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Engineering Plans

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

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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
                                                                                                                                   18.
                                                                                                                                          17.
                                                                                                                                                     16.
                                                                                                                                                                15.
                                                                                                                                                                      14.
                                                                                                           STAIRS UP                                                    13.
                                                                                                        TO GROUND FLOOR

                                                                                                                                                                            12.
                                                                                                   1.
                                                                                                                                                                        11.
                                                                                                        2.
                                                                                                             3.                                                   10.
                                                                                                                   4.                                      9.
                                                                                                                        5.                      8.
                                                                                                                              6.     7.




                                                                                                                  -0.5 -0.65



                                                                                   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
        1.97
                                     1.99
                                                               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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