Stormwater Design Attachment 2 - 1856-SW01_SW30_E · OPW20/0145

                                                                                                                                                                                                                                                                                                                      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
            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   V                                            MM    CL                                                            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                   E
                                                                                                              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