Approved Plan - OPW22/0052.01

                                                                                                                                                                                                                                                                                                                                                                                                                              NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                              ·   ALL WALLS OTHER THAN REINFORCED BLOCKWORK ARE TO BE A DESIGN AND CONSTRUCT ITEM.
                                                                                                                                                                                                                                                                                                                                                                                                                              ·   WHERE AN ITEM OF THE WORKS (EG RETAINING WALL, TRUSS, SHORING, PILES, WATER QUALITY
                                                                                                                                                                                                                                                                                                                                                                                                                                  DEVICE) IS NOMINATED AS 'DESIGN AND CONSTRUCT' OR AS A PROPRIETARY ITEM, THE
                                                                                                                                                                                                                                                                                                                                                                                                                                  PRODUCT IS TO BE DESIGNED AS A SYSTEM AND CONSTRUCTED BY THE CONTRACTOR AS PART
                                                                                                                                                                                                                                                                                                                                                                                                                                  OF ITS CONTRACT ACTIVITIES, WITH CERTIFICATION (DESIGN & CONSTRUCTION) BY A
                                                                                                                                                                                                                                                                                                                                                                                                                                  REGISTERED PROFESSIONAL ENGINEER OF QUEENSLAND. THE DESIGNER IS TO MAKE
                                                                                                                                                                                                                                                                                                                                                                                                                                  ALLOWANCE FOR ALL LOADS, FIXINGS AND PENETRATIONS THAT ARE SHOWN ON THE PROJECT
                                                                                                                                                                                                                                                                                                                                                                                                                                  DRAWINGS OR THAT CAN BE REASONABLY ANTICIPATED.
                                                                                                                                                                                                                                                                                                                                                                                                                              ·   ALTERNATIVES TO ANY NOMINATED SYSTEM WILL BE CONSIDERED BUT MUST BE AGREED IN
                                                                                                                                                                                                                                                                                                                                                                                                                                  WRITING BY THE SUPERINTENDENT AS BEING EQUIVALENT IN BOTH PERFORMANCE AND
                                                                                                                                                                                                                                                                                                                                                                                                                                  AESTHETICS.
                                                                                                                                                                                                                                                                                                                                                                                                                              ·   ALL INFORMATION RELATING TO THE SYSTEM AND THE INVESTIGATION UNDERTAKEN MUST BE
                                                                                                                                                                                                                                                                                                                                                                                                                                  SUBMITTED TO SUPERINTENDENT PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION,
                                                                                                                                                                                                                                                                                                                                                                                                                                  INCLUDING DESIGN CERTIFICATION. THE INVESTIGATION AND DESIGN OF THE SYSTEM SHALL BE
                                                                                                                                                                                                                                                                                                                                                                                                                                  COMPLETED TO INCLUDE BUT NOT LIMITED TO AS4678, TEMPORARY SHORING OR SUPPORTS,
                                                                                                                                                                                                                                                                                                                                                                                                                                  FOOTINGS, BACKFILL, PENETRATIONS, AND ANY FIXINGS SUCH AS FENCES AND HANDRAILS.
                                                                                                                                                                                                                                                                                                                                                                                                                              ·   WHERE AVAILABLE GEOTECHNICAL INFORMATION IS DEFICIENT, THE DESIGNER SHALL COMPLETE
                                                                                                                                                                                                                                                                                                                                                                                                                                  THEIR OWN GEOTECHNICAL INVESTIGATION OF THE GROUND CONDITIONS OF THE SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                  INCLUDING WATER TABLE LEVEL AND SURCHARGE / LIVE LOADS APPLICABLE.




                                                                                                                                                                                                                                                                                                                                                                                   EUMUNDI NOOSA ROAD




                                                                                                                                                                                                                                                                                                                                                            EX BDY
                                                                                                                                                                                                                                                                                                 DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                   2.3%              2.3%   0.1%
                                                                                                                                                                                                                                                                                                                                                                                        1 in 6.3




                                                                                                                                                                                                                             1 in 0.0
                                                                                                                                                                                                                                                                                                                                                                                                        4.4%
                                                                                                                                                                                                                                                                                                 EARTHWORKS SURFACE
                                                                                                                                                                                                                                                                             EXISTING SURFACE
                                                                                                                                                                                                               0.1%

                                                                                                                                                             EXISTING DN150
                                                                                                                                                               PVC-U SEWER                                                              D&C CONCRETE SLEEPER WALL.
                                                                                                                                                                                                                                        WALL TO BE FOUNDED BELOW
                                                                                                                                                                                                                                        EXISTING BLOCKWORK WALL
                                                                                                                                                                                                                                                                                                                            SECTION         3
                                                                                                                                                                                                                                                                                                                            SCALE 1: 100   C0110
                                                                                                                                                                                                                                        ON ADJACENT SITE.
                                                                                                                                                                                                        4.097




                                                                                                                                                                                                                                                                                                                                                                                                                                    EUMUNDI NOOSA ROAD
                                                                                                                                            EX BDY




                                                                                                                                                                                                                                        DESIGN SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                  EX BDY
                                                                                                                                                                                                                                                                                                                                 2.2%
                                                                                                                                                                                                                                                                                                                                                                                                                       1.3%               0.7%                                  4.8%
                                                                                                                                             1 in 0.0




                                                                                                                                                                                                                                        EARTHWORKS SURFACE
                                                                                                                                     8.8%
                                                                                                              1 in 0.0




                                                                                                                                                                                                                                          EXISTING SURFACE
                                                 EXISTING DN150
                                                   PVC-U SEWER                                                                                                                                                                                                                                                              SECTION         2
                                                                                            0.1%                                                                                                                                                                                                                            SCALE 1: 100   C0110

                                                                                                                                                        D&C CONCRETE SLEEPER WALL.
                                                                                                              5.185                                     WALL TO BE FOUNDED BELOW
                                                                                                                                                        EXISTING BLOCKWORK WALL
                                                                                                                                                        ON ADJACENT SITE.
                                                                                                                         EX BDY




                                                                                                                                                                                            DESIGN SURFACE

                                                                                                                                                                                                                                                                                                                                                   2.2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EX EMT
                                                                                                                          1 in 0.0




                                                                                                                                                                                            EARTHWORKS SURFACE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7.9%
                                                                                                   1 in 0.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            2.6%

                                                                                                                                                                                                                              EXISTING SURFACE
                                                                           0.1%


                                                                                                                                       D&C CONCRETE SLEEPER WALL.                                                                                                                                                           SECTION         1
                                                                                                                                       WALL TO BE FOUNDED BELOW                                                                                                                                                             SCALE 1: 100   C0110
                                                                                                                                       EXISTING BLOCKWORK WALL                                                                                                                                                                                                                                                                                                                                           NOOSA COUNCIL
                                                                                                                                       ON ADJACENT SITE.                                                                                                                                                                                                                                                                                                                                                 APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      OPW22/0052.01 9 JAN 2024


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       THIS DRAWING IS BEST
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      VIEWED IN COLOUR AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ON AN ELECTRONIC DEVICE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DIMENSIONS IN METRES EXCEPT WHERE                         A1 UNREDUCED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             J:\2021\21308\05_DRAWINGS\DRG\C0120.DWG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SHOWN OTHERWISE. CULVERT AND PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SIZES IN MILLIMETRES                                      A3 REDUCED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  SCALES                                             UNREDUCED / REDUCED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 0   1.0   2.0     3.0   4.0    5.0 m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 : 100 / 1 : 200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STATUS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PRELIMINARY
                                                                                                                                                                                               DWN       DES       CHK       APP                                                                                                                          CLIENT                                        PROJECT                                         SUBJECT                                                            PROJECT No.
    SCAN QR CODE TO
                                                                                     REV         DATE                      DESCRIPTION
                                                                                                                                                                                                                                         ASSOCIATED CONSULTANTS                                     APPROVED               CHECKED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             24/11/2023 4:05:07 PM
                                                                                       B      24.11.23                         AMENDED OPERATIONAL WORKS SUBMISSION                            KN         KN       RG       RG                                                                                                                            BDH GROUP                                     NOOSAVILLE TYRE                                 EARTHWORKS SECTIONS                                                    21308
    CONFIRM CURRENT                                                                    A      17.10.23                         ISSUE FOR REVIEW                                                FK         AE       KN       KR
    DRAWING REVISION
                                                                                                                                                                                                                                                                                                                  07048                                                                                 AND AUTO                                                                                                           DRAWING No.         REVISION
                                                                                                                                                                                                                                                                                                                  RPEQ
    http://docs.bornhorstward.com.au/revision/
                                                                                                                                                                                                                                                                                                 DATE 24.11.23            DATE 24.11.23
                                                                                                                                                                                                                                                                                                                                                                                                        RETAIL DEVELOPMENT                                                                                                 C0120                    B
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                                                                                                                                                                                                                                                                                                                                                                                                                                                    0       10    20     30            40   50                                 100       ORIGINAL SIZE A1