ordinary meeting of council to be held on tuesday, 26 april 2005 at ...

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Ordinary Meeting <strong>of</strong> Council - 26 April 2005 1 / 48 1, 3, and 5 Lynbara Avenue and 12 Porters Lane, St Ives Item 1 1219/04 1 April 2005 Adjacent <strong>to</strong> Porters Lane site frontage #13 Araucaria heterophylla (Norfolk Is. Pine) $1 000.00 Adjacent <strong>to</strong> Lynbara Ave site frontage #63 Araucaria heterophylla (Norfolk Is. Pine) $1 000.00 Adjacent <strong>to</strong> driveway/Stanley St frontage 86 Prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate, the Applicant must consolidate the existing four Torrens lots. Evidence <strong>of</strong> lot consolidation, in the form <strong>of</strong> a plan registered with Land and Property Information, must <strong>be</strong> submitted for approval <strong>of</strong> the Principal Certifying Authority prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate. The condition is imposed <strong>to</strong> ensure a continuous structure will not <strong>be</strong> placed across separate titles. 87 Prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate the applicant shall submit, for approval by the Principal Certifying Authority (PCA), details <strong>of</strong> the proposed Vibration Moni<strong>to</strong>ring Program as specified in section 4.2 <strong>of</strong> the “Report <strong>to</strong> Mr Cameron Nelson on Geotechnical Investigation for Proposed Residential Development at 1 <strong>to</strong> 5 Lynbarra avenue and 12 Porters Lane, St Ives NSW” (project 18895VBrpt, dated 21st Oc<strong>to</strong><strong>be</strong>r 2004) prepared by Jeffery and Katauskas Consulting Engineers. This is <strong>to</strong> ensure that vibration created by the method <strong>of</strong> construction does not adversely impact surrounding property and infrastructure. A qualified and practising geotechnical engineer must prepare the Vibration Moni<strong>to</strong>ring Program and undertake all associated investigations. Details <strong>to</strong> <strong>be</strong> included in Vibration Moni<strong>to</strong>ring Program <strong>to</strong> include: a. pre-set acceptable limits for the variation <strong>of</strong>: i. settlement ii. iii deflection or movement <strong>of</strong> retaining mechanisms such as shoring and bracing and vibration in accordance with AS 2187.2 1993 Appendix J, including acceptable velocity <strong>of</strong> vibration. b. the location and type <strong>of</strong> moni<strong>to</strong>ring systems <strong>to</strong> <strong>be</strong> used c. Recommended hold points <strong>to</strong> allow for inspection and certification by a geotechnical engineer and d. A contingency plan should the pre-set acceptable limits <strong>be</strong> exceeded. 88 Prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate the applicant shall submit, for approval by the Principal Certifying Authority (PCA) (with a copy forwarded <strong>to</strong> Council) a full dilapidation report on the visible and structural condition all buildings within the ‘zone <strong>of</strong> influence’ defined as the horizontal distance from the edge <strong>of</strong> the excavation <strong>to</strong> twice the excavation depth. This requirement for a dilapidation report is specified in section 4.2 <strong>of</strong> the DA submission “Report <strong>to</strong> Mr Cameron Nelson on Geotechnical Investigation for Proposed Residential Development at 1 <strong>to</strong> 5 Lynbarra avenue and 12 Porters Lane, St Ives NSW” (project 18895VBrpt, dated 21 st Oc<strong>to</strong><strong>be</strong>r 2004) prepared by Jeffery and Katauskas Consulting Engineers. The report must <strong>be</strong> completed by a consulting structural/geotechnical engineer as determined necessary by that pr<strong>of</strong>essional. A second dilapidation report, recording structural conditions <strong>of</strong> all structures originally assessed prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate, must <strong>be</strong> carried out at the completion <strong>of</strong> the works and <strong>be</strong> submitted <strong>to</strong> Council. N:\050426-OMC-PR-03117-1 3 AND 5 LYNBARA AVENUE.doc/ssegall/48
Ordinary Meeting <strong>of</strong> Council - 26 April 2005 1 / 49 1, 3, and 5 Lynbara Avenue and 12 Porters Lane, St Ives Item 1 1219/04 1 April 2005 89. Prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate, the Applicant must submit engineering plans for the following works in the Road Reserve. Construction <strong>of</strong> a fully new concrete footpath, 1.2 metres wide, over the full site frontage in Porters Lane and Lynbara Ave. Development Consent under the EP&A Act does NOT give approval <strong>to</strong> these works on Council property. THE APPLICANT MUST OBTAIN A SEPARATE APPROVAL UNDER SECTION 138 AND 139 OF THE ROADS ACT 1993 for the works in the Public Road, required by this condition. The Construction Certificate must not <strong>be</strong> issued, and these works must not proceed, until Council has issued a formal written consent under the Roads Act 1993. To obtain consent under the Roads Act 1993 for the infrastructure works on Council property, full engineering drawings (plans, sections and elevations) and specifications for the infrastructure works are <strong>to</strong> <strong>be</strong> prepared by a suitably qualified and experienced consulting civil engineer. These must <strong>be</strong> submitted and approved by Council prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate. Construction <strong>of</strong> the works must proceed in accordance with any conditions attached <strong>to</strong> the Council Roads Act 1993 approval. All works are <strong>to</strong> <strong>be</strong> designed in accordance with Council’s “Specification for Road and Drainage Works”. In addition, the drawings must detail existing services and trees affected by the works, erosion control requirements and traffic management requirements during the course <strong>of</strong> works. Traffic management is <strong>to</strong> <strong>be</strong> certified on the drawings as <strong>be</strong>ing in accordance with the documents SAA HB81.1 – 1996 – Field Guide for Traffic Control at Works on Roads – Part 1 and RTA Traffic Control at Work Sites (1998). A minimum <strong>of</strong> three (3) weeks will <strong>be</strong> required for assessment <strong>of</strong> Roads Act submissions. Early submission is highly recommended <strong>to</strong> avoid delays in obtaining a Construction Certificate. An engineering assessment fee (set out in Council’s adopted fees and charges) is payable and Council will withhold any consent and approved plans until full payment <strong>of</strong> the correct fees. Plans and specifications must <strong>be</strong> marked <strong>to</strong> the attention <strong>of</strong> Council’s Development Engineers. In addition, a copy <strong>of</strong> this condition must <strong>be</strong> provided, <strong>to</strong>gether with a covering letter stating the full address <strong>of</strong> the property and the accompanying DA num<strong>be</strong>r. 90. Prior <strong>to</strong> issue <strong>of</strong> the Construction Certificate, footpath and driveway levels for the required driveway crossings <strong>be</strong>tween the property boundary and road alignment must <strong>be</strong> obtained from Council. Such levels are only able <strong>to</strong> <strong>be</strong> issued by Council under the Roads Act 1993. All footpath crossings, laybacks and driveways are <strong>to</strong> <strong>be</strong> constructed according <strong>to</strong> Council's specifications "Construction <strong>of</strong> Gutter Crossings and Footpath Crossings" or as specified by Council. These are issued with alignment levels after completing the necessary application form at Cus<strong>to</strong>mer Services and payment <strong>of</strong> the adopted fee. The grading <strong>of</strong> such footpaths or driveways outside the property shall comply with Council's standard requirements. The suitability <strong>of</strong> the grade <strong>of</strong> such paths or driveways inside the property is the sole responsibility <strong>of</strong> the applicant and the alignment levels fixed by Council N:\050426-OMC-PR-03117-1 3 AND 5 LYNBARA AVENUE.doc/ssegall/49
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ORDINARY MEETING OF COUNCIL TO BE H
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Owner: C A Building Pty Ltd To dete
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To consider a request by the Applic
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Section 69 of the
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Ku-ring-gai Council Draft Managemen
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endangered ecologically communities
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challenge - securing Sydney’s wat
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Most of the urban
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Programme Biodiversity Sub
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Table 8 Proposed walking track site
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ushland. o Community Partnerships C
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programme that allows for planned r
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effectively service our community.
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Principal Repayments New Loans Take
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Sportsgrounds Works $6,500,000 Aqua
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(vi) 8A NET 2005/2006 NOTIONAL GENE
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TOTAL $ *NB: Each element o
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