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RFI - Attachment 3 - Stormwater Management Plan
Original PDF page 34, section 3. The text section number identifies this passage in the reader.
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AUTHORITY STANDARDWW DRAWINGS AND SPECIFICATIONS. FOOTPATHS
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TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD
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WW
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00 CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
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CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND
REPLACING AT THEIR COST.
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16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
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ACCORDANCE 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
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SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE
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SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS
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TIE INTO EXISTING
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DRIVEWAY ACCESS IDENTIFIED IN THESE PLANS IMMEDIATELY.
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18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH
THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND
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SAFETY ACT 2011.
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19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
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CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE
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FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE
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FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
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20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM
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THICK BUT NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED
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TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS
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DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
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AS1289.6.2.
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21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE
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WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS See the original
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