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SUPERSEDED Compiled Plans OPW20/0145.02

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Plans and drawings

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                      H
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                                             R                                                                                                                                                                                                                  CHASE OUTLET TO IL2.4 IN EXISTING
                                              IV                                                                                                                                                                                                                  GULLY & PROVIDE ROCK & PRESS
                                                E




                                                                                                                                                                                                                                                                                                                                                                                         BOUNDARY
                                                                                                                                                                                                                                                                 ROCK INTO INVERT OF DRAIN WITH
                                                                                                                                                                                                                                                                      EXCAVATOR BUCKET. PLACE
                                                                                                                                                                                                                                                              GEOTEXTILE OVER THE ROCK & PIN AS
                                                                                                                                                                                                                                                                   DIRECTED BY SUPERINTENDENT

                                                                                                                                                                                                                                                                                                                       PROVIDE DN900 HEADWALL
                                                                                                                                                                                                                                                                                                                                   SINGLE CELL
                                                                                                                                                                                                                              PROPOSED BIORETENTION BASIN
                                                                                                                                                                                                                                                                                                                                                                        FINISH SURFACE
                                                                                                                                                                                                                              REFER TO PLAN 1856-SW22 FOR
                                                                                                                                                                                                                              DETAILS


                                                                                                                                                                                                                                                                                                                                                 1
                                                                                                                                                                                                                                                      NATURAL SURFACE                                                                                     FLOW
                                                                                                                                                                                                                                                                                                                                                 5
                                                                                                                                                                                                                                                                                                                                        IL2.5
                                                                                                                                                                                                                                                                                                                        D50=200mm                    NEW DN900 RCP SW AT 0.12%
                                                                                                                                                                                                                                                                                                                            2.7mm
                                                                                                                                                                                                                                                                                     DATUM RL2.0




                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                      24

                                                                                                                      2                                                                                                                                                                                         STORMWATER SYSTEM 5 - SECTION K
                                     EXISTING BOX
                                                                                                                      5                                                     W                                                                                                                                                             SCALE 1:10 (A3)
                                  CULVERT & GULLY                                                                                                                 CP S
                                                                                                                                              N3          75 R
                                                                                                                                      NE   WD
                                                                                                       W
        PROVIDE CHILD PROOF SAFTEY                                                                PS
                                                                                                RC
      GRILL WITH HORIZONTAL SPACING                                                       900                                                                                 K
               NOT EXCEEDING 150mm                                                     DN
                                                                                 NEW                                                                                         SW28
                                                                                                                                                                                                                                                                                                                                                                  ENERGY DISSIPATER CALCULATION
                                  K                                                                        FH
                                                                                                                                                                                                                                                                                                                                                                  OUTLET VELOCITY = 1.0m/s
                                 SW28
                                                                             1                                                                                                                                                                                                                                                                                    PIPE SIZE = DN900 RCP
                                                                                                                                            N




                                                                             5
                                                                                                                                              EW




                                                                                                                                                                                                                                                                                                                                                                  L = 3D [D50 = 200mm]
                                                                                                                                                   D




                                                                                                                                                                                                                                                                                                                       2.7m
                                                                                                                                                     N




                                                                                                                                                                                                                                                                                                                                                                  ENERGY DISSIPATOR LENGTH = 3D x 0.900 = 2.7m
                                                                                                                                                       75
                                                                                                                                                          0
                                                                                                                                                            RC
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                                                                                                                                                                  SW




                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                                                                                                                                                                           1
                    CHASE OUTLET TO IL2.4 IN EXISTING
                      GULLY & PROVIDE ROCK & PRESS
                     ROCK INTO INVERT OF DRAIN WITH
                          EXCAVATOR BUCKET. PLACE




                                                                                                                                                                                                                                                                                           2.85m
                  GEOTEXTILE OVER THE ROCK & PIN AS                                       SHIFT EXISTING
                       DIRECTED BY SUPERINTENDENT                                        FH WHEN DOING
                                                                                             LIVE WORKS
                                                                                                                                                                                                                                                                                                                                                  NEW DN900 RCP SW AT 0.12%
                                                                                            CONNECTION

                                                          PROVIDE 300x225 RCBC
                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                  CP S
                                                                                                                                                                                                                          75 R
                                                                                                                                                                                                                     DN3
                                                                                                                                                                                                               NEW
                                                                                                                                                                                                                                                                                                                                                          NOOSA COUNCIL
                                                                                                                                                                                                    3
                                                                                                                   E                                                                                5                                                                                                                                                     APPROVED PLAN
                                                                                                                                                                                                                    N




                                                                                                                  R
                                                                                                                                                                                                                                                                                                                                                      OPW20/0145.02 18 MAR 2021
                                                                                                                                                                                                                     EW




                                                                                                                FI
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                                                                                                             S
                                                                                                                                                                                                                           75




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                                                                                                          B S
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                                                                                                                                                                                                                              RC




                                                                                                        W  E S
                                                                                                                                                                                             AN




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                                                                                                      N CC
                                                                                                                                                                                                                                   SW
                                                                                                                                                                                               N




                                                                                                        A                                                                                                                                                                                           STORMWATER SYSTEM 5 - ENERGY DISSIPATER DETAIL
     STORMWATER SYSTEM 5 - DETAIL PLAN
                                                                                                                                                                                                            DR




                                                                                                                                                                                                                                                                                                                                                SCALE 1:10 (A3)
                                            SCALE 1:250 (A3)
                                                                                                                                                                                                              IV
                                                                                                                                                                                                                E




                                                                                                                                                                                                                                                                                                                       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:   28   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
 F   10-12-2020   AMENDED LINE 24 BIO BASIN MINOR CHANGES              DTB       DTB   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                                                 SW28                   F
                                                                                                            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 2 OF 4 [STRUCTURE 1/5]
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