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Earthworks proposal plan
Attached to the e-mail Operational Works Application OPW21/0213 - 21 Nannygai Street Noosaville (Lot 54 on RP76937).
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Log in to see the plans as drawnPROPOSED BULK EARTHWORKS AT 21 NANNYGAI STREET, NOOSAVILLE 4566 (LOT 54 RP76937) General Notes G1. All works and materials shall be in accordance with current local authority & council policies/plans, specifications, standard drawings, Loading L1. Load combinations have be calculated in accordance with AS/NZS 1170.0. National Code of Construction (NCC) and relevant Australian L2. The following structure has been designed with the use of the following Standards. design loads: IMPOSED (LIVE) LOADS G2. These drawings are to be read in conjunction with any architectural GARAGE / CARPORT 2.5 kPa plans, any related consultants drawings/specifications and any STAIRS 3.0 kPa DRAWING INDEX written instructions that may be issued during the course of the work. Any discrepancies are to be reported immediately. G3. All drawings contained within are not to be scaled off and the DECKS FLOORS ROOFS 3.0 kPa 1.5 kPa 0.25 kPa L3. Wind speed for residential jobs are in accordance with No. TITLE ISSUE engineer takes no responsibility for any such action. AS 4055 and is determined to be for this site: N/A G4. All dimension setting out and off-site work shall be verified on site by 1 NOTES - SHEET 1 A 112 the contractor before construction and fabrication is commenced. 2 NOTES - SHEET 2 A G5. Stability of the building during construction, including additional Concrete & Reinforcement propping & bracing & excavation in the vicinity of neighboring 3 SITE EARTHWORKS PLAN A buildings, is the responsibility of the builder. Approval of all CR1. All residential slabs & footings to be in accordance with AS2870 proposals must be granted in writing prior to commencement of CR2. All reinforcing to be in accordance with AS4671. 4 SITE CROSS SECTIONS A work. CR3. Formwork to be in accordance with AS3610. 5 TYPICAL RETAINING WALL DETAILS G6. The contractor shall by means of props and shoring, if necessary, A maintain the structure in a stable condition at all times, ensuring no CR4. Reinforcing laps to be, unless noted otherwise: part shall be over-stressed during construction. N12 - 500 N16 - 700 N20 - 800 G7. Where a demolition report has been provided, procedures are to be Slab on ground: 220mm (2 cross wires + 20mm) followed strictly. Suspended slab and panels: 420mm (3 cross wires + 20mm) G8. To comply with the NCC and achieve building approval, certain CR5. All starter bars to be tied in place prior to engineer's inspection. N inspections will be required (dependant on the work completed): CR6. Splices in reinforcement are not permitted Footings - Reinforcement inspection (prior to concrete pour) -N Slab - Reinforcement inspection (prior to concrete pour) Frame - Framing, Bracing and Tie Down inspection CR7. Reinforcement is denoted by the following symbols: R - plain round bar. N - normal ductility steel AN (prior to plaster and weatherboard installation) L - low ductility steel SL - low ductility welded wire fabric NY Steelwork - Steel inspection (prior to being covered) CR8. Reinforcement is shown diagrammatically and not necessarily in Retaining walls - Reinforcement inspection (prior to concrete pour) true projection. G G9. Location and level of existing services and structures where shown, CR9. Displace reinforcement as necessary, or provide lapped bar to AI have been plotted from available records and is indicative only. The each side of penetration. contractor shall accurately locate all services on site prior to CR10. Welding of reinforcement is not permitted. commencing works and shall protect all existing services during CR11. Sizes of concrete elements do not include thickness of applied ST construction. Any damage to existing services shall be repaired at finishes. the contractors expense. CR12. No holes, chases or embedment of pipes other than those shown RE G10. All works shall comply with the workplace health and safety act. on the structural drawings shall be made in concrete members G11. Fire ant control is the responsibility of the contractor and he/she without prior approval by the engineer. ET must have appropriate DPI/DNR certification. G12. These notes have been provided to supplement the drawings with CR13. Concrete additives shall not be used without the approval of the engineer. - regards to standard of construction and materials. Not all notes are necessarily relevant to all drawings. CR14. Concrete Quality U.N.O. Slump 80mm Max. Agg size20mm G13. Min. Epoxy anchors to be U.N.O. M12 galvanised threaded rod+nut PIERS N20 PROPOSED with Ramset Chemset REO502. 35mm min. edge distance. FOOTINGS N20 SITE WORKS. Substrate <120 75mm min. embedment. CR2.5 Concrete Covers U.N.O. Substrate >120mm 110mm min. embedment PIERS 65mm Alternatives to be submitted to Northside Engineering for approval. FOOTINGS 40mm SITE LOCATION IMAGENOT TO SCALE JESS B GABRILAITIS RPEQ 23224 COPYRIGHT - The plans, CLIENT PROJECT TITLE designs and information contained in this document ONE PROPERTY PROPOSED NOTES - SHEET 1 are the copyright of Northside Engineering Pty Ltd. Use or copying of the DEVELOPMENT BULK EARTHWORKS LOCATION document in whole or in 19/07/21 ISSUE FOR APPROVAL A UNIT 7, LEVEL 1 21 NANNYGAI STREET, NOOSAVILLE 4566 part without the written 87 WEBSTER ROAD permission of Northside 12/07/21 PRELIMINARY ISSUE FOR COMMENT STAFFORD QLD 4053 DESIGN DRAWN CHECKED SCALE SHEET JOB NUMBER SHEET OF ISSUE 04235-BE P1 Engineering constitutes an infringement of copyright. DATE DESCRIPTION ISSUE PH. 07 3053 3183 E. [email protected] DR/TZ DR TZ NTS A3 1 5 A
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