Approved Amended Plans OPW24/0043

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                                                                              dWM




                                                                                                                                                                                                                                                                                                                                                                    O
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                                                                                                                                                                                                                                                                                                                                            O

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          dS
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                                                          dE




                                                                                                                                                                                                                                                              O       O
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                                                                                                                                                                                                                                                  O

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
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                                                                    dTU




                                                                                                                                                                                                O
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                                                                    dOF




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                                                                                                                                                                            O       O
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                                                                                                                                                                    O
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         IMMEDIATELY.
                                                                                                                                                    O       O
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               dS
                                                             dE




                                                                                dWM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         2011.
                                                                      dTU
                                                                      dOF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
                                                              dE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        dS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE
                                                                                    dWM




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         COUNCIL GUIDELINES.
                                                                dE


                                                                          dTU
                                                                          dOF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     20.ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             dS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NOT EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY
                                                                                        dWM
                                                                    dE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         AUSTRALIAN STANDARD AS1289.6.2.
                                                                            dTU
                                                                            dOF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     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:

                                                                                                                                                                04                  22/11/24                                  RFI UPDATE                                                                                                                                                                 SM                               BW                                   BW                                                                                                                                                                                                                                                                                              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 04
Document Set ID: 23446059
Version: 1, Version Date: 10/01/2025