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SUPERSEDED Minor Change Existing Approval MCU21/0117 01 & OPPW21/0199.01 · MCU21/0117.01
e. Removal of the existing property access to 5 Pearl St and reinstatement of the kerb, footpath and verge area to match the balance of the site frontage and proposed works, including the provision of topsoil and turf where the existing verge is grassed. Site Access and Driveways 31. A sealed access driveway must be provided from Pearl Street to all parking and manoeuvring areas of the development. The works must include in particular: a. A driveway crossover generally in accordance with Councils standard drawing RS-051 and approved plan 23098 / SK10 Rev G as prepared by Morgan Consulting Engineers. Car Parking 32. A minimum of 20 car parking spaces must be provided and marked on the site. The works must include in particular: a. 14 covered parking spaces within the total; b. Four visitor parking spaces within the total, which are clearly marked for that purpose and accessible at all times for visitor use; and c. Dimensions, crossfalls and gradients in accordance with Australian Standard AS2890: Parking Facilities. Pedestrian and Bicycle Facilities 33. Pedestrian and bicycle facilities must be provided for the development. The works must include in particular: a. A 2.0 metre wide footpath within the road verge for the entire length of the site’s frontage on Pearl Street. Stormwater Drainage 34. The site must be provided with a stormwater drainage system connecting to a lawful point of discharge and be in accordance with the Queensland Urban Drainage Manual (QUDM). The works must be undertaken in accordance with an Operational Works approval and include in particular: a. The works generally as shown on concept plan 23098/SK10 Revision G as prepared by Morgan Consulting Engineers, b. Collection and lawful discharge of stormwater to ensure that adjoining properties, reserves and roads are protected from ponding or actionable nuisance from stormwater as a result of any works undertaken. c. the site stormwater system is to accommodate stormwater from Lot 1 RP153798 external to the site, including registration of drainage easements over the site drainage system in favour of Lot 1 RP153798 d. the use of gravity stormwater drainage and not surcharge pits 35. A stormwater quality treatment system must be provided for the development. The works must be undertaken in accordance with the Bioretention Technical Design Guidelines (Water by Design, 2012), and must include in particular stormwater quality treatment devices of a size and location generally in accordance with those shown in cross sections shown on concept plan 23098/SK10 Revision G as prepared by Morgan Consulting Engineers. 36. All stormwater quality treatment devices must be maintained in accordance with the Water by Design (2009) Maintaining Vegetated Stormwater Assets (Version 1). The approved Operational Works drawings for the stormwater quality treatment system and detailed life cycle costing of the system must be attached as an addendum to this document. Records of all maintenance activities undertaken must be kept and made available to Council upon request. Page 7 of 31 Document Set ID: 23112081 Version: 5, Version Date: 17/07/2024
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SUPERSEDED Minor Change Existing Approval MCU21/0117 01 & OPPW21/0199.01Related documentApplication case desk ↗
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