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00157ADA.001
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NOOSA COUNCIL IDAS Development Application Decision Notice 5 of 11
Car Parking
22. Carparking shall be provided within the site generally as shown on the drawing titled Floor Plans Sheet 2
of 3 dated 14/2/07 by Southern Cross Design and Drafting, except as modified herein.
23. A minimum of 3 carpark spaces (2 of which are to be covered) shall be provided for each duplex dwelling
on site.
24. The carparking area shall be designed to comply with the provisions of AS/NZS 2890.1-2004 for user
class 1A with allowance for vehicles to enter and leave the site in a forward gear and with a minimum
head clearance (headroom) at any point of 2.2m.
25. The hardwood vehicle access deck shall be clearly sign posted to indicate that the area is a “Turning Area
Only” and that “No Parking is Permitted”. The type and location of the signage shall be clearly shown on
plans submitted for Operational Works approval.
26. All carparking shall be kept and maintained in a condition fit for use.
Frontage Works
27. Footpath improvements such as topsoiling, grassing, and tree planting are required to the Grant Street
frontage of the site in accordance with Planning Scheme Policy PSP03 Landscaping Plants & Guidelines.
Grass shall be couch, free of weeds.
28. A contribution of $2,420 towards the construction of footpaths in the Grant Street local area shall be paid
to Council prior to obtaining a Development Permit for Operational Works. This amount will be subject to
variations in the Consumer Price Index, All Groups Brisbane from March 2007 until the date of payment.
29. All redundant vehicular crossings to the site shall be removed and replaced by kerb & channel, footpath
paving and landscaping such as trees and grasses in accordance with Council’s Standard specifications
prior to commencement of the use permitted by this permit.
Roof Water & Stormwater Drainage
30. Roof runoff from any new dwelling shall be directed to a rainwater storage system or tank (minimum
storage 5000 litres per dwelling/unit) that is installed to ensure water from the tank is used for external
uses (such as watering gardens, irrigation, ornamental ponds, water features, topping-up swimming pools,
outdoor cleaning, etc) and for use in flushing of toilets internal to the dwelling. All rainwater tanks are to
be designed and installed in accordance with the Queensland Development Code (QDC), Part 25 –
Rainwater Tanks, and shall be part of the plumbing application in conjunction with the building approval.
The location and capacity of the tanks shall be clearly shown on the plans submitted for Building Works /
Operational Works approval and any overflow shall be directed to the stormwater drainage system.
31. All stormwater drainage (including roof water overflow from the rainwater storage system) shall be
collected and discharged so there is no net increase in stormwater runoff from the site. Stormwater
drainage permitted to drain from the site shall be discharged to Council’s existing drainage structures at
the rear of the site.
32. All site stormwater drainage shall be by means of a gravity system.
Sewer Mains
33. The site shall be connected to Council’s existing sewerage reticulation systems and be constructed in
accordance with Council’s standards and requirements at no cost to Council.
Town Water Supply
34. The site shall be connected to Council’s existing town water supply and be constructed in accordance with
Council’s standards and requirements at no cost to Council.
35. Each individual water connection to the water reticulation system shall extend to the property boundary
and be metered. All fees for the supply of water meters shall be paid to the Council.
36. All water meters must be located outside the property boundary and in an easily assessable location to
facilitate unhindered reading by Council and/or Council’s contracted water meter readers, and not behind
fences or locked gates. In this regard approval of the water meter configuration and location must be
obtained from Council’s Water & Sewerage Capital Works Manager prior to lodgement and approval of
hydraulic drawings.
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