Attachment 2 - 1856-EW01_10

                                                                                                                                                                                                                                                                                                                                                                                                                    .00
                                                                                                                                                                                                                                                                                                                                                                                                                  12
LEGEND - EARTHWORKS                                                                                                                                                                                                                                                                                                                                JOINS PLAN 1856-EW09
          FH




                                 CUT EARTHWORKS



                                 FILL EARTHWORKS                                                                                                                                                                                                                                                                                                        LOT 23
                                                                                                                                                                                                                                                                                                                                                        2.61 Ha
                       50        EARTHWORKS LEVELS
                 3.1




                                                                                                                                                                                                                                                                                                                                                                                        .85 07
                                                                                                                                                                                                                                                                                                                                                                                      11 12.
                    50
                6.1




                                 RED DENOTES EXISTING SURFACE LEVEL                                                                                                                      FH


                                 BLACK DENOTES FINISH SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                           WA
                                                                                                                                                                                                           5
                                                                 FH
                                                                                                                                                                                                       8.8




                                                                                                                                                                                                                                                                                                                            LTE
                                                                                                                                                                                                           0
                                                                                                                                                                                                   8.5




                                                                                                                                                                                                                                                                                                                                RH
                                                                                                                                                                                                                                                   9 5
                                                                                                                                                                                                                                                8.6 9.4




                                                                                                                                                                                                                                                                                                                                  AY
                                                                                                                                                                                                                                                                                                                                     DR




                                                                                                                                                                                                                                                                                                                                                                                                         .25 57
                                                                                                                                                                                                                                                                                                                                                                                                       10 10.
                                                                                                                                                                                                                                                                                                                                       IVE
                                                                                                                                FH




                                                                                                                                                              8 0
                                                                                                                                                           7.9 8.0
                                                                                                                                                      FH
                                                                                                                                                                            0
                                                                                                                                                                        8.4 5




                                                                                                                                                                                                                                                                                                                                                                             .55 78
                                                                                                                                                                         .8 0




                                                                                                                                                                                                                                                                                     7 0




                                                                                                                                                                                                                                                                                                                                                                           10 10.
                                                                                                                                                                                                                                                                                  8.8 9.6




                                                                                                                                                                                                                                                                                                                                                                                              .30 65
                                                                                                                                                                                                                    LOT 2




                                                                                                                                                                                                                                                                                                                                                                                            10 10.
                                                                                                                                                                                                                    9422m²




                                                                                                                                                      EX




                                                                                                                                                                                      6 8
                                                                                                                                                         IS




                                                                                                                                                                                   8.1 8.4
                                                                                                                                                           TIN
                                                                                                                                                              GR
                                                                                                                                                                 OA
                                                                                                                                                                   D




                                                                                                                                                                                                                                                                          73 10
                                                                                                                                                                                                                                                                       8.7 10.
                                                                                                                                                                                        8.3 8.6 8.2 8.64
                                                                                                                                                                                                   7




                                                                                                                                                                                                                                                        78 30
                                                                                                                                                                                           2 4




                                                                                                                                                                                                                                                     8.6 10.
                                                                                                                                                                                                    0 0
                                                                                                                                                                                                 8.6 8.6
                                                                                                                                                  3 0
                                                                                                                                               8.4 8.6




                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                           21




                                                                                                                                                                                                                                     8.7
                                                                                                                                                                                                                                       8.7
                                                                                                                                                                                                                      0
                                                                                                                                                                                                                   8.4 3
                                                                                                                                                                                                                    8.6
                                                                                                                                                                                                                                                                                            D
                                                                                                                                                                                                                                                                                        OA
                                                                                                                                                                                                                                                                           IN     GR
                                                                                                                                                                                                                                                                  EX   IST




                                                                                                                                                                                                                                                                                                     3 3
                                                                                                                                                                                                                                                                                                  8.8 8.8
                                                                                                                                                                                                                                                                              5 2
                                                                                                                                                                                                                                                                           8.8 8.5
                                                                                                                                        3 0
                                                                                                                                     8.4 9.7




                                                                                                                                                                                                                                                       1 4
                                                                                                                                                                                                                                                    8.7 8.1
                                                                                                                                                                                                                              7 0                                  EARTHWORKS REQUIRED ON EXISTING
                                                                                                                                                                                                                           8.6 7.8
                                                                                                                                                                                                                                                                   ROAD NETWORK FOR SURFACE
                                                                                                                                                                                                                                                                   RE-PROFILING FOR KERB GRADIENTS




                                                                                                                                                                                                                                                                                                                                                                       E
                                                                                                                                                                                                                                                                                                                                                               HAY DRIV
                                                           LOT 3




                                                                                                                                                                                                                                                                                                                                                             WALTER
                                                           4.004 Ha
                                                                                                                                                                                                                                                                                             LOT 7
                                                                                                                                                                                                               0




                                                                                                                                                                            0
                                                                                                                                                                                                             8.2




                                                                                                                                                                        7.8                                     .53
                                                                                                                                                                                                                                                                                             2.963 Ha
                                                                                                                                                                                                               8
                                                                                                                                                                         4
                                                                                                                                                                       8.5




                                           JOINS PLAN 1856-EW07
                                                                                                                                                                                                                                                                                                                                  PROJECT:                                                                                    JOB NUMBER
REV DATE DESCRIPTION                        BY     CHKD DRAWN
                                                            I GDETAL
                                                                   IS                                            SCALE                                                           APPROVED                                                                                                                                         PROPOSED SUBDIVISION                                                                             1856
 A   13-09-19     FOR APPROVAL               MM     CL                                                                                                                                                                                                                                                                            AT NOOSA CIVIC, WALTER HAY DRIVE
                                                         DATUM           AHD                                                                                                                                                                                                                                                                                                                                              SHEET:    8   OF   10
                                                                                    0              10             20             30              40              50m
                                                                                                                                                                                                                                                                                                                                  FOR STOCKWELL PTY LTD
                                                         DESIGN         MM                                                                                                      .................                                                                                                                                                                                                                         DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                  DRAWING TITLE:
                                                         DRAWN          MM                                                                                             Director: CAMERON LANDRETH
                                                                                                               SCALE 1:1000 A3
                                                         DESIGN CHECK                                                                                                             (RPEQ 19358)                                                                  p 07 5443 8285                                                    EARTHWORKS LAYOUT PLAN 6 OF 8                                                            EW08                   A
                                                                         CL
                                                                                   This drawing is not to be copied or amended without written permission from                                                                                                  e [email protected] w www.barlowshelley.com.au
                                                         DATE           13-09-19   Barlow Shelley Consulting Engineers                                                                                                                                          a PO Box 899, Maroochydore,4558 ABN 89 215 591 077