RFI - Amended civil plans

                                                                                                                                                                                                                                                                                                                            LEGEND
                                                                                                                                                                                                                                                                                                                                                                PROPOSED SURFACE LEVELS
                                                                                                                                                                                                                                                                                                                                                                TOP OF RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                BOTTOM OF RETAINING WALLS

                                                                                                                                                                                                                                                                                                                                                                PROPOSED EARTHWORKS CUT

                                                                                                                                                                                                                                                                                                                                                                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
                                                                             DATE              JUNE 2020   Barlow Shelley Consulting Engineers                                                                                             PO Box 899, Maroochydore,4558 ABN 89 215 591 077