Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

                                                                                                                              -
                                                                                                         NOOSA COUNCIL
                                                                                                         APPROVED PLAN
                                                                                                MCU26/0040, OPW26/0066 & RAL26/0013
                                                                                                          7 AUGUST 2026
                                                                                                                -




                                                                                                                                                                                          30mm TYP.
                                                                                                                                                             40mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  JOINT SEALANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      75mm        75mm
                                                                                                                                                                                                          GARAGE FFL                                                                                                                                                                                                                                                                                               SECOND CONCRETE POUR
                                                                                                                                                                                                                                                                                                                                                                                                                                      FIRST CONCRETE POUR       N16 TRIMMER BAR
                                                                                                                                                                                                                                                                                                                                                                    PROVIDE 25mm SAWCUT (D/4 MIN. DEPTH)
                                                                                                                                                                                                                                                                                                                                                                    WITHIN 24 HRS.
                                                                                                                                                                                                      2mm RECESS                                                                                                                                                    FILL WITH APPROVED FLEXIBBLE SEALANT.                                                                                                           MESH
                                                                                                                                                                                                                                                                                   SL72 GALVANISED MESH 850mm
                                                                                                                                                                                                                                                                                     WIDE PLACED CENTRALLY IN                                     350mm           350mm
                                                                                                                                                                                                                                                                                   SLAB. CUT EVERY SECOND BAR                                                                                                                      VISQUEEN PLASTIC                                               150mm CBR15 ROADBASE UNDER
                                                                                                                                       10mm ABLEFLEX, 12mmØ FOAM                                                                                                                                                                                                                                                                   UNDER CONCRETE
                                                                                                                                    BACKING ROD, CONTINUOUS BEAD                                                                                                                                                                                                                                                                                                                                             R16 Gr316 SS DOWELS
                                                                                                                                                                                                                                                                                                                                                                                                                                         16mm DOWEL MASTER SLEEVE TO PERIMETER OF                            16mm x 400 LONG @ 300mm CTRS
                                                                                                                                  ELECTROMETRIC SEALANT (EG. SIKA)                                                                                                                                                                                                                                                                    ROUNDABOUT. ROUND SPEED SLEEVE TO ALL OTHER
                                                                                                                                                                                                                                                                                                                                               150mm CBR15 ROADBASE UNDER
                                                                                                                                                                                                                                                                                                          VISQUEEN PLASTIC                                                                                                                                           DOWEL JOINTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         APPROVED EXPANSION JOINT FORMER.
                                                                                                                                                                                                                                                                                                          UNDER CONCRETE                                                                                                                                                                                 SLEEVE IN ON SIDE OF POUR
                                                                                                                                                              IJ         IJ                                                                                                                                                                           SJ   SJ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CJ      CJ

                                                                                                                                  TYPICAL ISOLATION JOINT DETAIL (IJ)                                                                                                                                                   CONTRACTION (SAW-CUT) JOINT - (SJ)                                                                                            CONSTRUCTION (DOWELED) JOINT - (CJ)
                                                                                                                                                                                                                                                                                                                                          AT 5m CENTRES GENERALLY                                                                                                             AT 20m CENTRES GENERALLY




                                                                                                                                                                                  50mm                                                                                                                                                                                                                                                                                                                      175mm THICK 32MPa CONCRETE
                                                                                                                                                  N16 TRIMMER BAR                                               TOPSOIL AND
                                                                                                                                                                                                                TURF TO VERGES                                                                                                                                                                                                                                                                                 SL82 MESH, 50 TOP COVER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          N12 TRIMMER TO ALL EDGES AND DJ's
                                                                                                                                                              MESH
                                                                                                                                                                                                            600mm MAX
                                                                                                                                          300mm




                                                                                                                     VISQUEEN PLASTIC                                                                                                                                                                                                                                                                                                                                                                       125mm THICK BASE
                                                                                                                     UNDER CONCRETE                                                                                                                                                                                                                                                                                                                                                                        COURSE GRAVEL TYPE
                                                                                                                                                                                600mm
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2.5
                                                                                                                                                                              200 THICK                                                                                                                                                                                                                                                                                                  GEOCOMPOSITE LAYER
                                                                                                                                                                                                                                                                                                                                                                                                                                                       VISQUEEN PLASTIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         (COMBIGRID 30/30 OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                       UNDER CONCRETE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SIMILAR UNDER SUBBASE)
                                                                                                                                                    EDGE THICKENING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONCRETE PAVEMENT DESIGN
                                                                                                                                                    AT ALL EXTERNAL EDGES (U.N.O.)
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c210 pavement jointing plan & details.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                            · FINAL PAVEMENT TO BE DETERMINED BY THE ENGINEER FOLLOWING SOIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                              TESTS BY GEOTECHNICAL ENGINEER .
                                                                                                                                                                                                                                                                                                                                                                                                                                                            · SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO RESIDENTIAL STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                              OF AUSTRALIA.
                                                                                                                                                                                                                                                                                                                                                                                                                                                            · CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL AND SERVICE
                                                                                                                                                                                                                                                                                                                                                                                                                                                              TRAFFIC LOADINGS ONLY. CONCRETE PAVEMENT HAS NOT BEEN DESIGNED
                                                                                                                                                                                                                                                                                                                                                                                                                                                              FOR CONSTRUCTION TRAFFIC LOADING.




                                                                                                                                                                                                                                                                                                                                                                                                                                   PROJECT:                                                                                                 JOB NUMBER
                                                                                           REV DATE DESCRIPTION                                        BY      CHKD                   DETAILS                                                                 SCALE                                                               APPROVED                                                                                         PROPOSED INDUSTRIAL DEVELOPMENT
                                                                                            A    27.02.26   FOR APPROVAL                                GS         DTB
                                                                                                                                                                                                                                                                                                                                                                                                     Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                     ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                                                   AT 18 TAYLOR COURT, COOROY                                                                                2576
                                                                                                                                                                              DATUM                       AHD
                                                                                            B    08.05.26   RESPONSE TO RFI                             GS         DTB
                                                                                                                                                                          DESIGN                         DTB
                                                                                                                                                                                                                                                                                                                                .................                                                    07 5443 8285                  FOR RMD CAPITAL PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                     PO Box 899
                                                                                                                                                                          DRAWN                           GS
                                                                                                                                                                                                                                                     NOT TO SCALE                                                               Engineer: TIM BURKE                                                  Maroochydore 4558             DRAWING TITLE:                                                                                  DRAWING NUMBER        REV
                                                                                                                                                                                                                                                                                                                                                                                                     [email protected]
                                                                                                                                                                          DESIGN CHECK                     TB
                                                                                                                                                                                                                                                                                                                                   (RPEQ 25245)
                                                                                                                                                                                                                                                                                                                                                                                                     barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                                                                                                   PAVEMENT JOINTING DETAILS                                                                           C211              B
                                                                                                                                                                                                                                                                                                                             DRAWING STATUS
                                                                                                                                                                          DATE                          FEB 2026        This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                 FOR APPROVAL