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Civil plans

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                                                                                                                                                                                                                                                                                                           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


                                                                                                                                                                                                                                              BUND
                                                                                                                                                                                              PP
                                                    PROPOSED
                                                   SEWER MAIN


                                                                                                                                                                              BUND
                                                                                                                                                                                                              PP

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




                                                                                                                                                                                                                                                                                      PROJECT:                                                                JOB NUMBER
REV DATE DESCRIPTION                         BY      CHKD                                                               SCALE                                                         APPROVED                                                                                                                                                                    2023
 A   05-06-20   ORIGINAL ISSUE                AD       CL
                                                            DATUM                  AHD                                                                                                                                                                                                                                                                   SHEET:    5   OF   ..
                                                                                           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                A
                                                                                                                                                                                                                          [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
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