Approved Plans OPW20/145.06

                                                                                                                                                                                                                                                                                                                         D
                                                                                                                             JOINS PLAN 1856-SW10                                                                                                                                                                   OA
                                                                                                                                                                                                                                                                                                               GR
                                                                                                                                                                                                                                                   DN                                                     TIN




                                                                                                                                                                                                                                 DN750
                                                                                                                                                                                                                                                                                                   EXIS
                                                                                                                                                                                                           0
                                                                                                                                                                                                DN90                                                    45
                                                                                                                                                                                                                                                          0
                                                                                                            FOR STRUCTURE 1/19 OUTLET
                                                                                                         DETAIL REFER TO PLAN 1856-SW30
                                                                                                                                                                            1
                                                                                                                                                                                                                             1                                                                            4
                                                                                                                                                                           19
                                                                                                                                                                                                                            20                                                                           20




                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                                         N




                                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                         75




                                                                                                                                                                                                                                                                                                                                                                                 HAY DRIV
                                                                                                                                                                                                                                             0
                                                                                                                                                                                                                                               2
                                                                                                                                                                                                                                              20




                                                                                                                                                                                                                                                                                                                                                                               WALTER
                                                                                                                                                                                                                                                   DN
                                                                                                                                                                                                                                                                                     5




                                                                                                                                                                                                                                                    750
                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                    20
                                                                                                                                                                                                                                                                           75                 CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
                                                                                                                                                                                                                                                                         DN
                                                                                                                                                                                                                                                    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




                                                                                        NOOSA COUNCIL
                                                                                        APPROVED PLAN
                                                                                    OPW20/0145.02 18 MAR 2021


                                                                                                                             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                                                              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
               C
               D
                          21-09-20
                          16/10/20
                                      REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                                      REVISED AS PER COUNCIL RFI [29/09/20]
                                                                                   MM
                                                                                   MM
                                                                                          CL
                                                                                          CL
                                                                                                DESIGN             MM                                                                                                 .................                                                                                                                                                     DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                         DRAWING TITLE:
                                                                                                DRAWN              MM                                                                                            Director: CAMERON LANDRETH
               E          26-11-20    REVISED AS PER COUNCIL RFI                   MM     CL                                                                                                                                                                                  p 07 5443 8285
                F        10-12-2020   AMENDED LINE 24 BIO BASIN MINOR CHANGES      DTB    DTB   DESIGN CHECK
                                                                                                                                                         SCALE 1:1000 A3
                                                                                                                                                                                                                          (RPEQ 19358)
                                                                                                                                                                                                                                                                                                             ABN 89 215 591 077
                                                                                                                                                                                                                                                                              e [email protected] w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                                         STORMWATER LAYOUT PLAN 5 OF 8                       SW09                   F
                                                                                                                    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




Document Set ID: 21753628
                  21426255
Version: 1, Version Date: 12/01/2022
                          24/03/2021