RFI - P0478-26-001_Cooroy_Development_OPW

                                                                                                                                                                                                                                                                                                                                                                                                                  LOT BOUNDARY
                                                                                                                                                                                                     LOT 1                                                                                                                                                                                                                           4




                                                                                                                                                                                                                 LOT BOUNDARY
                                                                                                                                                                                                                                                  DRIVEWAY                                                                                    UNIT 2                                                                              RP112204


                                                                                                                                                                 EXISTING SURFACE                                                                                                                                                                                         DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           1.2m
                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                                              0  .4
                                                                                                                                                                                                                                                                                                                           12




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        0.3m
                                                                                                                                                                                                                                               VARIES          VARIES                                                                                                                                        1 IN
                                                                                                                                                                                                                                                                                                                                                                                                                       3
                                                                                                                                                                                                                                                                                                                          12
                                                                                                                                                                                                                                                                                                                            0.
                                                                                                                                                                                                                                                                                                                               20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE DRAIN 0.3m DEEP,
                                                                                                                                                                                                                                                                                                                                                                          EARTHWORK SURFACE                                                                                                            1.2m WIDE AND 0.5% MIN
                                                                                                                                                                                                                                                                                    SECTION                                      A                                                                                                                                                                     LONGITUDINAL GRADE.

                                                                                                                                                                                                                                                                                     SCALE 1:100                               020
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    SWALE DETAIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        NTS
                                                           REFER DETAIL
                                                              TOP RIGHT
                             3
                                            LOT BOUNDARY




                          RP99323                                           SWALE                                                              UNIT 5                                                                                                                                DRIVEWAY                                              UNDERGROUND                                                                                   UNIT 8
                                                                                                                                                                                                                                                                                                                                          DETENTION TANK


                                                                                                                                                                                                     EXISTING SURFACE
                                                           1 IN 4
                                                                                                                                               0
                                                                                                                                       0  .0
                                                                                                                                    12                                                                                                             2.7%                                                                                                           2.4%
                                                                                                                                                                                                                                                                                                                   1.2%
                                                                                                                                   11




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LOT BOUNDARY
                                                                                                                                        9.
                                                                                                                                          80

                                                                                                                                                                                                                                                                                                                                                                                                                                             DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        MYALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ST
                                                                                                                                                                                                                                                                                                                                                  PROPOSED
                                                                                                                                                                                                                                                                                                                                                  RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                  H = 3.00m
                                                                                                                                                                                                                                                                                                                                                                                                                                             EARTHWORK SURFACE                        PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      H = 1.25m


                                                                                                                                                                                                                                                                                          SECTION                                         B
                                                                                                                                                                                                                                                                                          SCALE 1:100                                 020


                                   3
                                                             LOT BOUNDARY




                                RP99323                                                          UNIT 1                                                                 UNIT 2                                                                      UNIT 3                                                                                UNIT 4                                                                  DRIVEWAY                                                            CARPARK




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C5605
                                                                                                                               DESIGN SURFACE

                                                                                                                                                                                                40                                                                                                                                                         .4
                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                            20.                                                                                                                                                        0
                                                                                                                                                                                          1                                                                                                                                                         12
                                                                                                                                                                                                                                                                                                                                                                                                        3.4%                     1.2%
                                                                                                                                                                                         12                                                                                                                                                        12
                                                                                                                                                                                           0.                                                                                                                                                          0.
                                                                                                                                                                                             20                                                                                                                                                          20
                                                                                                                                                                                                                                                                                                                                                                   PROPOSED
                                                                                    EXISTING SURFACE                           EARTHWORK SURFACE                                                                                                                                                                                                                   RETAINING WALL                                                                                                                                 PROPOSED
                                                                                                                                                                                                                                                                                                                                                                   H = 0.3m                                                                                                                                       RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  H = 0.74m


                                                                                                                                                                                                                                                                                              SECTION                                         C
                                                                                                                                                                                                                                                                                               SCALE 1:100                                020



                                                                                                                                                        4                                                                                       UNIT 7                                                                   UNIT 8                                                                UNIT 9
                                                                                                                                                                          LOT BOUNDARY




                                                                                                                                                     RP112204




                                                                                                                                                                                                                                                                                                                                                                                                                                             LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                             19
                                                                                                                                                                                                                                                                                                                                                                                                                                                            C5605
                                                                                                                                                                                                                                                   EXISTING SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                     DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                              6    .8
                                                                                                                                                                                                                                                                                                           11

                                                                                                                                                                                                                                                                                                         11
                                                                                                                                                                                                                                                                                                              6.
                                                                                                                                                                                                                                                                                                                60

                                                                                                                                                    PROPOSED                                                                                                                                                                                            EARTHWORK SURFACE
                                                                                                                                                    RETAINING WALL                                                                                                                                                                                                                             PROPOSED
                                                                                                                                                    H = 0.91m                                                                                                                                                                                                                                  RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                               H =0.62m

                                                                                                                                                                                                                                                                                                     SECTION                                      D
                                                                                                                                                           PROPOSED                                                                                                                                   SCALE 1:100                                 020
                                                                                                                                                           RETAINING WALL
                                                                                                                                                           H = 0.33m


                                                                                                                                                                                                      EXISTING SURFACE                                                                                                                            PROPOSED
                                                                                                                                                                                                                                                                                                                                                  RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                  H = 1.08m
                                                                                                                                                                                                                 1 IN 8
                                                                                                                                                                                                                                                                         1 IN 100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    LOT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                         DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                  1 IN 13.5
                                                                                                                                                                       EARTHWORK SURFACE



                                                                                                                                                                                                                                                                                                         SECTION                                        E
                                                                                                                                                                                                                                                                                                         SCALE 1:100                               020



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

----      ----   ----                                                                     ----            ----
                                                                                                                                  EOIN WHITMORE
                                                                                                                                                                                                                                                                                                                                                                                                45 MAPLE ST, COOROY AND 9 MYALL BULK EARTHWORKS 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                                           SCALE
                                                                                                                                                             1     0      1                   2       3      4                  5
                                                                                                                                                                                                                                    (metres)
                                                                                                                                                                                                                                                                                               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                                                            1 : 100 (FULL SIZE)                                                                   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                                    C021                                  C