20220007 Driveway Crossover Layout

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       LEGEND


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EXISTING STORMWATER PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEW STORMWATER PIPE

                                                                                         4.7m WIDE DRIVEWAY CROSSOVER
                                                                                         TYPICALLY AS PER NSC STD RS-056.                                                                                                                                                                                                                                                                                                                          NEW Ø300mm STORMWATER PIPE                                                                                                     NEW GRAVEL DRIVEWAY
                                                                                         MIN 125MM COMPACTED GRAVEL                                                                                                                                                                                                                                                                                                                                CROSSING WITH CONCRETE HEADWALLS
                                                                                                     PAVEMENT (TYPE 2.1)


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  NEW BUILDING



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  STONE PITCH SCOUR PROTECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                     5
                                                                                                                                                                                                                                                                                                                                                                                                                                13
                                                                     EXISTING PIPED CROSSING                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NOTE:
                                                                                                                                                                                                                                                                                                                                                                                                                                                       D
                                                                                                                                                                                                                                                                                                                                                                                                                                               I N ROA                                                                                                         THE FEATURES AND DETAILS SHOWN IN THE PLAN ARE
                                                                                                                                                                                                                                                                                                                                                                                                                                            TA
                                                                                                                                                                                                                                                                                                                                                                                                                                 YM      OUN                                                                                                                   BASED ON SITE VISITS, AERIAL IMAGERY AND LIDAR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               TOPOGRAPHY OF THE SITE AND ARE INDICATIVE ONLY.
                                                                                                                                                                                                                                                                                                                                                                                                                      RO
                                                                                                                                                                                                                                                                                                                                                                                                                  COO
     145

                                      EARTH LOCALLY SHAPE TO DRAIN                                                                                                                                                                                                                                                                                      4.7m
                                       TOWARDS NEW PIPE CROSSING




                                       PROVIDE 1m LENGTH OF STONE
                                         PITCH TO INLET TO PREVENT
                                                             SCOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING STRUCTURES AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRIVEWAY
                                                                                                                                                                                                                                                                                                 shs
                                                                                                                                                                                                                                                                                                  x 75
                                                                                                                                                                                                                                                                                                       75




                                                                                                                                                                                                                    75
                                                                                                                                                                                                             x 75
                                                                                                                                                                                                       shs




                                                                                                                                                                                75
                                                                                                                                                                         x 75
                                                                                                                                                                   shs




                                                                                                                                                                                                                                                       shs
                                                                                                                                                                                                                                                x 75
                                                                                                                                                                                                                                           75




                                                                                                                                                                                                 shs
                                                                                                                                                                                          x 75
                                                                                                                                                                                     75
                                                                                                                                                                                                                                                                                                                                  shs
                                                                                                                                                                                                                                                                                                                                   x 75
                                                                                                                                                                                                                                                                                                                                        75
                                                                                                                                                                                                                                                                                                                        sh
                                                                                                                                                                                                                                                                                                                        s5
                                                                                                                                                                                                                                                                                                                         7x
                                                                                                                                                                                                                                                                                                                             57
                                                                                                         sh
                                                                                                         s5
                                                                                                          7x
                                                                                                              57




                                                                                                                                                                                                                                                                                                             75
                                                                                                                                                                                                                                                                                                              x 75
                                                                                                                                                                                                                                                                                                                  shs




                                                                                                                                                                                                                                                                                           shs
                                                                                                                                                                                                                                                                                    x 75
                                                                                                                                                                                                                                                                               75
                                                                                                                    75
                                                                                                                     x 75
                                                                                                                         shs




                                                                                                                                                                                                                                                                         shs
                                                                                                                                                                                                                                                                  x 75
                                                                                                                                                                                                                                                             75




                                                                                                                                            75
                                                                                                                                     x 75
                                                                                                                               shs




                                                                                                                                                                                                                                     shs
                                                                                                                                                                                                                              x 75
                                                                                                                                                                                                                         75




                                                                                                                                                 75
                                                                                                                                                      x 75
                                                                                                                                                             shs




                                                                                                                                                                                                                                                                                                                                                                                                                              INDICATIVE INTERNAL
                                                                                                                                                                                                                                                                                                                                                                                                                              GRAVEL DRIVEWAY LAYOUT


                                                                                        130




                                                           NEW BUILDINGS (APPROXIMATE
                                                                       LOCATION ONLY)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        120




                                                                                           North Point             Approved                                                                                                                                                                                                                                                                                                                                                                                  Project Address            Title
                                                                                                                   BEN PARRY
                                                                                                                   RPEQ 28084                                                                                                                                                                                                                                                                                                                                                                                498 COOROY MOUNTAIN ROAD   DRIVEWAY CROSSOVER
                                                                                               N
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             COOROY MOUNTAIN 4563       LAYOUT PLAN
                                                                                                                   For and on behalf of RECOR Pty Ltd.
                                                                                                                   Scale                                                                                                                                                                                                                                                                      ENGINEERING + PROJECT MANAGEMENT                                                                               Client Details             PROJECT NAME:            Project Number                                  Sheet Size
                                                                                                                                                                                                                                                                                                                                                                                              SUNSHINE COAST | BRISBANE | SYDNEY
                                                                                                                                                                                                                                                                                                                                                                                             www.recorconsulting.com | ABN 89 647 469 707                                                                    KATHLEEN O'GRADY           PROPOSED RESIDENTIAL     20220007                                          A1
 A    16.05.23   FOR APPROVAL                                           BP       BP
                                                                                                                                                                                                                                                                                                                                             AS SHOWN     COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This                                              DEVELOPMENT              Drawing Number                                   Revision

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 001                                                A
                                                                                                                                                                                                                                                                                                                                                        drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in

Rev    Date              Revision Description                        Drawn Check                                                                                                                                                                                                                            DO NOT SCALE, IF IN DOUBT ASK                                                                             the revision description.