Swmp

                                                                                                                                                                                                                                                                                                                                                                    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

                                                                                                                                                                                                                                                                                                                     .5 3                                                                                                                   .53
                                                                                                                                                                                                                                                                                                                  17                                                                                                                     17
                                                                                                                                                                                               .29     6.1%
                                                                                                                                                                    10.1%                  17
                                                                                                                                                          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
                                                                                                                                                                                                                          18                   H = 2.65m
                                                                                                                                                                                                                      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

                                                                                                                            B. PARRY                                                                                                                                                                                                                                                                   206 DAVID LOW WAY                                             BULK EARTHWORKS SECTIONS
                                                                                        N                                   RPEQ 28084                                                                                                                                                                                                                                                                 PEREGIAN BEACH QLD 4573
                                                                                                                   For and on behalf of RECOR Pty Ltd.
                                                                                                                   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                                  B
                                                                                                                                                                                                                                                  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.