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Negotiated Decision Notice - MCU24 0125, OPW24 158 & RAL24 0021 (As Published) · MCU24/0125
Site Access and Driveways
38. A sealed access driveway must be provided from Eumundi Noosa Road to all parking and
manoeuvring areas of the development. The works must be undertaken in accordance with
the conditions of this approval, be generally in accordance with TOD Consulting’s Roadworks
and Stormwater Layout Plan (24572-C030, Rev. B) dated 30 April 2025 and must include in
particular:
a. a driveway crossover in accordance with RS-051.
Car Parking
39. A minimum of 34 car parking spaces must be provided and marked on the site. The works
must be undertaken in accordance with the conditions of this approval, be generally in
accordance with TOD Consulting’s Roadworks and Stormwater Layout Plan (24572-C030,
Rev. B) dated 30 April 2025 and must include in particular:
a. 4 visitor parking spaces within the total, which are clearly marked for that purpose and
accessible at all times for visitor use;
b. dimensions, crossfalls and gradients in accordance with Australian Standard AS2890:
Parking Facilities.
40. All car parking areas and access driveways must be maintained exclusively for vehicle
parking and manoeuvring and kept in a tidy and safe condition at all times.
Pedestrian and Bicycle Facilities
41. Pedestrian and bicycle facilities must be provided for the development. The works must be
undertaken in accordance with the condition of this approval, be generally in accordance with
TOD Consulting’s Roadworks and Stormwater Layout Plan (24572-C030, Rev. B) dated 30
April 2025 and must include in particular:
a. a 2.0 metre wide concrete footpath within the road verge for the entire length of the
site’s frontage to Eumundi Noosa Road.
Stormwater Drainage
42. The site must be provided with a stormwater drainage system connecting to a lawful point of
discharge. The works must be undertaken in accordance with the conditions of this approval,
be generally in accordance with the Approved Plans and the Queensland Urban Drainage
Manual.
43. Prior to Council attending the prestart meeting, submit and have approved by Council, an
amended revision of Engeny’s Stormwater Management Plan (BBNE00529_0002_0001-
REP-001-2) to include the following amendments:
a. provide clarification on Section 4.1 with respect to the modelling of the proposed
detention tank within the townhouse site and gap flows that do not report to the existing
detention basin.
b. provide clarification and justification on what climate change assumptions have been
adopted in Sections 4.2 and 4.3 and provide an amended non-worsening assessment
based on like-for-like scenarios, with respect to climate change assumptions, based on
the 1% AEP (2100) event.
c. provide justification on how the gap flows in Section 4.3 have been calculated (for the
total 1% AEP flow), if the calculations are based on WBNM modelling or TOD
Consulting’s stormwater calculations, and how the resulting flow reports in Starboard
Avenue during the 1% AEP event.
Page 8 of 34
Document Set ID: 24095782
Version: 12, Version Date: 05/09/2025
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