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SUPERSEDED Compiled Plans OPW20/0145.02

of 205

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                       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
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