Attachment 2 - 1856-Stormwater Rev. F

                                                                                                                           JOINS PLAN 1856-SW10                                                                                                                                                                        AD
                                                                                                                                                                                                                                                                                                                     RO
                                                                                                                                                                                                                                                  DN                                                       TI   NG




                                                                                                                                                                                                                              DN750
                                                                                                                                                                                              DN90
                                                                                                                                                                                                   0                                                 4   50                                        E   XIS
                                                                                                          FOR STRUCTURE 1/19 OUTLET
                                                                                                       DETAIL REFER TO PLAN 1856-SW30
                                                                                                                                                                          1
                                                                                                                                                                                                                          1                                                                                4
                                                                                                                                                                         19
                                                                                                                                                                                                                         20                                                                               20




                                                                                                                                                                                                                                      D
                                                                                                                                                                                                                                       N




                                                                                                                                                                                                                                                                                                                                                                                   Y DRIVE
                                                                                                                                                                                                                                       75
                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                              2




                                                                                                                                                                                                                                                                                                                                                                                      HA
                                                                                                                                                                                                                                             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




                                                                                                                           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
            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                                                                                                             (RPEQ 19358)                                           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