1856-SW01_30_D Stormwater plans · OPW20/0145

                                                                                                                                                                                                                                                                   PROVIDE DN600 HEADWALL
                                                                                                                                                                                                                                                                               SINGLE CELL




                                                                                                                                                                                                                                     CHASE OUTLET TO IL2.8 IN EXISTING
                                                               EXISTING                                                                                                                                                                GULLY & PROVIDE ROCK & PRESS
                                                                                                                                                                                                                                      ROCK INTO INVERT OF DRAIN WITH
                                                               GULLY                                                                                                                                                                       EXCAVATOR BUCKET. PLACE
                                                                                                                                                                                                                                   GEOTEXTILE OVER THE ROCK & PIN AS
                                                                                                                                                                                                                                        DIRECTED BY SUPERINTENDENT




                                                                                                                                                                                                                                                                                 BOUNDARY
                                                                                                                                                                                                 LOT 3                              NATURAL SURFACE
                                                                                                                                                                                                 4.004 Ha
        L                                                                                                                                                                                                                                                                                                      FLOW
     SW                                                                                                                                                                                                                                                                                 IL2.8
        29
                                                                                                                                                                                                                                                                         D50=200mm                  NEW DN600 RCP SW AT 0.5%
                                                                                                                                                                                                                                                                            1.8m

                                                                                                                                                                                                                                                              DATUM RL2.0
                                                                                                                     FIELD INLET PIT
                                                                                                                     1.2x1.2
                                                                                                                     GRATED LID
                                                                                                                     SL4.50
                                                                                                                     IL2.900
                                               DN600 HEADWALL                                                        DEPTH 1.60
                                                   SINGLE CELL                         NE
                                                         SL4.10                          W
                                                                                             DN                                                                                                                                                                                                 STORMWATER SYSTEM - SECTION L
                                                          IL2.80                               60
                                                                                                 0
                                                                                                     RC
                                                                                                                                                                                                                                                                                                                      SCALE 1:10 (A3)
                                                     DEPTH 1.30
                                                                                                       P
                                                                                                           SW




                                                                                                                                          L                                                                                                                                                                                                ENERGY DISSIPATER CALCULATION
                                                                                                                                     SW
                                                                                                                                          29
                                                                                                                                                                                                                                                                                                                                           OUTLET VELOCITY = 2.0m/s
                                                                                                                                                                                                                                                                                                                                           PIPE SIZE = DN600 RCP

                                                                                                                                                                                                                                                                                                                                           L = 3D [D50 = 200mm]

                                                                                                                                                                                                                                                                                                                                           ENERGY DISSIPATOR LENGTH = 3D x 0.600 = 1.8m


                                                                                                                                                                                                                                                                                                        1.8m




                                                                                                                                                                                                                                                                                                          5
                                                                                                                                                                                                                                                                                                               1




                                                                                                                                                                                                                                                                                  2.225m
                                                                                                                                                                                                                                                                                                                         NEW DN600 RCP SW AT 0.5%
                                                                                                                LOT 4
                                                                                                                2365m²




                                                                                                                                                                                                                                                                                STORMWATER SYSTEM - ENERGY DISSIPATER DETAIL
     STORMWATER SYSTEM 16 - 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:   29   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                                          SW29                   D
                                                                                                     CL
                                                                                                                This drawing is not to be copied or amended without written permission from                                             a PO Box 899, Maroochydore,4558                             SHEET 3 OF 4 [LOT 3]
                                                                              DATE               13-09-19       Barlow Shelley Consulting Engineers