Attachment 3- Civil Engineering Plans B prepared by Barlow Shelly

                                                                                                                                                                       4.1
                                                                                                                                                                     R2
           4.9




                                                                                                                                           4.95                                    R1
                                                                                                                                                                                     2
                                                                                                                                        R2
                                                                                                                                                                                                12.1




                                                                                                                                                                                                                 R24.1
                                                                                                          5.05
                               6.325




                                                           11
                                             2.55




                                                                                                                 5.05
                       6.325




                                                                                                                                                                                                                             R25
                                                                                                                                 R11
                                                           11




                                                                                                                                                                                                                                                               5
                                                                                                                                                            R30




                                                                                                                                                                                                                                                              4.9
                                                                                                                                                                                                R25
                                                                                                                                                      1




                                                                                                                                                                                                         1
                                                                                                                                                                               0
                                                                                                                                                                             R1




                                                                                                                                                                                                               2
                                                                                                                                                  2




                                                                                                                                                                                                                                                         5
                                                                                                                                                                                                                                                       4.9
                                                                                                                                            4.9




 LEGEND - NEW WORKS EXTENT
                                                                                                                                                            8.0

                       EXTENT OF AC SEAL


                       EXTENT OF FILL EARTHWORKS


                       EXTENT OF CUT EARTHWORKS

                       KERB & CHANNEL (B1 TYPE 450mm CHANNEL)

                       EXTENT OF 2m WIDE CONCRETE FOOTPATH
                                                                                                                  3.9
                                                                                                                        5

                       EXTENT OF COMMERICAL CONC. DRIVEWAY

                       ROAD CENTRELINE

                                                                                                                                                                                                                                                              PROJECT:             JOB NUMBER
REV DATE DESCRIPTION                   BY   CHKD                                                            SCALE                                                         APPROVED                                                                                                      1856
                                                    DATUM           AHD                                                                                                                                                                                                        SHEET:        OF
                                                    DESIGN          MM
                                                                               0             5.0             10             15              20              25m      .................                                                                                                  14        15


                                                                                                                                                                  Director: CAMERON LANDRETH                                                                  DRAWING TITLE:   DRAWING NUMBER      REV
                                                    DRAWN           MM
                                                                                                          SCALE 1:500 A3                                                    (RPEQ 19358)
                                                    DESIGN CHECK     CL
                                                                                                                                                                  DRAWING STATUS
                                                                                                                                                                                               07 5443 8285
                                                                                                                                                                                               [email protected]         www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                    R14
                                                                              This drawing is not to be copied or amended without written permission from
                                                    DATE           21-02-19                                                                                               FOR APPROVAL
                                                                              Barlow Shelley Consulting Engineers                                                                              PO Box 899, Maroochydore,4558 ABN 89 215 591 077