1856-SW01_30_D Stormwater plans · OPW20/0145

                                                                                                                                                                                                                                CHASE OUTLET TO IL2.4 IN EXISTING
                                                                                                                                                                                                                                  GULLY & PROVIDE ROCK & PRESS
                                                                                                                                                                                                                                 ROCK INTO INVERT OF DRAIN WITH
                                                                                                                                                                                                                                      EXCAVATOR BUCKET. PLACE                                                                  PROVIDE FILL OVER NEW                 NATURAL SURFACE
                                                                                                                                                                                                                              GEOTEXTILE OVER THE ROCK & PIN AS                                                                     DN900 SW PIPE AS
                                                                                                                                                                                                                                   DIRECTED BY SUPERINTENDENT                                                                               REQUIRED
                                                                                                                                                                                                                                                                                  PROVIDE DN900 HEADWALL
                                                                                                                                                                                                                                                                                              SINGLE CELL
                                                                                                                                                                                                                                                                                                                                            CE
                                                                                                                                                                                                                                                                                                                                         RFA
                                                                                                                                                                                                                                                                                                                                     H SU
                                                                                                                                                                                                                                                                                                                                FINIS

                                                                     PROVIDE FILL OVER NEW
                                                                          DN900 SW PIPE AS
                                                                                  REQUIRED                                                                                                                                                                                                                      1
                                                                                                                                                                                                                                         NATURAL SURFACE                                                                    FLOW
                                                                                                                                                                                                                                                                                                               19
                                                                                                                                                                                                                                                                                                    IL2.5
                                                                                                                                                                                                                                                                                   D50=200mm                            NEW DN900 RCP SW AT 0.12%
                                                                                                                                                                                                                                                                                       2.7mm
                                                                                                                                                                                                                                                                                                                        DATUM RL5.0
      PROVIDE CHILD PROOF
         SAFTEY GRILL WITH
       HORIZONTAL SPACING
      NOT EXCEEDING 150mm
                                                                                                                                                                                                                                                                                                            STORMWATER SYSTEM 19 - SECTION M
                                                                                                                                                                                                                                                                                                                                        SCALE 1:10 (A3)
                                                                                             W           M
                                                                                        CP S             SW30
                                                                                    00 R
                                                  1                            DN9
                                                                         NEW
                                                 19

                                                                                                                                                                                                                                                                                                                                                             ENERGY DISSIPATER CALCULATION
                       M
                       SW30                                                                                                                                                                                                                                                                                                                                  OUTLET VELOCITY = 1.0m/s
                                                                                                                                                                                                                                                                                                                                                             PIPE SIZE = DN900 RCP

                                                                                                                                                                                                                                                                                                                                                             L = 3D [D50 = 200mm]
                                                                                                                                                                                                                                                                                                                    2.7m                                     ENERGY DISSIPATOR LENGTH = 3D x 0.900 = 2.7m

                                                        CHASE OUTLET TO IL2.4 IN EXISTING
                                                        GULLY & PROVIDE ROCK & PRESS
                                                        ROCK INTO INVERT OF DRAIN WITH                                                                                                                                                                                                                              5
                                                        EXCAVATOR BUCKET. PLACE                                                                                                                                                                                                                                         1
                                                        GEOTEXTILE OVER THE ROCK & PIN AS
                                                        DIRECTED BY SUPERINTENDENT




                                                                                                                                                                                                                                                                                        2.85m
                                                                                                                                                                                                                                                                                                                                             NEW DN900 RCP SW AT 0.12%




                                                                                                                                                                                                                                                                                                STORMWATER SYSTEM 19 - ENERGY DISSIPATER DETAIL
                                                                  STORMWATER SYSTEM 19 - DETAIL PLAN                                                                                                                                                                                                                                       SCALE 1:10 (A3)
                                                                                             SCALE 1:250 (A3)


                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                    JOB NUMBER
REV DATE DESCRIPTION                                               BY     CHKD DRAWN
                                                                                   I GDETAL
                                                                                          IS                                                  SCALE                                                        APPROVED                                                                                                 PROPOSED SUBDIVISION                                                             1856
 A   13-09-19   FOR APPROVAL                                        MM         CL                                                                                                                                                                                                                                   AT NOOSA CIVIC, WALTER HAY DRIVE
 B   24-08-20   REVISED STORMWATER ALIGNMENT                        MM         CL   DATUM           AHD                                                                                                                                                                                                                                                                                     SHEET:   30   OF   30
                                                                                                                 0             2.5              5             7.5             10              12.5m
                                                                                                                                                                                                                                                                                                                    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
                                                                                                                                              SCALE 1:250 A3                                                                                           p 07 5443 8285                 ABN 89 215 591 077
                                                                                    DESIGN CHECK                                                                                                            (RPEQ 19358)                               e [email protected]  w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                    STORMWATER OUTLET DETAIL PLAN                                            SW30                   D
                                                                                                    CL
                                                                                                                This drawing is not to be copied or amended without written permission from                                                            a PO Box 899, Maroochydore,4558                              SHEET 4 OF 4 [STRUCTURE 1/19]
                                                                                    DATE           13-09-19     Barlow Shelley Consulting Engineers