P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001

2.2         Site Access
Vehicle access to the site will be provided from Bottlebrush Avenue, as shown in Figure 2-2. A single internal
driveway will service the development, providing access to the basement car park and visitor parking areas. The
driveway crossover will be designed and constructed in accordance with NSC standards and requirements.




Figure 2-2 Site Access (QLD Globe, 2025)



2.3         Earthworks
Site grading will direct surface runoff into the proposed stormwater infrastructure, which will collect all runoff and
convey it to the proposed detention tank located in the south-western portion of the site, maintaining the lawful
point of discharge.

The detention tank will provide stormwater quantity management. Additional works are proposed to optimise
stormwater conveyance from the Bottlebrush Avenue kerb and channel to the existing stormwater pit (refer to
Section 3 of the SWMP).

Cut will primarily be undertaken to achieve suitable levels for construction of the proposed development, as shown
in Figure 2-3.

Earthworks and grading are detailed on Drawing C100 within the DA/OPW Drawing set (Appendix A). An ESC Plan
will be prepared and submitted as part of this application, see C120 for Sediment and Erosion Site Stabilisation
Plan.




 17 BOTTLEBRUSH AVENUE, NOOSA HEADS
                                           7 January 2026                                                 P a g e |8
 Engineering Services Report
 Client Reference: P0433-25-001
 Prepared for Made Capital PTY LTD