Approved Plans - MCU26 0001 & OPW26 0002 - AS PUBLISHED · MCU26/0001

                                                                                                                                                                                                                                                                                                           SUBJECT SITE




                                                                                                                                                                                                                                                                                                                                                                                                   BDY
                                                                                                                                                                                                                                                                                                                                                                                                                   - LOT 0 SP117777 -
                                                                                                                                                                                BUILDING SHOWN INDICATIVELY ABOVE                                                                                      LEVEL 1                                                                                             TOP OF RETAINING WALL TO BE AT RL36.800 MIN
                                                                                                                                                                                REFER TO ARCHITECTURAL DRAWINGS                                                                                       FFL 36.35
                                                                                                                                                                                FOR DETAILS
                                                                                                                                                                                                                                                                                                                                                                                                                RETAINING WALLS TO
                                                                                                                                                                                                                                                                                                                                                                                                                ARCHITECT'S DETAILS
                                                                                                                                                                                                                                                                                             GROUND FLOOR
                                                                                                                                                                                                                                                                                               FFL 33.25                                                                                                       DRAINAGE SWALE




                                                                                                                                                                               BDY
                                                                                                                                         EXISTING SURFACE                                            ENTRY GATE
                                                                                                                                                                                            (WALL SHOWN BEHIND)                                                                                                                                                                    INDICATIVE 3kL
                                                                                                        BOTTLEBRUSH AVENUE
                                                                                                                                                                                                                                                                                                                                                                                   RAINWATER TANK
                                                                                                                                                                                                                                                                                                    BASEMENT
                                                                                                                       PROPOSED ACCESS DRIVEWAY                                                                                                                                                      FFL 29.90                                                                     REFER TO STRUCTURAL ENGINEER'S
                                                                                                                                                                                                                                                                                                                                                                                   DETAILS FOR BUILDING / RETAINING WALLS



                                                                                                                                                                             EXISTING WATER MAIN &                            DESIGN SURFACE
                                                                                                                                                                             TELECOMMUNICATIONS TO
                                                                                                                          DATUM RL 27.00                                     BE LOCATED AND LOWERED



                                                                                                                          SECTION                     A
                                                                                                                          SCALE 1:100                C101
                                                                                                                                                                                                                                                                               BUILDING SHOWN INDICATIVELY ABOVE
                                                                                                                                                                                                                                                                               REFER TO ARCHITECTURAL DRAWINGS
                                                                                                                                                                                                                                                                               FOR DETAILS
                                                                                                                                         (WALL SHOWN BEHIND)




                                                                                                                                                                                                                                                                                  BDY
                                                                                                                                                                                                                      LEVEL 1
                                                                                                                                                                                                                     FFL 36.35
                                                                                                                                                                   BDY




                                                                                                                                                      ESCAPE
                                                                                                                                                      TUNNEL                                                 GROUND FLOOR                                                                                                                                                                   NOTES:
                                                                                                                                                                                                               FFL 33.25                                                                                                                                                                     1. EXISTING STORMWATER LINE TO BE SUPPORTED OR
                                                                                                                                                                    0.95m
                                                                                                                                                                                                                                                                                                                                                                                                 RELAID DURING CONSTRUCTION.
                                                                                                                                                                                                                                                                                                                                                                                             2. PROTECTION OF EXISTING SERVICE BY STRUCTURAL
                                                                                                                 TOP OF WALL TO BE 400mm MIN HIGHER                                                                                                                                                REFER TO STRUCTURAL ENGINEER'S
                                                                                                                                                                                                                                                                                                                                                                                                 ENGINEER. TO BE ASSESSED AND RPEQ CERTIFIED
                                                                                                                        THAN ADJOINING GARDEN AREA                                                                                                                                                 DETAILS FOR BUILDING / RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                                                 IN ACCORDANCE WITH QDC MP1.4.
                                                                                                                                                                                                                                                                                            EXISTING SURFACE                                                                                 3. ZONE OF INFLUENCE LINES BASED ON AN ANGLE OF
                                                                                                                                    EXISTING 300Ø                    0.71m                                         BASEMENT                                                                                                                                                                      REPOSE OF 45° TO 300mm DEPTH BELOW THE
                                                                                                                                 STORMWATER PIPE                                                                    FFL 29.90                                                                                                                                                                    EXISTING STORMWATER LINE.

                                                                                                                  INDICATIVE ZONE OF INFLUENCE OF
                                                                                                                        EXISTING STORMWATER PIPE
                                                                                                                                                                                                                                                                              DESIGN SURFACE

                                                                                                                          DATUM RL 27.00


                                                                                                                          SECTION                     B                                                                                                           BUILDING SHOWN INDICATIVELY ABOVE
                                                                                                                          SCALE 1:100                C101                                                                                                         REFER TO ARCHITECTURAL DRAWINGS
                                                                                                                                                                                                                                                                  FOR DETAILS
                                                                                                                                                                                                                                                                                  BDY
                                                                                                                                                                   BDY




                                                                                                                                                                                                        LEVEL 1
                                                                                                                                                                                                       FFL 36.35
                                                                                                                               PROPOSED PLANTER BED
                                                                                                                                                                   0.84m                                                                                                                EXISTING SURFACE                                                                                                        POOL                         TERRACE AND GARDEN




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BDY
                                                                                                                                                                                                                                                                                                                                                                                      BDY
                                                                                                                            PLANTER BED WALL TO                                                                                                                                                                                                                                                                        EXISTING SURFACE
                                                                                                                               BE MIN 400mm HIGH                                                  GROUND FLOOR
                                                                                                                                                           0.37m                                                                                                                                                                                                  DRAINAGE SWALE
                                                                                                                   EXISTING 300Ø STORMWATER PIPE                                                    FFL 33.25

                                                                                                                   INDICATIVE ZONE OF INFLUENCE OF                                                                                                                                                 REFER TO STRUCTURAL ENGINEER'S                                             0.31m
                                                                                                                         EXISTING STORMWATER PIPE                                                                                                                                                  DETAILS FOR BUILDING / RETAINING WALLS   EXISTING 300Ø STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                   DESIGN SURFACE
                                                                                                                                                                                                       BASEMENT                                                                                                                             INDICATIVE ZONE OF INFLUENCE OF
                                                                                                                                                                                                        FFL 29.90                                                                                                                                 EXISTING STORMWATER PIPE
        p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c110 ewks sections.dwg




                                                                                                                          DATUM RL 28.00                                                                                                                                                                                                                              DATUM RL 31.00


                                                                                                                          SECTION                     C                                                                                                                                                                                                               SECTION                       D                                                                               NOOSA COUNCIL
                                                                                                                          SCALE 1:100                C101                                                                                                                                                                                                             SCALE 1:100                  C101                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 MCU26/0001 & OPW26/0002
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   9 SEPTEMBER 2026


                                                                                                                                                                                                                                                                                                                                                                                                                                        PROJECT:                                          JOB NUMBER
                                                                                        REV DATE DESCRIPTION                                         BY      CHKD                     DETAILS                                                     SCALE                                                                   APPROVED                                                                                                      PROPOSED MULTIPLE DWELLING DEVELOPMENT
                                                                                         A   14.05.26   FOR APPROVAL                                  GS           CS
                                                                                                                                                                                                                                                                                                                                                                                                         Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                                         ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                                                        AT 17 BOTTLEBRUSH AVE, NOOSA HEADS                  2613
                                                                                                                                                                             DATUM               AHD

                                                                                                                                                                             DESIGN               CS                    1:100       1        0         1         2        3         4         5     A1
                                                                                                                                                                                                                                                                                                                     .................                                                                   07 5443 8285                   FOR MADE ONE PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                                         PO Box 899
                                                                                                                                                                                                                        1:200                                                                                         Director: TIM BURKE                                                                Maroochydore 4558              DRAWING TITLE:                                DRAWING NUMBER   REV
                                                                                                                                                                             DRAWN                GS                                                                                                A3
                                                                                                                                                                                                                                                                                                                           (RPEQ 25245)                                                                  [email protected]    BULK EARTHWORKS SECTIONS
                                                                                                                                                                             DESIGN CHECK         TB
                                                                                                                                                                                                                                                                                                                 DRAWING STATUS
                                                                                                                                                                                                                                                                                                                                                                                                         barlowshelley.com.au                                                            C110              A
                                                                                                                                                                             DATE              MAY 2026     This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                          FOR APPROVAL
Document Set ID: 25158025
                  24827382
Version: 1, Version Date: 10/09/2026
                          29/05/2026