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27 February 2007 - Ordinary Meeting of Council (pdf. 14MB)

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<strong>Ordinary</strong> <strong>Meeting</strong> <strong>of</strong> <strong>Council</strong> - <strong>27</strong> <strong>February</strong> <strong>2007</strong> 2 / 44<br />

20 to 22 Tryon Road, Lindfield<br />

Item 2<br />

DA0826/06<br />

22 January <strong>2007</strong><br />

The vehicle access and accommodation arrangements are to be constructed in accordance<br />

with the certified plans.<br />

88. Prior to issue <strong>of</strong> the Construction Certificate and prior to commencement <strong>of</strong> any works that<br />

may be subject to erosion, the applicant must submit, for approval by the Principal Certifying<br />

Authority, a Soil and Erosion Control Plan prepared in accordance with the Landcom<br />

document “Managing Urban Stormwater – Soils and Construction, Volume 1” (2004). A<br />

qualified and experienced civil/environmental engineer shall prepare this plan in accordance<br />

with the above guidelines and section 8.2.1 <strong>of</strong> <strong>Council</strong>’s Water Management Development<br />

Control Plan 47.<br />

89. Prior to issue <strong>of</strong> the Construction Certificate the applicant must submit, for approval by the<br />

Principal Certifying Authority, scale construction plans and specifications in relation to the<br />

stormwater management and disposal system for the development. The plan(s) must include<br />

the following detail:<br />

• Exact location and reduced level <strong>of</strong> discharge point to the public drainage system.<br />

• Full layout <strong>of</strong> the property drainage system components, including but not limited to (as<br />

required) gutters, downpipes, spreaders, pits, swales, kerbs, cut-<strong>of</strong>f and intercepting<br />

drainage structures, subsoil drainage, flushing facilities and all ancillary stormwater<br />

plumbing - all designed for a 235mm/hour rainfall intensity for a duration <strong>of</strong> five (5)<br />

minutes (1:50 year storm recurrence).<br />

• Location(s), dimensions and specifications for the required rainwater storage and reuse<br />

tanks and systems. Where proprietary products are to be used, manufacturer<br />

specifications or equivalent shall be provided.<br />

• Specifications for reticulated pumping facilities (including pump type and manufacturer<br />

specifications) and ancillary plumbing to fully utilise rainwater in accordance with the<br />

Ku-ring-gai <strong>Council</strong> Development Control Plan 47 and/or BASIX commitments.<br />

• Details <strong>of</strong> the required on-site detention tanks required under Ku-ring-gai <strong>Council</strong><br />

Water Management DCP 47 including dimensions, materials, locations, orifice and<br />

discharge control pit details as required (refer chapter 6 and appendices 2, 3 and 5 <strong>of</strong><br />

DCP 47 for volume, PSD and design requirements).<br />

• Water quality measures.<br />

• The required basement stormwater pump-out system to cater for driveway run<strong>of</strong>f and<br />

subsoil drainage (refer appendix 7.1.1 <strong>of</strong> Development Control Plan 47 for design).<br />

• Stormwater pits and lines are to be located outside the deep soil landscaped area.<br />

The above construction drawings and specifications are to be prepared by a qualified and<br />

experienced civil/hydraulic engineer in accordance with <strong>Council</strong>s Water Management<br />

Development Control Plan 47, Australian Standards 3500.2 and 3500.3 - Plumbing and<br />

Drainage Code and the BCA. The plans may be generally based on the concept plans by ITM<br />

Design submitted for Development Application approval, which are to be advanced as<br />

necessary for construction issue purposes.<br />

90. The Applicant must submit carry out the following infrastructure works in the Public Road:<br />

a. Construct a new concrete footpath along the Milray Street frontage <strong>of</strong> the site;<br />

N:\0702<strong>27</strong>-OMC-PR-03642-20 TO 22 TRYON ROAD LINDF.doc/pdonnelly/44

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