Compiled Approved Plans MCU18-.010120, RAL18-0013.01, OPW18-0197.01 · MCU18/0120.01

                                                              BALUSTRADE / FENCE TO TOP OF WALL




                                                        TOW 120.05
                                        F.S.L.
                                                                              50mm CANE MULCH AND JUTE NETTING




                                                                                                                                                               RP BOUNDARY
                                                                                                                                                                                                                                                                                                                              PROVIDE LOCKING                            C.I. CAP TO EXTEND
                                                                              TO BATTER AND FILTER SURFACE FOR
                                                                                                                                                                                                                                                                                                                              FUNCTION OR SECURE                         APPROX. 150mm ABOVE
                                                                              ESTABLISHMENT PERIOD
                                                                                                                                                                                                                                                                                                                              CAP WITH SCREWS                            BASIN SURFACE
                                                                                          MACROPHYTE PLANTING TO
                                                                                          FILTER MEDIA SURFACE. (REFER
                                                                                          LANDSCAPE PLANS)
                                                                                                                                              300mm EXTENDED
                                                                                                                                                                                                                                                                                                                                                                                  SUBSOIL DRAIN CLEANOUT - PVC PIPE
                                                                                                                                              DETENTION DEPTH




                                                                                                                        0.3m
                                                                                                                                                                                                                                                                                                                                                                                  (NON SLOTTED) AND CONNECTOR
                                                                                                                                                           TOW 118.40                                                                                                                                                                                                             CLEANOUTS AT HEAD OF SUBSOIL
                                                                                                                                                                                      N.G.L.
                                                                                                                                                                                                                                                                                                                                                                                  DRAIN
                                                                                                                                                                             BIDIM GEOFABRIC LINING TO BASE AND SIDES.
                                                                                                                                                                             PINNED TO WALL AND FOLDED BACK TO FILTER
                                                                                    FILTER SURFACE RL 117.80                                                                 MEDIA AS SHOWN (REFER IPWEAQ-WSUD-001 DETAIL)

                                                                                                                                                                             BIORETENTION BASIN
                                                                                                                                                                             0.50m DEEP SANDY LOAM FILTER MEDIA                                                                                                                    CLEANOUT POINT DETAILS
                                                                                                                                                                             0.10m DEEP COARSE SAND LAYER                                                                                                                                      IN ACCORDANCE WITH IPWEA DS -70
                                                                        RL117.00                                                                                             0.2m DEEP 5mm NOMINAL GRAVEL DRAINAGE LAYER
                                                                                                                                                                                                                                                                                                                                   NOT TO SCALE
                                                                                                                                                                                                                                                                                                                                   UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR
                                                                                                                                                                                                                                                                                                                                   APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY
                                                                                                                                                                              SECTION                         A                                                                                                                    PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
                                                                                                                                                                              SCALE 1:100                    R08                                                                                                                   FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES
                                                                                                                                                                                                                                                                                                                                   SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
                                                                                                                                                                                                                                                                                                                                   WATERTIGHT SEAL.




                                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                                100 300        300 100
                                                                                                  GEOFABRIC SKIRT TO PERIMETER                                                                                                                                                                                                                                                          M12 NUT AND L.S. WASHER




                                                                                                                                                                                                                                                                                                                                                                             50
                                                                                                                                                                                                                                                                                                                                                           100
                                                                                                                                                                                                                                                                                                                                  75
                                                                                                  OF OVERFLOW RISER PIT
                                                                                                                                                                                                                                                                                                                                                                                               PIT SURFACE LEVEL
                                            ELEVATED GRATE AS PER IPWEAQ                                             300mm EXTENDED




                                                                                                                                                                                                                                                                                                                                         135




                                                                                                                                                                                                                                                                                                                                                                                  100
                                                                                                                                                                                                                                                                                                                                                                       150
                                            DS-050 TYPE 1 (NO CONCRETE                                               DETENTION DEPTH                                                                                                                                                                                                                                                          M12 GALV
                                                                                                      0.3m




                                            APRON SURROUND                                                                                                                                                                                                                                                                                                                  600               BOLT 150 LONG




                                                                                                                                                                                                                                                                                                          850
                                                                                                                                                                                                                                                                                                                                                                 100               100
                                                                                                                                                                                                                                                                                                                                                                       SECTION A-A            EMBEDDED 115




                                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                  BIORETENTION BASIN
                                                                                                                                                  0.50m DEEP SANDY LOAM FILTER MEDIA                                                                                                                                   PLAN
                                                                                                                                                  0.10m DEEP COARSE SAND LAYER                                                                                                                                  GRATE OMITTED FOR CLARITY
                                                                                                                                                  0.2m DEEP 5mm NOMINAL GRAVEL DRAINAGE LAYER
                                                                                                                                                                                                                                                                                                                                         RAISED GRATE
                                                                                                                                                                                                                                                                                                                                           N.T.S.

                                                                                                        BIORETENTION BASINS
                                            BIORETENTION BASINS




                                         BIO OVERFLOW RISER DETAIL
                                         SCALE 1:100                                                                                                                                                                                                                                                            1v:3h VEGETATED BATTER
                                                                                                                                                                                                                                                                                                                                                        TOW 120.25
                                                                                                                                                                                                                                                                  TOW 119.40
                                                                                                                                                                                                  RL119.20                                                                                                         RL119.00
                                                                                                                                                                                                                              RL 118.40
                                                                       TOW118.40                                                                                                                                                                                                                                                                                                  CONCRETE BLOCK RETAINING
                                                                                                                                                  RL117.80
                                                                                                                                                                                                                                                                                                                                                                                  WALL (DESIGN AS PER APPROVED
                                                                                                                                                                                                                                                                                                                                                                                  DRAWING 18-0165-C01 BY HR
                                                                                                                                                                                                                                                                                                                                                                                  DESIGN) - MAX 3m HIGH
                                                         -
                   NOOSA COUNCIL
                   APPROVED PLAN                                                                                                                                                                                             SECTION                               B
                                                                                                                                                                                                                             SCALE 1:200                          R08
      MCU18/0120.01 RAL18/0013.01 OPW18/0197.01
                  1 FEBRUARY 2021
                                                                                                                                                                                                                                                                                             PROJECT:                                                                                               JOB NUMBER
     REV DATE DESCRIPTION                                         BY   CHKD                                                                   SCALE                                                  APPROVED                                                                                BIORETENTION BASINS                                                                                         1941
      A   28/09/2020   FOR MINOR CHNAGE APPROVAL                  CL     CL                                                                                                                                                                                                                  5 TAYLOR COURT, COOROY
                                                                                 DATUM                AHD                                                                                                                                                                                                                                                                                       SHEET:   3    OF   6
                                                                                                                                                                                                                                                                                             FOR HASS HOLDINGS
                                                                                 DESIGN               CL
                                                                                                                                         AS NOTED
                                                                                                                                                                                                   .................                                                                         DRAWING TITLE:                                                                                     DRAWING NUMBER         REV
                                                                                 DRAWN                CL
                                                                                                                                                                                               Director: CAMERON LANDRETH
                                                                                 DESIGN CHECK         CL                                                                                              (RPEQ 19358)                 07 5443 8285                                                                                                                                                     R09                A
                                                                                                                This drawing is not to be copied or amended without written permission from                                        [email protected]    www.barlowshelley.com.au
Document Set ID: 21383727                                                        DATE              28/09/2020   Barlow Shelley Consulting Engineers                                                                                PO Box 899 Maroochydore 4558   ABN 89 215 591 077
Version: 2, Version Date: 08/02/2021