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

                        H
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                            A
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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
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                                                                                                                                                                                                                                                                                                                                                                    L = 3D [D50 = 200mm]
                                                                                                                                                     D




                                                                                                                                                                                                                                                                                                                         2.7m
                                                                                                                                                       N




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




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                                                                                                               S
                                                                                                                                                                                                                             75




                                                                                                             U
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                                                                                                            B S
                                                                                                                                                                                                                                0
                                                                                                                                                                                                                                RC




                                                                                                          W  E S
                                                                                                                                                                                               AN




                                                                                                                                                                                                                                    P




                                                                                                         E
                                                                                                        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]


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