                                                                       SCALE VERTICAL- 1:150
                                                                                                                                                                                                                               -

                                                                                                                                                                             TYPICAL INDICATIVE DREDGE CHANNEL SECTION




                                                                                                                                                                                                                                                                                    20
                                                                                                    2
                                                                                                                                                                                                                            +1.0m AHD

                                                                                                    1
                                                                                       m AHD)




                                                                                                    0
                                                                                                                                                                                          8
                                                                                                                                                                                      1
                                                                                                    -1
                                                                                   ion (




                                                                                                    -2
                                                                                evat
                                                                               El




                                                                                                    -3

                                                                                                    -4                                                                                                                      EXISTING SURFACE



                                                                                                    -5

                                                                                                           0                             10                         20                                         30                            40                           50                               60                            70
                                                                                                                                                                                                                          CHAINAGE
                                                                                                                                                                                                                                SECTION                       B
                                                                                                                                                                                                                                SCALE HORIZONTAL- 1:300
                                                                                                                                                                                                                                SCALE VERTICAL- 1:150
                                                                                                                                                                                                                                                              -

                                                                                                                                                                                                                       TYPICAL BEACH NOURISHMENT SECTION




                                                                                                                                                                                                                                                                                  2.0
                                                                                                                                                                                                                                                                                               +1.0m AHD
                                                                                                                                                                                                      m AHD)



                                                                                                                          2.0
                                                                                                                                   +0.5m AHD
                                                        1                                                                                                                                                       1
                                                                                                                                                                                                                                                              8
                                                                                                     8                                         8                                                                                                          1
                                          m AHD)




                                                        0                                       1                                                  1                                                            0                                                                                                           8                                                            VOLUMES
                                                                                                                                                                                                                                                                                                                                    1
                                                                                                                                                                                                   on (
                                       on (




                                                                                                                                                                                                                                                                                                                                                                                    ITEM                   VOLUME (m³)
                                                                                                                                                        EXISTING SURFACE
                                                        -1                                                                                                                                                      -1                                                                                         EXI
                                      i




                                                                                                                                                                                                                                                                                                             STI
                                                                                                                                                                                                                                                                                                               NG SURF
                                   evat




                                                                                                                                                                                                                                                                                                                      ACE
                                                                                                                                                                                                  i




                                                                                                                                                                                                                                                                                                                                                                       TYPICAL INDICATIVE DREDGE CHANNEL      80,000
                                                                                                                                                                                               evat
                                  El




                                                        -2                                                                                                                                                     -2                                                                                                                                                      DISPERSIVE SAND PLUG (WEST)            11,450
                                                                                                                                                                                              El




                                                                                                                                                                                                                                                                                                                                                                       DISPERSIVE SAND PLUG (EAST)            10,850

                                                        -3                                                                                                                                                     -3                                                                                                                                                      BEACH NOURISHMENT                      62,650

                                                                                                                                                                                                                                                                                                                                                                       FILL TOTAL                             84,950
                                                             -20         -10                                          0                                10                        20                                   -20                           -10                       0                                 10                              20
                                                                                                                  CHAINAGE                                                                                                                                                CHAINAGE
                                                                                                                                                                                                                                                                                                                                                               NOTE:
                                                                                                                                                                                                                                                                                                                                                                MINIMUM REQUIRED TYPICAL CHANNEL DIMENSIONS
                                                                                                         SECTION                   C
                                                                                                                                                                                                                                                                     SECTION                     D                                                              SHOWN. ADDITIONAL VOLUME TO ACHIEVE PLACEMENT
                                                                                                         SCALE HORIZONTAL- 1:300
                                                                                                         SCALE VERTICAL- 1:150
                                                                                                                                    -                                                                                                                                SCALE HORIZONTAL- 1:300                                                                    PROFILES TO BE SOURCED BY WIDENING OF CHANNEL.
                                                                                                                                                                                                                                                                     SCALE VERTICAL- 1:150
                                                                                                                                                                                                                                                                                                 -
                                                                         TYPICAL DISPERSIVE SAND PLUG (WEST) SECTION
                                                                                                                                                                                                                                                          TYPICAL DISPERSIVE SAND PLUG (EAST) SECTION




                                                                                                                                                                                                                                                                                                                                                      CLIENT
                                                                                                               NOTES                                                                                                                                                                                        ENGINEER      S.ROSS
                                                                                                                                                                                                                                                                                                                                                                 NOOSA SHIRE COUNCIL
                                                                                                                                                                                                                                                                                                                                                      PROJECT
                                                                                                                                                                                                                                                                                                            DRAWN         G.BEBBINGTON   14/01/2021
                                                                                                                                                                                                                                                                                                                                                                 NOOSA SPIT NOURISHMENT PROJECT
                                                                                                                                                                                                                                                                                                                                                      TITLE
                                                                                                                                                                                                                                                                                                            DRAFTING
                                                                                                                                                                                                                                                                                                            CHECK
                                                                                                                                                                                                                                                                                                                          S.MOUCHEMORE   15/01/2021              TYPICAL SECTIONS AND VOLUMES
B      29/01/21               ISSUE FOR TENDER                                             GKB                                                                                        DATUM
A      14/01/21               INITIAL ISSUE                                                GKB                                                         ISSUED FOR TENDER              VERTICAL                  AHD
                                                                                                                                                                                                                                                                                                            ENGINEERING
                                                                                                                                                                                                                                                                                                            CHECK
                                                                                                                                                                                                                                                                                                                          T.GREEN

REV    DATE                   AMENDMENT                                                    DRN          APP                                            NOT FOR CONSTRUCTION
                                                                                                                                                                                                                                                                                                                                                      DRAWING NUMBER                                                     REV
                                                                                                                                                                                                                                                                                                            APPROVED
ORIG SIZE

A3
                 ARCHIVE
                 A10342-02-03B.dgn                                                                                                                                                    HORIZONTAL                N/A                                               BebbCart                                  PROJECT MGR
                                                                                                                                                                                                                                                                                                                          M.BARNES
                                                                                                                                                                                                                                                                                                                                                                        A10342-02-03                                           A

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