RAL20 0017 Approved Plans · MCU22/0003

                                                                                                                                                                                                                                                                                                                              .       LEGEND
                                                                                                                                                                                                                                                                                                             APPROVED PLAN                                                PROPOSED SURFACE LEVELS
                                                                                                                                                                                                                                                                                                        RAL20/0017 & OPW20/0144                                           TOP OF RETAINING WALLS

                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                                          BOTTOM OF RETAINING WALLS

                                                                                                                                                                                                                                                                                                                                                                          PROPOSED EARTHWORKS CUT

                                                                                                                                                                                                                                                                                                             3 December 2020                                              PROPOSED EARTHWORKS FILL
                                                                                                                                                                                                                                                                                                                              .
                                                                                                                                                                                                                                                                                                                                                                          PROPOSED RETAINING WALL




                                                                                                                                                                      T
                                                                                                                                                                                                                                                                                                                                                                          PROPOSED EARTHWORKS BATTER




                                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                  | | | | | | | | | | | | | | | | |   |




                                                                                                                                                             U
                                                                                                                                                            O
                                                                                                                                                                                                                                                                                                                                                    4.2                   PROPOSED SURFACE CONTOURS




                                                                                                                                                           C
                                                                                                                                                    R
                                                                                                                                                                                                                                                                                                                                       X           SFX                    PROPOSED SEDIMENT FENCING




                                                                                                                                                   O
                                                                                                                                            YL
                                                                                                                                                                                                                                                                                                                                            CE                            CONSTRUCTION ENTRY / EXIT




                                                                                                                                          TA
                                                                                                                                                                                                                                                                                                                                                                          TEMPORARY PILED ROCK CHECK
                                                                                                                                                                                                                                                                                                                                                                          DAMS @ 30m CTS

                                                                                                                                                                                                                                                                                                                                            S.B.
                                                                                                                                                                                                                                                                                                                                                                          TEMPORARY SEDIMENT BASIN
                                                                                                                                                                                                       1 in 3                               2                                                                                                                             LOCATION (AS REQUIRED).
                                                                                                                       1                                                                               BATTER                              R07
                                                                                                                      R07                                                                              (TYPICAL)                                                                                                                                                          PROPOSED AREAS OF STABILISATION

                                                                                                                                                                                                                                                    EXISTING EARTH                                                                                 PP                     PROPOSED INLET PROTECTION
                                                                                                                                                                                                                                                    BUND TO BE
                                                                                                                                                                                                                                                    RETAINED                                                                                                              OVERLAND FLOW PATH
                                                                                                                                                                                                                                                                                                                                                                          TEMPORARY STOCKPILE.
                                                                                                                                                                                                                                                                                                                                             S.P.                         LOCATION (AS REQUIRED).




                                                                                            1 in 10 BATTER
                                                                                                  AT ENTRY


                                                                                             3
                                                                                            R07
                                                                                                                                                                    PP
                                                                                                                                                                                                      PROPOSED
                                                                                                                                                                                                      SHARED
                                                                                                                                                                                                      DRIVEWAY

                                                                             TEMPORARY
                                                                           CONSTRUCTION                                                              PROPOSED
                                                                                 ACCESS                                                              ROCK WALL                                                                  DIRTY WATER
                                                                                                                                                                                                                                DIVERSION

                                                                                                                                                                                                                                                                     BUND
                                                                                                                                                                                                                     PP


                                                                                                                                                                                        DIRTY WATER
                                                                              DIRTY WATER                                                                                               DIVERSION
                                                                             DIVERSION TO
                                                                                                                                           S.B.                                                      BUND
                                                                            SEDIMENT BASIN                                                                                                                                           PP

                                                          STABILISE BATTERS AND
                                                           ALL DISTURBED AREAS
                                                        IMMEDIATELY FOLLOWING                        PP
                                                        FINAL TRIMMING (TYPICAL)
                                                                                                                                                                                                             SILT FENCE
                                                                                                                                                       1 in 3
                                                                                                                                                                                                             (TYPICAL)
                                                                                                                                                       BATTER
                                                                                                                                                       (TYPICAL)
                                                                                                                                                                                                                                DRAINAGE
                                                                                                                                                                                                                                RESERVE

                                                                                         TYPE 'D' SEDIMENT BASIN
                                                                                   32m LONG x 10.7m W x 1.0m DEEP
                                                                                        SETTLING VOLUME = 228m3
                                                                                        STORGAE VOLUME = 114m3
                                                                                           TOTAL VOLUME = 342m3




                                                                                                                                                                                                                                                                                                             PROJECT:                                                                    JOB NUMBER
     REV DATE DESCRIPTION                                           BY    CHKD                                                                 SCALE                                                         APPROVED
                                                                                                                                                                                                                                                                                                                                                                                             2023
      A    05-06-20   ORIGINAL ISSUE                                 AD      CL
      B    14-10-20   RESPONSE TO INFORMATION REQUEST                AD      CL    DATUM                  AHD                                                                                                                                                                                                                                                                       SHEET:    5   OF   10
                                                                                                                  0             10              20             30              40              50m
                                                                                   DESIGN                 AD                                                                                                .................                                                                                                                                                       DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                             DRAWING TITLE:
                                                                                   DRAWN                  AD                                                                                         Director: CAMERON LANDRETH
                                                                                                                                             SCALE 1:1000 A3
                                                                                   DESIGN CHECK           CL                                                                                                  (RPEQ 19358)                       07 5443 8285
                                                                                                                                                                                                                                                                                                                                                                                         R05                B
                                                                                                                                                                                                                                                 [email protected]      www.barlowshelley.com.au
                                                                                                                 This drawing is not to be copied or amended without written permission from
Document Set ID: 21311509                                                          DATE              JUNE 2020   Barlow Shelley Consulting Engineers                                                                                             PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Version: 1, Version Date: 03/12/2020