engineering

                                                                                                                                                                                                                                                                                                                                                                                                                                    EARTHWORKS LEGEND

                                                                                                                                                                                                                                                                                                                                                                                                                                                                          EARTHWORKS FILL




                                                                                                                                                                                                                                                                                              BO                                                                                                                                                                          EARTHWORKS CUT


                                                                                                                                                                                                                                                                                                                         TT                                                                                                                                               VERGE WORKS UNDER
                                                                                                                                                                                                                                                                                                                              LE                                                                                                                                          SEPARATE APPROVAL

                                                                                                                                                                                                                                                                                                                                  BR
                                                                                                          RIVE
                                                                                                                       NOOSA DRIVE VERGE EARTHWORKS
                                                                                                                           AND ROADWORKS BY OTHERS
                                                                                                                        UNDER SEPARATE WORKS PERMIT
                                                                                                                                                                                                                                                                                                                                      US                                                                                                                                  PROPOSED RETAINING WALL

                                                                                                                                                                                                                                                                                                                                        H
                                                                                                                                                                                                                                                                                                                                                  AV                                                                                            NS8.76                    EXISTING SURFACE LEVELS
                                                                                                        NOOSA D
                                                                                                                                                                                                                                                                                                                                                                                                                                                FL9.45                    PROPOSED SURFACE LEVELS
                                                                                                                                                                                                                                                                                                                                                         EN
                                                                                                                                                                                                                                                                                                                                                           UE                                                                                    FFL 43.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                 PAD 42.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          FINISHED FLOOR LEVEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          BUILDING PAD LEVEL


                                                                                                                                                                                                                                                                                                                                                                                                                                                TW 44.30                  TOP OF RETAINING WALL
                                                                                                                                                                                                                        NS 27.50                                                                                                                                                                                                                BW 43.50                  BOTTOM OF RETAINING WALL

                                                                                                                                                                                                                                                NS 27.90

                                                                                                                                                                                                                                                                                                                                                                                                                                                NS 41.66                  NATURAL SURFACE LEVEL

                                                                                                                                                                                TW 28.52                                                                                                                               TW 28.52
                                                                                                                                                                                BW 24.76                                                                                                                               BW 24.76

                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                         28.0                    NATURAL SURFACE CONTOURS
                                                                                                                                                                                                                                                                                                                                              TW 28.52                                                                                            S              EXISTING SEWER PIPE & MANHOLE
                                                                                                                                                                                                                                                                                                                                              BW 24.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                  W              EXISTING WATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                 SW              EXISTING STORMWATER PIPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                  T              EXISTING TELECOMMUNICATION
                                                                                                                                                                                                                                                                                                                                                                                                                                                  E              EXISTING OVERHEAD ELECTRICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                  T              EXISTING UNDERGROUND ELECTRICAL

                                                                                                                                                                                                                                                                                                                                                                                                                                                                 EXISTING KERB AND CHANNEL
                                                                                                                                                                                                                                                  FFL 25.06
                                                                                                                                                                                                                                                  PAD 24.76                                                                                                                                        TW 28.52
                                                                                                                                                                                                                                                                                                                                                                                                   BW 24.76


                                                                                                                                                                                                                                                                                                                                                                                                   NS 27.85




                                                                                                                                                            TW 25.26
                                                                                                                                                            BW 24.76




                                                                                                                                                                                                                                                                                                                                                                 TW 26.35
                                                                                                                                                                                                                                                                                                                                                                 BW 24.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                            APPROX. EARTHWORKS QUANTITIES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                              NATURAL SURFACE v BOXING
                                                                                                                                                                                                                                                                                                                                                                                                                                                               CUT -    900m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                               FILL -   40m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                               SPOIL    860m³
                                                                                                                                                                                                                                                                                                                                                                                                                                                               (SOLID VOLUME)
                                                                                                                                                        NS 24.70                    TW 25.12
                                                                                                                                                                                    BW 24.70

                                                                                                                                                                                                                                                                                                                                                                                                                               NOTE
a:\2308-75 noosa drv noosa heads\acad civil preliminary\2308 - da.dwg




                                                                                                                                                                                                                                                                                            TW 25.90                               NS 25.90                                                                                    · CUT AND FILL SHADING REPRESENTS EARTHWORKS
                                                                                                                                                                                                                                                                                            BW 24.76                                                                                                                             BETWEEN NATURAL SURFACE AND BOXING
                                                                                                                                                                                                                                                                                                                                                                                                                                 SURFACE LEVELS
                                                                                                                                                                                                                                                                                                                                                                                                                               · PAD LEVELS FOR ALL BUILDINGS 300mm BELOW FFL

                                                                                                                                                                                                                                                      Director:7736)
                                                                                                                                                                                                                                                      (RPEQ    TONY SHELLEY




                                                                                                                                                                                                                                                                                               Director:7736)
                                                                                                                                                                                                                                                                                               (RPEQ    TONY SHELLEY




                                                                                                                                                                                                                                                                                                                                                                                                              PROJECT:                                                            JOB NUMBER
                                                                        REV DATE DESCRIPTION                      BY     CHKD DRAWN
                                                                                                                                  I GDETAL
                                                                                                                                         IS                                               SCALE                                                      APPROVED                                                                                                                                                 PROPOSED MIXED USE DEVELOPMENT                                           2308
                                                                         A   04-07-23   INITIAL ISSUE             BK       JP                                                                                                                                                                                                                                                                                 AT 2 BOTTLEBRUSH AVENUE, NOOSA HEADS
                                                                         B   31-07-23   FOR APPROVAL              BK       JP   DATUM             AHD        0              2              4              6               8               10m                                                                                                                                                                                                                                SHEET:     4   OF   7
                                                                                                                                                                                                                                                                                                                                                                                                              FOR AJG PROPERTY DEVELOPMENT TRUST
                                                                                                                                DESIGN             JP
                                                                                                                                                                                                                                                   .................                                                                                                                                          DRAWING TITLE:                                                 DRAWING NUMBER          REV
                                                                                                                                DRAWN             BK                                     SCALE 1:200 A3
                                                                                                                                DESIGN CHECK
                                                                                                                                                                                                                                                    Director: TONY SHELLEY
                                                                                                                                                                                                                                                                                                                                        p 07 5443 8285                                                        EARTHWORKS LAYOUT PLAN                                             R04                 B
                                                                                                                                                   JL                                                                                                                         (RPEQ 7736)
                                                                                                                                                            This drawing is not to be copied or amended without written permission from                                                                                                 e [email protected] w www.barlowshelley.com.au
                                                                                                                                DATE           04-07-2023   Barlow Shelley Consulting Engineers                                                                                                                                         a PO Box 899 Maroochydore 4558 ABN 89 215 591 077