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SCG 33157 - CD Issue 4 - 20.05.2024

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                                                                                                                   CANAL                           TIMBER
                                                                                                                                                   JETTY




                                                                                                                                      CONCRETE
                                                                                                                                      BOLLARDS

                                                                                                           N O O S A                 R I V E R
                                                                                                                                    0.50
                                                     0.50                                                                   0.75
                                                        0.75                                                               1.00
                                                           1.00                                                           1.25
                                                            1.25                                                                                                                                                          0.500.49
                                             TOP                                                                       1.50 OF                                                                           CONCRETE




                                                                                                                                                                                                                                           L
                                                                                                                                                                                                                                        AL
                                                                                                                                                                                  BANK                   RAMP
                                                                                                                                                                      1.5




                                                                                                                                                                                                                                      W
                                                                              0                                                                        EXISTING
                                                                                                                                                                          0                                          0.75




                                                                                                                                                                                                                                   CK
                                                                           1.5                                                                                                236°19'




                                                                                                                                                                                                                                 RO
                                                                                                                                                       CONCRETE
                         1.38 2.22                                                                   230°48'                                           RETAINER                6.212                          1.0




                                                                                                                                                                                                                              NG
                                                                                                     26.234                                1.60
                                                                                                                                                                                                STEPS               0




                                                                                                                                                                                                                            TI
                                                                                                                                                              1.96                                                1.04




                                                                                                                                                                                                                          IS
                                                                                                                                                                                                       1.2




                           WALL
                                                                                                                                                                                1.74




                                                                                                                                                                                                                         EX
                                                                                                                                     1.19
                                                                                                                                  1.17       2.20 2.20                                                    5
                                                                           TIMBER                                                       2.22           PAVERS                            2.19
                                                                                                                                                                                                2.72
                                                                                                                                                                     EXISTING                          2.95




                                                                                                                                                                                                                L
                                                                           DECK                                                                5




                                                                                                                                                                                                              AL
                                                                                                                                           2.2                       CONCRETE




                                                                                                                                                                                                              W
                                                                                                           PATIO                                                                       2.22
                                                                                                                                                                     RETAINER
                                                                                                                                                                                              2.81




                                                                                                                    RESIDENTIAL
                                                                                                                   DEVELOPMENT




                                                                                           2.80




                                                                                                                             NG
                                                                                          2.70




                                                                                                                             TI
                                                                                                                           57
                                                                                                                          IS
                                                                                2.26
                                                                                                                        2.



                                                                                                                2.24
                                                                                                                       EX


                                                                        2.25
                                                                                                               2. 23
                                                                                                                 24




                                                                2.23
                                                                                                                2.




                                                            2.22
                           EXISTING




                                                                                                            2.23
                                                    2.20                                                     2.30
                                                2.19

                         2.28
                                      2.17           2.20     2.19
                                                                                                    2.22
                                                                                                            2.23
                                                                                                  2.10      2.09
                                                                         2.18      2.07
                                                                       2.18
                                                       2.15
                                                                                                                                                                                                                                                                 Issue:
                                        2.13                    2.02
            2.11
                                             1.99
            1.97
                                                                       MOSSMAN
                                                                        COURT                                                                                                                                                                                                             Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                          Noosa Heads
                                                                                                                                                                                                                                                                                          Ph (07) 5455 5604




                                                                                                                                                                                                                                                                 DEBUILD T/A
                                                                                                                                                                                                                                                                                          email:[email protected]
                                                                                                                                                                                                                                                                                          web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                          ABN 40 098 481 899




                                                                                                                                                                                                                                                                     Title:




                                                                                                                                                                                                                                                                    Project

PLUMBING ARTICULATION:



                                                                                                                                                                                                                                                                    Date:       Drawn                Design

                                                                                                                                                                                                                                                                     Checked:   Drg No.                        Rev.




                                                                                                                                                                                                                                               Rev. - 10.06.16
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