Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145

                                                                                                                                                                                                                                                                                                               D
                                                                                                                           JOINS PLAN 1856-SW10                                                                                                                                                             OA
                                                                                                                                                                                                                                                                                                     GR
                                                                                                                                                                                                                                             DN                                                   TIN




                                                                                                                                                                                                                              DN750
                                                                                                          FOR STRUCTURE 1/19 OUTLET
                                                                                                                                                                                              DN900                                               45
                                                                                                                                                                                                                                                     0                                     EXIS
                                                                                                       DETAIL REFER TO PLAN 1856-SW30




                                                                                                                                                                                                                                      DN




                                                                                                                                                                                                                                                                                                                                                                   E
                                                                                                                                                                                                                                        75




                                                                                                                                                                                                                                                                                                                                                                 HAY DRIV
                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                               WALTER
                                                                                                                                                                                                                                             DN
                                                                                                                                                                                                                                                75
                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                      75              CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
                                                                                                                                                                                                                                                                    DN
                                                                                                                                                                                                                                                                                      GRADE INLET OF STORMWATER STRUCTURE
                                                                                                                                                                                                                                                         DN750                        5/20 (REFER TO LONGITUDINAL SECTION FOR
                                                                                                                                                                                                                                                                                      INLET INVERT LEVEL




                                                                                                                                                                                                                                                           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 17 DEC 2020


                                                                                                                           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                                                                                                                                                        1856
              A         19-02-20    FOR APPROVAL                                 MM     CL
              B         24-08-20    REVISED STORMWATER ALIGNMENT                 MM     CL    DATUM              AHD                                                                                                                                                                                                                                                        SHEET:   9   OF   30
                                                                                                                               0          10              20             30              40              50m
             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                                                             SCALE 1:1000 A3                                                                                                p 07 5443 8285                 ABN 89 215 591 077
              F        10-12-2020   AMENDED LINE 24 BIO BASIN MINOR CHANGES      DTB    DTB   DESIGN CHECK        CL                                                                                                    (RPEQ 19358)                                  e [email protected] w www.barlowshelley.com.au                                               SW09                  F
                                                                                                                           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