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20220206 48 Elm St SWMP
Original PDF page 27, section 4. The text section number identifies this passage in the reader.
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TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
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IMMEDIATELY.
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18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
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REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT
2011.
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19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
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INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
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THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
COUNCIL GUIDELINES.
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20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT
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NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY
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OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
AUSTRALIAN STANDARD AS1289.6.2.
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dS 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
22.INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS)
N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER
TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND
TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS
SPECIFICATION.
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED COMMERCIAL DEVELOPMENT
IRONBARK SMSF PTY LTD TITLE: STATUS:
48 ELM STREET STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707 03
02
28/06/24
25/05/23
RFI UPDATE
RFI UPDATE
JB
BP
AB
BP
AB
BP COOROY, 4570, QLD PLAN CONSTRUCTION
75 NOOSA DRIVE JB
01 09/02/23 OPW ISSUE BP JB SCALE:
NOOSA HEADS, QLD 4567
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220206 A1 03
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