20220206 Elm St OPW RFI Civil Drawings

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                                                   dE




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




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                                                             dOF




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  IMMEDIATELY.
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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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           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