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

                                                                                                                                                                                                                                                                        PROVIDE DN600 HEADWALL                                               NOOSA COUNCIL
                                                                                                                                                                                                                                                                                                                                             APPROVED PLAN
                                                                                                                                                                                                                                                                                    SINGLE CELL


                                                                                                                                                                                                                                                                                                                                         OPW20/0145.02 18 MAR 2021
                                                                                                                                                                                                                                           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
                                                                                           W
                                                          SL4.10                               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
                                                                                                                      2183m²




                                                                                                                                                                                                                                                                                      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                                                                       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
   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                                          SW29                   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 3 OF 4 [LOT 3]


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