RFI - P0478-26-001_Cooroy_Development_OPW

                                                                                              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




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

----      ----   ----                                           ----   ----
                                                                                            EOIN WHITMORE
                                                                                                                                                                                                                                                                                                           45 MAPLE ST, COOROY AND 9 MYALL DRIVEWAY TYPICAL SECTIONS
----      ----   ----                                           ----   ----                 31423     23/06/2026                                                                                                                                                                                           ST COOROY
----      ----   ----                                           ----   ----                 For and on behalf of RECOR Pty Ltd.

 C     24/06/2026 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                                        0.5         0        0.5          1.0                                                     www.recor.au | ABN 89 647 469 707                                                               MYALL RISE PTY LTD                                             COOROY SOCIAL HOUSING                       A1
                                                                                                       SCALE                                              (metres)                                                                                                                                                                                                        Project Number          Drawing Number    Revision
 A     17/04/2026 ISSUED FOR OWP APPROVAL                       AY     EW                                               1 : 25 (FULL SIZE)                            COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
                                                                                                                                                                      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                C