Council archive · source document
Approved Amended Plans OPW24/0043
Plans and drawings: the text below has words only, no drawings.
Original PDF page 5, section 3. The text section number identifies this passage in the reader.
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14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
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ELM STR
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MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
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AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY
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NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
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ALL ROOFWATER TO CONNECT INTO ONSITE DETENTION
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15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
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TANK. ALL GUTTERS, DOWNPIPES AND ROOWFATER TO BE
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DESIGNED TO CATER FOR 1% AEP STORM EVENT. REFER TO ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY
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HYDRAULIC CONSULTANT DRAWINGS FOR FURTHER DETAILS
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STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED
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WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED
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2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY
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REMOVING AND REPLACING AT THEIR COST.
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16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE
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WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
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17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
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