Attachment 2 -1856-SW01_SW30

                                                                                                                                                                                                                                                                                                        D
                                                                                                         JOINS PLAN 1856-SW10                                                                                                                                                                        OA
                                                                                                                                                                                                                                    DN                                                       IN GR
                                                                                                                                                                                                                                                                                         IST




                                                                                                                                                                                                            DN750
                                                                                                                                                                            D   N900                                                   4   50                                       EX
                                                                                        FOR STRUCTURE 1/19 OUTLET
                                                                                     DETAIL REFER TO PLAN 1856-SW30
                                                                                                                                                        1
                                                                                                                                                                                                        1                                                                                  4
                                                                                                                                                       19
                                                                                                                                                                                                       20                                                                                 20




                                                                                                                                                                                                                    D
                                                                                                                                                                                                                    N




                                                                                                                                                                                                                                                                                                                                                                    DRIVE
                                                                                                                                                                                                                        75
                                                                                                                                                                                                                           0




                                                                                                                                                                                                                                                                                                                                                                       HAY
                                                                                                                                                                                                                                2
                                                                                                                                                                                                                               20




                                                                                                                                                                                                                                                                                                                                                                WALTER
                                                                                                                                                                                                                                    DN
                                                                                                                                                                                                                                                                        5




                                                                                                                                                                                                                                     750
                                                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                                              750
                                                                                                                                                                                                                                                           DN                 CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
                                                                                                                                                                                                                                     3                                        GRADE INLET OF STORMWATER STRUCTURE
                                                                                                                                                                                                                                                DN750              4          5/20 (REFER TO LONGITUDINAL SECTION FOR
                                                                                                                                                                                                                                    20
                                                                                                                                                                                                                                                                              INLET INVERT LEVEL
                                                                                                                                                                                                                                                                  20




                                                                                                                                                                                                                                                  ROAD C
                                                                                                                                                      FOR ROAD B TREE PIT DETAIL                                                                                             PROVIDE CHILD PROOF SAFTEY
                                                                                                                                                   PLAN REFER TO PLAN 1856-SW26                                                                                              GRILL WITH HORIZONTAL SPACING
                                                                                                                                                                                                                                                                             NOT EXCEEDING 150mm




                                                                                                         LOT 3
                                                                                                         4.004 Ha
JOINS PLAN 1856-SW05




                                           ATTENTION: STORMWATER PIPES
                                           ALL STORMWATER PIPES ARE TO BE
                                           REINFORCED CONCRETE PIPES (RCP)
                                           WITH RRJ JOINTS UP TO DN750 THERE
                                           AFTER TO BE FLUSH JOINT (FJ)

                                                                                                                                                                                                                                                                             LOT 7
                                           ATTENTION:
                                           IT IS THE CONTRACTORS RESPONSIBILITY                                                                                                                                                                                              2.963 Ha
                                           TO NOTIFY THE ADJACENT PROPERTY
                                           OWNERS PRIOR TO ANY WORKS
                                           COMMENCING ONSITE


                                           CAUTION:
                                           EXISTING SERVICES THE CONTRACTOR IS
                                           TO DETERMINE THE EXACT LOCATION OF




                                                                                                                                                                                                                                                                                                                                                        E
                                                                                                                                                                                                                                                                                                                                                     HAY DRIV
                                           ALL EXISTING SERVICES IN THE VICINITY
                                           OF THE PROPOSED WORKS PRIOR TO THE
                                           START OF ANY CONSTRUCTION. THE COST
                                                                                                                                                                                                 C




                                           OF ANY RECTIFICATION WORKS DUE TO
                                                                                                                                                                                               AD




                                           DAMAGE TO EXISTING SERVICES SHALL BE




                                                                                                                                                                                                                                                                                                                                                   WALTER
                                           BORNE BY THE CONTRACTOR.
                                                                                                                                                                                             RO




                 JOINS PLAN 1856-SW05
                                                                                                                                                                                                                                                                                                                          PROJECT:                                               JOB NUMBER
 REV DATE DESCRIPTION                                            BY   CHKD DRAWN
                                                                               I GDETAL
                                                                                      IS                                               SCALE                                                        APPROVED                                                                                                              PROPOSED SUBDIVISION                                        1856
            A          19-02-20   FOR APPROVAL                   MM    CL                                                                                                                                                                                                                                                 AT NOOSA CIVIC, WALTER HAY DRIVE
            B          24-08-20   REVISED STORMWATER ALIGNMENT   MM    CL   DATUM              AHD                                                                                                                                                                                                                                                                           SHEET:    9   OF   30
                                                                                                          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                                                                                                          p 07 5443 8285                 ABN 89 215 591 077
                                                                            DESIGN CHECK                                                                                                             (RPEQ 19358)                                             e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                          STORMWATER LAYOUT PLAN 5 OF 8                       SW09                   B
                                                                                                CL
                                                                                                         This drawing is not to be copied or amended without written permission from                                                                          a PO Box 899, Maroochydore,4558
                                                                            DATE              13-09-19   Barlow Shelley Consulting Engineers