Attachment 2 - 1856-W01_W17

                                                        VERGE               FOOTPATH
                                                                                                                       EXISTING CONCRETE FOOTPATH TO MATCH EXISTING
                                                                                                                       (DOWEL JOINTS TO EXISTING AS PER STANDARD
                               TOPSOIL 150mm THICK OR                                                                  DRAWING RS-065)
                               TO MATCH EXISTING
                                                                                                           F.S.L.




     SELECTED EXCAVATION MATERIAL                                                                      N12 DOWEL BAR EPOXY BONDED TO
     COMPACTED TO AS1289.5.1.1.                                                                        ORIGINAL CONCRETE AT 450mm CENTRES
     95% STANDARD COMPACTION.

                    WATER MARKER TAPE-W                                                           SELECTED EXCAVATION MATERIAL
                    CONTINUOUS WIRE CORE                                                          COMPACTED TO AS1289.5.1.1.
                                                                                                  100% STANDARD COMPACTION.

                                                                                             NEW DN100 OPVC PN16 WATERMAIN
                                                                                             NEW OD125 PE100 PN16 WATERMAIN



                                                                                             EMBEDMENT ZONE MATERIAL TO BE
                                                                                             IN ACCORDANCE WITH TABLE G2
                                                                                             OF AS2566.2.




                                                                                                                                                                                                                                                                              PROJECT:                               JOB NUMBER
REV DATE DESCRIPTION                                BY       CHKD DRAWN
                                                                      I GDETAL
                                                                             IS                                                 SCALE                                                      APPROVED                                                                           PROPOSED SUBDIVISION                        1856
 A   18-03-20   FOR APPROVAL                            MM      CL                                                                                                                                                                                                            AT NOOSA CIVIC, WALTER HAY DRIVE
                                                                     DATUM              AHD                                                                                                                                                                                                                      SHEET:   17   OF   17
                                                                                                   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                                             TYPICAL TRENCH                         W17                 A
                                                                                        CL
                                                                                                                                                                                                                   e [email protected] w www.barlowshelley.com.au
                                                                     DATE              18-03-20
                                                                                                  This drawing is not to be copied or amended without written permission from
                                                                                                  Barlow Shelley Consulting Engineers                                                                              a PO Box 899, Maroochydore,4558 ABN 89 215 591 077         DETAILS