20230023-231215-Rev C

                                                                                                                                                                                                                                                                                                                                                                             UNIT 2




                                                                                                                                                LOT BOUNDARY
                                                                                                                                                                                                           DRIVEWAY                                                                                                                               GARARE                                                                                                BED            LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        LOT BOUNDARY
                                               DAVID LOW WAY                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SP204267
                                                                                                                                                                                                                                                                                                                                                                  DESIGN SURFACE


                                                                                                                                                                                                                                                                                                                                             53                                                                                                         58
                                                                                                                                                                                                                                                                                                                                         17.                                                                                                        17.
                                                                                                                                                                                                                                        3.6%
                                                                                                                                                                5.4%                        3.5%
                                                                                                                                           5.0%
                                                                                                    12.5%
                                                                                                                                                                                                              17




                                                                                                                                                                                                                                                                                                                                                                                                                                           0.20m
                                                                                                                                      17                       17          17




                                                                                                                                                                                                                                                                                                           0.20m
                                                                                                                                                                             .3                                    .3
                                                                                                                                                                 .2                                                  7




                                                                                                                                                                                                                                               0.225m
                                                                                           17                                           .2                          5           0                                                                                                                                            EXISTING SURFACE                                   EARTHWORKS SURFACE
                                                                                                                                            0
                                                                                             .0
                                                                                                2
                                                               MATCH NEATLY                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED RETAINING WALL
                                                               EXISTING KERB                                                                                                                                                                                                                                                                                                                                                                                                                                                            H = 0.38m
                                                                                                                                                                                                                                                                                                                                A           BULK EARTHWORKS
                                                                                                                                                                                                                                                                                                                                020         SECTION                                        SCALE 1:50




                                                                                                                                                                                                                                                                                                                                                              UNIT 1




                                                                                                                                                                                        DRIVEWAY                                                                                                                      GARAGE                                                                                                        BED                         LANDSCAPE
                                                                                                                      LOT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOT BOUNDARY
                                               DAVID LOW WAY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SP204267


                                                                                                                                                                                                                                                                                                                                                      DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                              .53                                                                                                                    .53
                                                                                                                                                                                                       9     6.1%                                                                                                          17                                                                                                                      17
                                                                                                                                                                        10.1%                  1   7.2
                                                                                                                                                              9




                                                                                                                 16
                                                                                                                                                           .0




                                                                                                                                     14.5%
                                                                                                                                                    17




                                                                                                                   .9
                                                                                                                       7
                                                                                       12.5%
                                                                                   0
                                                                                 .7




                                                                                                                                                                                                                                                                             0.20m
                                                                               16




                                                                                                                                                                                                                                                                                                                                                         EXISTING SURFACE                                   EARTHWORKS SURFACE


                                                                                                                                                                                                                         0.225m
                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RETAINING WALL
                                                      MATCH NEATLY                                                                                                                                                                                                                                                                                                                                                                                            H = 0.78m
                                                      EXISTING KERB
                                                                                                                                                                                                                                                                                                                                B           BULK EARTHWORKS
                                                                                                                                                                                                                                                                                                                                020         SECTION                                        SCALE 1:50




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         LOT BOUNDARY
                                                                                                  LOT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          51
                                                                                                                 LANDSCAPE                                          SWIMMING POOL                                   STAIR                                                                        UNIT 1                                                                                                                     UNIT 2                              PATH                                    P9319
                                                                            55
                                                                           P9319




                                                                                                                                                                                                                                                        PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                        H = 2.65m
                                                                                                                                                                                                                           18     .18                                                                                                                                                                                                                                  08          3.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   18.      1 IN
                                                                                                                                                                                                                                                                                                                                                                                    DESIGN SURFACE
                                                                                                                                                                                                                                                                                                                   53                                                                                                                 53
                                                                                                                                                                                                                                                                                                               17.                                                                                                                17.
                                                                                                                                                                                                                                   0.20m




                                                                                                                                                                                                                                                                                                                                                                                                                                                              PROPOSED RETAINING WALL
                                                                                                                                                                                                                                                                  0.20m




                                                                                                                                                                                                                                                                                                                                                                                                                                                              H = 0.55m
                                                                                                                                                                                                                                                                                                                                                                                        EXISTING SURFACE                             EARTHWORKS SURFACE




                                                                                                                                                                          15.
                                                                                                                                                                             53                                                                                                                                                 C           BULK EARTHWORKS
                                                                                                                                                                                                                                                                                                                                020         SECTION                                        SCALE 1:50

                                                                               PROPOSED RETAINING WALL                                                                                                     PROPOSED RETAINING WALL
                                                                                                                                                                                    0.20m




                                                                               H = 0.66m                                                                                                                   H = 2.64m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1.0          0        1.0            2.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         SCALE                                                                    (metres)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1 : 50 (FULL SIZE)


                                                                                       North Point                      Approved                                                                                                                                                                                                                                                                                Project Address                                              Title

                                                                                                                                                                                                                                                                                                                                                                                                                206 DAVID LOW WAY                                           BULK EARTHWORKS SECTIONS
                                                                                           N
                                                                                                                                                                                                                                                                                                                                                                                                                PEREGIAN BEACH QLD 4573
                                                                                                                        For and on behalf of RECOR Pty Ltd.

 C    15.12.23   REISSUED FOR APPROVAL                           MP       AB                                            Scale                                                                                                                                                                    ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details                                               PROJECT NAME:                                                                 Project Number                    Sheet Size
                                                                                                                                                                                                                                                                                                 SUNSHINE COAST | BRISBANE | SYDNEY
 B    17.10.23   RFI UPDATE                                       HL      BP                                                                                                                                                                                                                    www.recorconsulting.com | ABN 89 647 469 707                                                                    MADELEINE SWETE KELLY                                        PROPOSED UNIT                                                                 20230023                            A1
 A    31.03.23   OPW ISSUE                                        QT      BP
                                                                                                                                                                                  AS SHOWN                                                                   COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                                                                DEVELOPMENT                                                                   Drawing Number                     Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           021                                  C
                                                                                                                                                                                                                                                           drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev   Date                   Revision Description              Drawn Check                                                                                               DO NOT SCALE, IF IN DOUBT ASK                                                                                                                   the revision description.