Approved Plan - OPW26/0079 (As Published)

                                                                                                                                                                                                                                                                                                                                                             STANDARD DRIVEWAY DETAILS - IPWEAQ PLAN RS-049


                             500                              1500




                                                     KERB TAPER
             SHEARWATER ST




                                                                                                                                                                                BOUNDARY CROSSOVER - MAX
                              CROSSOVER - MAX 3.0m




                                                                                                                     PROPOSED                                                                                                                                                                                                              AA

                                                                                                                                                                                                                                                                                                                                         WD-1.02
                                                                                                                     CROSSOVER                                                                                                                                     PROPOSED
                                                                                                               IN ACCORDANCE WITH                                                                                                                                  DRIVEWAY
                                                                                                               STANDARD DRIVEWAY
                                                                                                                   DETAILS REQ.                                                                                                                                          EXPOSED AGG
                                                                                                                     EXPOSED AGG




                                                                                                                                                                                        5.0m
                                                        KERB TAPER




                                                                                                                                                                                                                                                                                                                STRIP DRAIN
                                       500




                                                                                    REFER TO SECTION
                                            KERB LINE




                                                                                                                                                           LOT BOUNDARY
                                                                                       FOR LEVELS



               P01 DRIVEWAY CROSSOVER PLAN
                        1 : 50




                                                                                                                                                                                                                                                                BOUNDAR
                             L1 CEILING
                                                                                                              ROAD




                                                                                                                                                                                                                                                                SITE

                                                                                                                                                                                                                                                                Y
                             L1 JOINERY                                                                                         1500                                      1500                                                  500                  1500                               1500                                  3096                                            1500
                                                                                                                               1:8 RISE                                   1:40 RISE                                             1:20               1:20 FALL                           1:6 FALL                               1:4 FALL                                  ROLL UNDER
                                                                                                                                                                                                                                RISE



                                                                                                                                                                                FFL. 9.105 m
                                                                                                                                                                                                                                          FFL. 9.130 m    FFL. 9.055 m
                                                                                                                                                                                                           ABOVE KERB INVERT




                                                                                                                                     FFL. 9.068 m
                                                                                                                                                                                                                               1:20
                                                                                                   FFL. 8.880 m                                                       1:40                                                                         1:20
                                                                                                                                                                                                                                                                                             FFL. 8.805 m
                                                                                                                                     1:8                                                                                                                                               1:6
                                                                                                                                                                                250




                                                                                                                                                                                                                                                                                                                              1:4
                                                                                                                                                                                                                                                                                                                                             FFL. 8.031 m

                                                                                                                                                                                                                                                                                                                                                                                FFL. 7.800 m

                                                                                                                                                                                                                                                                                                                                                                                ROLL UNDER
                                                     7900
                                                     L1 FFL
                                                                                                                                                                                                                                                                                                                                                   NATURA
                                                                                                                                                                                                                                                                                                                                                            L GROUND                 STRIP DRAIN
                                                                                                                                                                                                                                                                                                                                                                       LINE




               AA DRIVEWAY SECTION
                        1 : 50
                                                                                                                                                                                                                                                                                                                                                                                                           0       0.5       1           1.5    2           2.5m

                                                            PROJECT                                                                TITLE                                                                                               NOTES                                                                                                                    ISSUE         DATE             AMENDMENT                 SCALE (at A3)              DRAWN
                                                                                                                                                                                                                                       • USE FIGURED DIMENSIONS. DO NOT SCALE FROM THE DRAWINGS. CONFIRM                                                                                                                 As indicated               BMR
                                                            18 SHEARWATER ST                                                       DRIVEWAY CROSSOVER DETAILS                                                                            ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION OR FABRICATION, ANY
                                                                                                                                                                                                                                         DISCREPENSIES TO BE NOTIFIED TO THE DESIGN AUTHORITY.
                                                            at PEREGIAN BEACH, QLD                                                                                                                                                     • CONTRACTOR TO CONFIRM ALL DIMENSIONS AND LEVELS ON SITE PRIOR TO                                                                                                                DATE                       CHECKED


                                                                                                                                                                                                                                                                                                              11.06.2026
                                                                                                                                                                                                                                         COMMENCEMENT OF ANY BUILDING WORKS                                                                                                                                                                      DC
                                                            CLIENT                                                                 PROJECT No,
                                                                                                                                                                                                                                       • IT REMAINS THE CONTRACTORS RESPONSIBILITY TO ENSURE COMPLIANCE                                                         NOOSA COUNCIL                                  N
                                                            RICHARD FORD                                                           23-021                                                                                                WITH ALL RELEVANT CODES AND REGULATIONS IS MAINTAINED AT ALL
                                                                                                                                                                                                                                         TIMES.SUBJECT TO LOCAL COVENANT & BUILDING APPROVAL.                                                                   APPROVED PLAN                                            ISSUE                 DRAWING No
                                                                                                                                                                                                                                       • REFER TO CONSULTING ENGINEERS' DRAWINGS FOR ALL CIVIL, STRUCTURAL,

                                                                                                                                                                                                                                                                                                                                                                                                                                   WD-1.02
                                                                                                                                                                                                                                         MECHANICAL, HYDRAULIC, & ELECTRICAL DETAILS                                                                        OPW26/0079 25 AUGUST 2026
                                                            ● Phone: 07 5493 2587   ● Email: [email protected]   ● Website: www.dcmbuildingdesign.com.au            ● QBCC: 15027404
Document Set ID: 24871459
Version: 1, Version Date: 17/06/2026