Amended Compiled Approved Plans for OPW20-0145 04 · OPW20/0145.04

                                                                                                                                                                                                                                                                                                                                                             NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                                                                                         OPW20/0145.02 18 MAR 2021

                                                                                                                                                                                                                                    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)
                                                                                                             M
                                                                                           C   P SW
                                                                                      00 R                   SW30
                                                    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                                                                  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
   E   26-11-20   REVISED AS PER COUNCIL RFI [5-11-20]                MM         CL                                                                                                                                                                       p 07 5443 8285
                                                                                      DESIGN CHECK
                                                                                                                                                  SCALE 1:250 A3
                                                                                                                                                                                                                (RPEQ 19358)
                                                                                                                                                                                                                                                                                         ABN 89 215 591 077
                                                                                                                                                                                                                                                          e [email protected] w www.barlowshelley.com.au
                                                                                                                                                                                                                                                                                                                      STORMWATER OUTLET DETAIL PLAN                                            SW30                   E
                                                                                                        CL

                                                                                      DATE             13-09-19
                                                                                                                    This drawing is not to be copied or amended without written permission from
                                                                                                                    Barlow Shelley Consulting Engineers
                                                                                                                                                                                                                                                          a PO Box 899, Maroochydore,4558                             SHEET 4 OF 4 [STRUCTURE 1/19]


Document Set ID: 21426255
Version: 1, Version Date: 24/03/2021