CHANGE - Engineering Plans

                                                                                    CARPARK                                                                                                                               6.20m

                                                                                                                                                                3.10m                                                                                                              3.10m




                                                                                                                                                                                                                            CL


                                                                                          5.0% MAX                                                      VARIES                                                                                                                       VARIES
                                                                                                                                                    0.5%-5.0% MAX.                                                                                                               0.5%-5.0% MAX.




                                                                                                                                                                                                                                  0.6m
                                                                                                                                                                                                                                  MIN
                                                                                                                                                                                                                                                           STORMWATER INLET PIT                                             PAVEMENT DETAIL
                                                                                                                                                                                                                                                           & DRAINAGE SYSTEM                                                - N32 CONCRETE 150mm THICK
                                                                                                                                                                                                                                                                                                                            SL92 MESH 50 mm TOP COVER
                                                                                                                                                                                                                                                                                                                            - 150 THICK COMPACTED
                                                                                                                                                                                                                                                                                                                            SUB-BASE GRAVEL (CBR 15)
                                                                                                                                                                                     TYPICAL CROSS SECTION
                                                                                                                                                                         (CH 0.000 - CH 50.000 AND CH 61.000 - CH 82.590)
                                                                                                                                                                                                                      SCALE 1:25




                                                                                                                                                                                                                          4.50m

                                                                                                                                                                                 2.25m                                                                              2.25m




                                                                                                     UNIT 3
                                                                                                                                                                                                                             CL


                                                                                                                                         1 IN           VARIES                                                                                                                        VARIES
                                                                                                                                                3   0.5%-5.0% MAX.                                                                                                                0.5%-5.0% MAX.
                                                                                          PROPOSED RETAINING WALL                                                                                                                                                                                                1 IN
                                                                                                                                                                                                                                                                                                                        3
                                                                                          H = 0.3m MAX                                                                                                                                                                                                                                UNIT 4




                                                                                                                                                                                                                                  0.6m
                                                                                                                                                                                                                                  MIN
                                                                                                                                                                                                                                                           STORMWATER INLET PIT                            PAVEMENT DETAIL
                                                                                                                                                                                                                                                           & DRAINAGE SYSTEM                               - N32 CONCRETE 150mm THICK
                                                                                                                                                                                                                                                                                                           SL92 MESH 50 mm TOP COVER
                                                                                                                                                                                                                                                                                                           - 150 THICK COMPACTED
                                                                                                                                                                                                                                                                                                           SUB-BASE GRAVEL (CBR 15)
                                                                                                                                                                                                   TYPICAL CROSS SECTION
                                                                                                                                                                                                    (CH 50.000 - CH 61.000)
                                                                                                                                                                                                                       SCALE 1:25




                                                                                                                                                                                                                                                                                                                                                                                  0.5       0        0.5         1.0
                                                                                                                                                                                                                                                                                                                                                                          SCALE                                        (metres)
                                                                                                                                                                                                                                                                                                                                                                                        1 : 25 (FULL SIZE)
----      ----   ----                                 ----   ----   North Point   Approved                                                                                                                                                                                                Project Address                                                Title

----      ----   ----                                 ----   ----
                                                                                  EOIN WHITMORE
                                                                                                                                                                                                                                                                                          45 MAPLE ST, COOROY AND 9 MYALL DRIVEWAY TYPICAL SECTIONS
                                                                        N
----      ----   ----                                 ----   ----                 31423     17/04/2026                                                                                                                                                                                    ST COOROY
----      ----   ----                                 ----   ----                 For and on behalf of RECOR Pty Ltd.

----      ----   ----                                 ----   ----                 Scale                                                                                                 ENGINEERING & PROJECT SERVICES                                                                    Client Details                                                 Project Name                                                             Sheet Size
                                                                                                                                                                                           SUNSHINE COAST | BRISBANE
----      ----   ----                                 ----   ----                                                       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             AY     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                           C042                                 A