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Recor Engineering Plans as submitted with Further Advice response

of 34

Original PDF page 18, section 1. The text section number identifies this passage in the reader.

                                                          RECUT A 6mm WIDE x 20mm
                                                          DEEP JOINT & PROVIDE A                                                                                                                                   FULL HEIGHT 10mm THICK ABLEFLEX                                                    PROVIDE DOWEL WITH SLEEVE ON ONE
                                                          BACKING ROD + JOINT SEALANT                                                                                                                              WITH PULL AWAY STRIP AT TOP                                                        END INSTALLED TO MANUFACTURERS
                                                          OR SIMILAR APPROVED                                                                                                                                                                                                                         SPECIFICATION. REFER TO 'DOWEL
                                                                                                                                                                                                                                                                                                      SCHEDULE FOR EXTERNAL PAVEMENT
                                                                                                                                                                                                                   TERMINATE REINFORCING FABRIC                                                       DOWEL JOINTS' FOR DOWEL OPTIONS
                                                                                                                                                                                                                   MESH 50mm BEFORE JOINT.

                                                                                            TERMINATE REINFORCING FABRIC
                                                                                            MESH 50mm BEFORE JOINT.



                                                                                            PROVIDE DOWEL (OPTIONAL IN
                                                                                            FOOTPATHS) WITH SLEEVE ON ONE
                                                                                            END INSTALLED TO MANUFACTURERS
                                                                                            SPECIFICATION. REFER TO 'DOWEL
                                                                                            SCHEDULE FOR EXTERNAL PAVEMENT
                                                                                            DOWEL JOINTS' FOR DOWEL OPTIONS
                                       CONCRETE SAWCUT JOINT                                                                                                                                                                                             CONCRETE EXPANSION JOINT
                                                   SCALE 1:5                                                                                                                                                                                                                        SCALE 1:5




                                                                                                                                                                                                                                                                                                     INSTALL CONNELLY KEY JOINT
                                                                                                                                                                                                                                                                                                     EXPANSION JOINT EXJ125 AS PER
                                                                                                                                                                                                                                                                                                     MANUFACTURES SPECIFICATIONS
                                                                                                                                                                                                                                                                                                     OR APPROVED EQUIVALENT
                                                                                                                                                                                                         R12 GALVANISED DOWEL,
                                                                                                                                                                                                         450mm LONG
                                                                                                                                                                                                         SL 72 MESH                                                                                                         WADDING
                 100mm THICK 25 MPa                          SL72 FABRIC                                                                                                                                                                                                     50
                 CONCRETE                                    35mm TOP COVER
                                                                                                        100




                                                                                                                                                                                                   COMBINATION                                FOAM/MASTIC                                                               PLASTIC SLEEVE
                                                                                                                                                                                                   BAR CHAIR
                                            FOOTPATH PAVEMENT DETAIL                          50mm SAND BED                                                                                                                                          FOOTPATH KEY JOINT DETAIL
                                                          SCALE 1:5                                                                                                                                                                                                            SCALE 1:5




                                  N32 CONCRETE                            SL92 MESH 50mm TOP COVER                                                                                          NEW PAVEMENT                                     EXISTING PAVEMENT
                                  150mm THICK SLAB
                                                                                                                                                                                                                                                                                       SAW CUT 25mm MIN. DEEP
                                                                                                                                                                                                                                    0.15m         0.15m         0.15m
                                                                                                                                                                                      ASPHALT                                                                                           EXISTING SURFACE
                                                                                                                                                                                                                                                                 MIN
                                                                                                                            150




                                                                                                                                                                                                                    BASE                                                      250mm WIDE STRESS ABSORBING MEMBRANE



                                                                                                                                                                                                           UPPER SUBBASE                                                 EDGE OF CUT BACK
                                                                                                                                                                                                                                                                                                                                                            DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
                                                                                                                            150




                                                                                                                                                                                                                                                                                                                                                   OPTION                       DOWEL                    CENTRES                PRODUCT OPTIONS
                                                                                                                                                                                                          LOWER
                                                                                                                                                                                                         SUBBASE                                                                                                                                     1                  150x150x6mm THK PL.               600mm                       PEIKKO
                                                                                                                                                                                                                                                                                                                                                     2                 S20x400 LONG SQUARE                600mm               DANLEY / LESA OR EQUIV
                                                                                                                                                                                                                                                                                                                                                     3                     10x75x150 LONG PL.             600mm                     LESA HI MOVE
                                                                                                                                                                     EARTHWORKS TO SUBGRADE
                                                                                                              150mm THICK COMPACTED                                                                                                                                                                                                                  4              110x110x10 DIAMOND DOWEL              500mm               DANLEY / LESA / PEIKKO
                                                             DRIVEWAY PAVEMENT DETAIL                         SUB-BASE GRAVEL (CBR 15)
                                                                         SCALE 1:5                                                                                                                             PAVEMENT JOINT DETAIL
                                                                                                                                                                                                                                     SCALE 1:10




                                                                                                                                                                                                                                                                                                                                                                                                   0.1      0           0.1         0.2
NOT FOR CONSTRUCTION                                                                                                                                                                                                                                                                                                                                                                       SCALE
                                                                                                                                                                                                                                                                                                                                                                                                         1 : 5 (FULL SIZE)
                                                                                                                                                                                                                                                                                                                                                                                                                                          (metres)

----      ----       ----                                                     ----   ----      North Point    Approved                                                                                                                                                                                                  Project Address                     Title

----      ----       ----                                                     ----   ----
                                                                                                              EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                        45 MAPLE ST, COOROY AND 9 MYALL PAVEMENT DETAILS
                                                                                                   N
----      ----       ----                                                     ----   ----                     31423     06/08/2026                                                                                                                                                                                      ST COOROY
----      ----       ----                                                     ----   ----                     For and on behalf of RECOR Pty Ltd.

 C     06/08/2026 ISSUED FOR OPERATIONAL WORKS                                CS     EW                       Scale                                                                                                   ENGINEERING & PROJECT SERVICES                                                                    Client Details                      Project Name                                                                               Sheet Size
                                                                                                                                                                                                                         SUNSHINE COAST | BRISBANE
 B     15/06/2026 ISSUED FOR APPROVAL - ARCHITECTURAL UPDATE                  CS     EW                                                             NTS                                                                 www.recor.au | ABN 89 647 469 707                                                               MYALL RISE PTY LTD                  COOROY SOCIAL HOUSING                                                                         A1
 A     17/04/2026 ISSUED FOR OWP APPROVAL                                     CS     EW                                                                                            COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's                                                      Project Number                                         Drawing Number                       Revision
                                                                                                                                                                                   client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as

Rev     Date                          Revision Description                Drawn Check                                                DO NOT SCALE, IF IN DOUBT ASK                                                       'Issued For Construction' in the revision description.                                                                             P0478-26-001                                           C049                                   C

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