2576 - Civil Drawings (Feb 2026)

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                REFER TO STRUCTURAL ENGINEER'S DETAILS FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                UNDERPINNING AND BUILDING AND FOOTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                DESIGNS.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RPB
                                                                                                                                                                                                                                                                                                                                                                                                                                     PAINT REAR OF WALL WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                   WATERPROOFING MEMBRANE
                                                                                                                                                                                                                                                                                                                                                                                                                                            BEFORE ERECTING

                                                                                                                                                                                                                                                                                                                                                                                                                     PROVIDE FLASHING OVER EXISTING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         WALL OF PROPOSED WAREHOUSE

                                                                                                                                                                                                                                                                                                                                                                                                                                            EXISTING RETAINED SOIL
                                                                                                                                                                                                                                                                                                                                                                                                                                                     (1.2m APPROX.)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FILL VOID WITH NO FINES CONCRETE


                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING BLOCKWORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        EXISTING GROUND SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                             INDICATIVE FOOTING OF
                                                                                                                                                                                                                                                                                                                                                                                                                                           EXISTING RETAINING WALL



                                                                                                                                                       STAGE 3                                                                                             STAGE 2                                                                                                      STAGE 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INDICATIVE FOOTING
                                                                                                                                 BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROVIDE UNDER PINS TO                                              TO NEW SHED
                                                                                                                                                 BUILDING                 DRIVEWAY / PARKING                                       BUILDING                                                                BUILDING                                DRIVEWAY / PARKING                             BUILDING                                          EXISTING RETAINING
                                                                                                                                                                                                                                                                                                                                                                                                                                                  WALL AT 2.0m CENTRES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SUBSOIL DRAINAGE AT
                                                                                                                                                   BOUNDARY RETAINING TO BE ENTIRELY                                                                                                                                                                                                                                                                                                                    BOTTOM OF FOOTING
                                                                                                                                                   WITHIN DEVELOPMENT SITE - TO BE                EXISTING SURFACE                                                                   DESIGN SURFACE
                                                                                                                                                   BUILT WITH BUILDING WORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                      DETAIL 1 - INDICATIVE INTERFACE
                                                                                                            - LOT 7 SP 237587
                                                                                                                                       0.96m




                                                                                                                                                                                                                                                                                                                                                                                                                                                      WITH EXISTING RETAINING WALL
                                                                                                                                               FFL 125                                                                         FFL 125                                                                                                                                                                                                                NOT TO SCALE




                                                                                                                                                                                                                                                                                              0.50m
                                                                                                                                                                                                                                                                                                       FFL 124.50




                                                                                                                                                                                                                                                                                                                                                                                                                             BDY
                                                                                                                                                                                                                                                                                                                                                                                          FFL 124.40
                                                                                                                                                                                                                             STEP WITHIN                                                                                                                                                                                                       NOTE:




                                                                                                                                                                                                                                                                                                                                                                                                                                   1.23m
                                                                                                                                                                                                                             BUILDING FOOTING                                                                                                                                                                                                  REFER TO RETAINING
                                                                                                                                                                            50mm STEP TYP                                                                                                                                                                                                                                                      WALL DETAIL 1 ABOVE


                                                                                                                                                                                                                                                                                                              50mm STEP TYP
                                                                                                                                                                                                                                          BULK EARTHWORKS ASSUMED
                                                                                                                                                                                                                                          300mm BOXING FOR PAVEMENT
                                                                                                                                                                                                                                                                                                                                                           BOUNDARY RETAINING TO BE ENTIRELY
                                                                                                                                                                                                                                                                                                                                                           WITHIN DEVELOPMENT SITE - TO BE
                                                                                                                                                                                                                                                                                                                                                           BUILT WITH BUILDING WORKS                                                  - LOT 5 SP 197517
                                                                                                                                                                                                                                                                                                                                                                                                                                        EX FFL 121.40
                                                                                                                                                                                                                                                                                               SECTION                        1
                                                                                                                                                                                                                                                                                               SCALE HOR 1:200             C100
                                                                                                                                                                                                                                                                                                                                                                                        NEIGHBORING
                                                                                                                                                                                                                                                                                               SCALE VER 1:40                                                                           DEVELOPMENT BUILDING
                                                                                     BDY




                                                                                                                                                                      STAGE 2                                                                                                                                                                                                               STAGE 4

                                                                                                                                                                     BUILDING                                                                                                               DRIVEWAY                                                                        BUILDING                                                                                       DRIVEWAY / CARPARKING

                                                                                                                                                                                                                                                                                                                                  DESIGN SURFACE
                                                                                                      TURFED BATTER 1 IN 4 MAX
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                B2 KERB
                                                                                                             0.83m




                                                                                                                                                                             FFL 125                                                                                                                                                                                                   FFL 125




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             BDY
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c100-c120 bulk earthworks plan.dwg




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.72m
                                                                                                                                                                                                                                                                                                                                                                                EXISTING SURFACE
                                                                                                                                                  SECTION                         2                                                               BULK EARTHWORKS ASSUMED
                                                                                                                                                                                                                                                  300mm BOXING FOR PAVEMENT
                                                                                                                                                                                 C100                                                                                                                                                                                                                                                                                    0-600mm EDGE
                                                                                                                                                  SCALE HOR 1:250                                                                                                                                                                                                                                                                                                        THICKENING
                                                                                                                                                  SCALE VER 1:50                                                                                                                                                                                                                                                                                                         WHERE REQUIRED                LANDSCAPED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       BATTER 1 IN 3 MAX




                                                                                                                                                                                                                                                                                                                                                                                                               PROJECT:                                                                                                        JOB NUMBER
                                                                                    REV DATE DESCRIPTION                                             BY     CHKD            DETAILS                                                    SCALE                                                               APPROVED                                                                                            PROPOSED INDUSTRIAL DEVELOPMENT
                                                                                     A     27.02.26   FOR APPROVAL                                    GS     DTB
                                                                                                                                                                                                                                                                                                                                                                                 Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                                                                                                 ABN 29 679 702 599
                                                                                                                                                                                                                                                                                                                                                                                                               AT 18 TAYLOR COURT, COOROY                                                                                       2576
                                                                                                                                                                   DATUM                AHD

                                                                                                                                                                   DESIGN               DTB
                                                                                                                                                                                                                                                                                                         .................                                                       07 5443 8285                  FOR RMD CAPITAL PTY LTD
                                                                                                                                                                                                                                                                                                                                                                                 PO Box 899
                                                                                                                                                                   DRAWN                GS
                                                                                                                                                                                                                                    AS SHOWN                                                             Engineer: TIM BURKE                                                     Maroochydore 4558             DRAWING TITLE:                                                                                              DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                                                                 [email protected]
                                                                                                                                                                   DESIGN CHECK          TB
                                                                                                                                                                                                                                                                                                            (RPEQ 25245)
                                                                                                                                                                                                                                                                                                                                                                                 barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                                                                                               EARTHWORKS TYPICAL SECTIONS (SHEET 1 OF 2)                                                                    C120                  A
                                                                                                                                                                                                                                                                                                      DRAWING STATUS
                                                                                                                                                                   DATE               FEB 2026   This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
                                                                                                                                                                                                                                                                                                          FOR APPROVAL