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The first. The best. The only NoosaWatch™.

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20230025 Gympie Terrace MCU drawings 240605

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                                                  PROPOSED
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                                                                                                                                                                                                                                                                                                                                                                                         6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           LEGEND:
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         /
                                                  LANDSCAPING




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                                                                                                                      dTU




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E




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                                                                                                                                                                                                                                                                                                                                                                                     0.50                                                                                                                                                                   /                   /               /               /       /       /       /           /       /           /       /       /           /           /           /           /        /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Stay Pole




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               1.50
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                                                                                                                                                                                                                                                                                                                                                                             RAMP                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED MAJOR CONTOURS




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        7.8m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        dS
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                                                                                                                dD




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 6.2
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED MINOR CONTOURS
                                                                                                                          dWM




                                        dE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0
                                                                                                                      dTU




                                                                                                                                                                                                                                                                                                                                                                                         1.00




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 2.0
                                                  dE
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED BUILDING
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                                                                          dE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              2.5
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING POWER POLE STAY TO
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                                                                                           dE
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                                                                                                     dE                                                                                                                                                                                                                                                                                                                                      /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BE RELOCATED
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED RETAINING WALL
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                                                                                                                dE




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                                                                               THOMAS ST




                                                                                                                                                                                                                                                                                                                                                                                     1.50




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED STORMWATER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           AY                                                                                                                                                                                                                                                                                                          PROPOSED VEHICLE CROSSOVER
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        4 B .6m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TO BE CONSTRUCTED IN
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SUB
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          @                                                                                                                                                                                                                                                                                                            ACCORDANCE WITH IPWEAQ
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STATION
                                                                                                                                                                                                                                                                                                                                                                                                     2.00                                                                                                                                                                                                                                                                                       /




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         dTU
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        STAIRS                                                                                                                         STANDARD DRAWING RS-051                                                                                       PROPOSED CONCRETE PATH / SLAB




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AY




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                                                                                                                          dWM
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     1 B .5m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        3                                                                                                                                                                                                                                                   /
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       PROPOSED KERB AND CHANNEL                                                                                     PROPOSED CONCRETE DRIVEWAY
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      @
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        dS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TYPE B1 AS PER NOOSA SHIRE
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                                                                                                                                                                                                                                                                                                           /   /    /       /    /   /
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       STANDARD DRAWING RS-080




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            dD
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED LANDSCAPING / TURF




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    m
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2.6
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                                                                                                                      dTU




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        @
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                YS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     PROPOSED BIORETENTION BASIN
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                                         PROPOSED RAMP AND FOOTPATH                                                                                                                                                                                                                                                                                                                                                                                                                                         A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         9B
                                                                                                                            66
                                                                                                               dD




                                                                                                                                                                                                                                                                                                       
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