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

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Original PDF page 32, section 1. The text section number identifies this passage in the reader.

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                                                                                                                                                                                                                                                                                                                                        25
                                                                                                                                                                                                                                                                                                                          20.                                                                //                                 BIORETENTION BASIN DRAWINGS 1941-R08 AND 1941-R09




                                                                                                                                                                                                                                                            0.2




                                                                                                                                                                                                                                                                                                                                                                            S
                                                                                                                                                                                                                                                                                                                        W1                                                      //                                              PREPARED BY BARLOW SHELLEY CONSULTING ENGINEERS




                                                                                                                                                                                                                                                               5x
                                                                                                                                                                                              TO BIORETENTION                                                                                                      O
                                                                                                                                                                                                                                                                                                              xT                                                   //                                                           ARE TO BE READ AS AN ADDENDUM TO APPROVED CIVIL
                                                                                                                                                                                                      BASIN #1                                                                                                                                                                                                                  DRAWINGS [Ref: 18-0165] PREPARED BY HR DESIGN

                                                                                                                                                                                                                                                                                                                                                                   EMT E SP197517




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                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                         BIORETENTION BASIN #1
                                                                                                                                                                                                                                                                                                                                   BIO PIT #1: 900x900 TYPE 1 FIELD




                                                                                                                                                                                                                                                                                                                                                     //
                                           BUILDING B                                                                                                                                   FSL AT TOP OF WALL TYP.                                                                                                                    INLET PIT AS PER IPWEAQ DS-050
                                                                                                                                                                                                                                                                                                                                   SL 119.30




                                                                                                                                                                                                                                                                                                                             SW
                                                                                                                                                                                                 RL119.86m AHD
                                                                                                                                                                                                                                                                                                  x TO                             IL 117.54
                                                                                                                                                                                                                                                                                                              W1




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                                                                                                                                                                                                                                                                                                                        19.8
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                                                                                                                                                                                                                           TO                                                                                                      PER APPROVED DESIGN -
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                                                                                                                                                                                                                                         20.                                                                                       SPACING TYP. 0.8m CRS




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                                                                                                                                                                                                                                                                                                                                   BIORETENTION BASIN #1 - FSL 119.0




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                                                                                                                                                                                         BIORETENTION BASIN #1




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                                                                                                                                                                                        FSL AT TOP OF WALL TYP.                                                                 x TO




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                                                                                                                                                                                                 RL119.86m AHD                                                                                           19.6




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                                                                                                                                                                                                                                                                                                                         BIORETENTION BASIN #2 - FSL 118.4
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                                                                                                                                                                                                                               20.




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                                                                                                                                                                                                                                         x                                                                               BIO PIT #2: 900x900 TYPE 1 FIELD
                                                                                                                                                            CONCRETE BLOCK RETAINING




                                                                                                                                                                                                                                                                                                                             //
                                                                                                                                                                                                                                                                                                                         INLET PIT AS PER IPWEAQ DS-050
                                                                                                                                                                   WALL (DESIGN AS PER                                                                                xT                                                 SL 118.70




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                                                                                                                                                                    APPROVED DRAWING                                                                                        OW
                                                                                            BUILDING A                                                                                                                                                                               11                                  IL 116.96
                                                                                                                                                             18-0165-C01 BY HR DESIGN) -                                                                                                     9.4
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                                                                                                                                                                            MAX 3m HIGH




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                                                                                                                                                                      BIORETENTION BASIN #2




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                                                                                                                                                                                                                                                                                9.2
                                                                                                                                                                                                                                                                                         4




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                                                                                                                                                                   FSL AT TOP OF WALL TYP.
                                                                                                                                                                            RL119.86m AHD                                                                 xT
                                                                                                                                                                                                                                                            OW
                                                                                                                                                                                                          A                                                          11
                                                                                                                                                                                                                                                                          9.2
                                                                                                                                                                                                         R09                                                                    4




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                                                                                                                                                                                                                                                                                 BIORETENTION BASIN #3 - FSL 117.8




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                                                                                                                                                    BIORETENTION BASIN #3                                                                                                        BIO PIT #3: 900x900 TYPE 1 FIELD
                                                                                                                                                                                                                                                                                 INLET PIT AS PER IPWEAQ DS-050
                                                                                                                                                                                                                                                 SW
                                                                                                                                                                                                                                                                                 SL 118.10
                                                                                                                                                             TO BIORETENTION                                                                                                     IL 116.45
                                                          LOT 5                                                                                                      BASIN #3                                                                                                                                                                                                                                     LOT 6
                                                                                                                                                                                                    TO
                                                        SP197517                                                                                                                                      W1                                                           0                                                                                                                                            SP197517
                                                                                                                                                                                                          20.                                                  8.4
                                                                                                                                                                                                             05                                            11
                                                                                                                                                                                                                  x                              OW
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                                                                                                                                                                                                                                           LOT 7
                                                   -                                                                                                                                                                                     SP237587
                   NOOSA COUNCIL
                                                                                                                                                                                                                      R09
                                                                                                                                                                                                                       B




                   APPROVED PLAN
      MCU18/0120.01 RAL18/0013.01 OPW18/0197.01                                                                      BIORETENTION BASIN PLAN
                  1 FEBRUARY 2021
                                                                                                                     SCALE 1:300
                                                                                                                                                                                                                                                                                                                                                                                                  PROJECT:                                                           JOB NUMBER
     REV DATE DESCRIPTION                               BY    CHKD                                                             SCALE                                                      APPROVED                                                                                                                                                                                            BIORETENTION BASINS                                                         1941
      A   28/09/2020   FOR MINOR CHANGE APPROVAL         CL    CL                                                                                                                                                                                                                                                                                                                             5 TAYLOR COURT, COOROY
                                                                     DATUM             AHD       0               3              6               9             12               15m                                                                                                                                                                                                                                                                               SHEET:   3   OF    6
                                                                                                                                                                                                                                                                                                                                                                                              FOR HASS HOLDINGS
                                                                     DESIGN            CL
                                                                                                                                                                                         .................                                                                                                                                                                                        DRAWING TITLE:                                                 DRAWING NUMBER         REV
                                                                     DRAWN             CL                                      SCALE 1:300 A3                                        Director: CAMERON LANDRETH
                                                                     DESIGN CHECK      CL                                                                                                  (RPEQ 19358)                                                              07 5443 8285                                                                                                                                                                                    R08                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

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