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SUPERSEDED Approved Plans & Document OPW25-0042 · OPW25/0042

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Original PDF page 49, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                                                             SUITES
                                                                                                                                                                                                                                             ABOVE
                                                                                                                                                                                                                                             FFL22.25




                                                                                                                                                                                                                                                    4.5m WIDE SHARED
                                                                                                                                                                                                                                                       VOLUMETRIC
                                                                                                                                                                                                                                                       SEWER & STW
                                                                                                                                                                                                      SUITES                                            EASEMENT                                                      PROPOSED
                                                                                                                                                                                                      FFL19.0                                                                                                         FOOTBRIDGE
                                                                                                                                                                                                                                       1.5m                                             1.5m          1.5m            RL18.90
                                                                                                                                                                                                                                                                                                                                                                                                                      SUITES
                                                                                                                                                                                                                                                                                                                                                                                                                      FFL18.0
                                                                                                                                                                                                                                                                                        GRASSED OVERLAND
                                                                                                                                                                                                                                                                                           FLOW PATH




                                                                                                                                                      PROPOSED
                                                                                                                                                      RETAINING WALL TO                                                                IL16.20
                                                                                                                                                      STRUCTURAL                                                                                                                                                                PROPOSED BATTER




                                                                                                                                                                                                                                                          VERTICLE CLEARANCE 2.4m MIN
                                                                                                                                                      ENGINEERS DETAILS                                                                                                                                                         1 IN 4 MAX
                                                                                                                                                                                                                                                                                                                                STABILISED WITH JUTE MAT
                                                                                                                                                                                                                                                                                                                                & PLANTING TO LANDSCAPE
                                                                                                                                                                                                                                                                                                                                ARCH SPEC.
                                                                                                                                                                                    Ø150 SEWER MAIN
                                                                                                                                                                                                                                                                                                                   Ø600 STW PIPE
                                                                                                                                                                                    IL14.96
                                                                                                                                                                                                                                                                                                                   IL14.96



                                                                                                                                                                                                                                                                                                                                                                  PROPOSED
                                                                                                                                                                                                                                                                                                                                                                  BASEMENT
                                                                                                                                                                                                                                                                                                                                                                  FFL12.0
                                                                                                                                                                                                                                                SECTION                                             D4
                                                                                                                                                                                                                                                  SCALE 1:100 A1                                    D01




                                                                                                                                                                                                                                                                                                  4m MIN
                                                                                                                                                                                                                  3m SEWER                                                                     STORMWATER
                                                                                                                                                                                                                  EASEMENT                                                                      EASEMENT
                                                                                                                EXISTING SURFACE


                                                                                                                                        PROPOSED BATTER                                                                                                                                   GRASSED OVERLAND
                                                                                                                                        1 IN 4 MAX                                                                                                                                            FLOWPATH
                                                                                                                                        STABILISED WITH JUTE MAT
                                                                                                                                        & PLANTING TO LANDSCAPE                                                                                        IL15.00
                                                                                                                                        ARCH SPEC.                                                                                                                                                                                    PROPOSED BATTER
                                                                                                                                                                                                                                                                                                                                      1 IN 4 MAX                                       ACCESS RAMP
                                                                                                                                                                                                                                                                                                                                      STABILISED WITH JUTE MAT                         HEIGHT VARIES
                                                                                                                                                                                                                                                                                                                                      & PLANTING TO LANDSCAPE                          RL14.0 TO RL11.75
                                                                                                                                                                                                                                                                                                                                      ARCH SPEC.
                                                                                                                                                               Ø150 SEWER MAIN                                                                                                                                                                PROPOSED
                                                                                                                                                               IL12.98                                                                                                                                          Ø600 STW PIPE                 RETAINING WALL TO
                                                                                                                                                                                                                                                                                                                IL12.99                       STRUCTURAL
                                                                                                                                                                                                                                                                                                                                              ENGINEERS DETAILS


                                                                                                                                                                                                                                                                                               SECTION              D5
                                                                                                                                                                                                                                                                                               SCALE 1:100 A1       D01

     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
                                                                                                                    PURPOSES.
                                                                                                                            PBL                                                                                                                                                                                      PROJECT:                                                                    DRAWING TITLE:
                                                                                                                                                                                                                                                 Brah 101 pty ltd t/a Alta Projects
                                                                                                                     Drawn: PBL
                                                                                                                                                                                                                                                 A.B.N. 91 611 354 511                                                                                                                           DRAINAGE CROSS SECTIONS - SHEET 3
                                                                                    FOR APPROVAL                      Date: AUG 2022                                                                                                             26 Memorial Avenue, Cotton Tree                                     PROPOSED HOTEL
                                                                                         NOT FOR CONSTRUCTION                                                                                                                                    PO Box 559, Cotton Tree, QLD, 4558                                                                                                                                              Revision    Sheet
                                                                                                                   Checked:. . . . . . . . . . .
                                                                                                                                                                                                                                                 Tel (07) 5475 4125 Fax (07) 5479 1607                               at 3-7 SERENITY CLOSE, NOOSA HEADS                                          DRAWING No:
                                                                                                                                                                                                                                                                                                                                                                                                                  A6769-24-D05       A      5 of
                                                                                        STEVEN HARRISON
                                                                                                                                                                                                                                                 Email: [email protected]
       A    27/02/2025   ISSUE FOR APPROVAL                           PL     S.H.
                                                                                    .......................
                                                                                        DIRECTOR APPROVAL               Datum AHD
                                                                                                                                                                                                                                                 Web: http://www.alta.net.au                                         for CALILE MALOUF INVESTMENTS
      REV    DATE                             DESCRIPTION             BY    CHKD        RPEQ - 4784                      A1 SHEET SIZE             FILENAME : a6769-24-D03-D06 DRAINAGE SECTIONS.dwg - DATE : 28/2/25 - 11:35am - XREF's: H-Approved-SH; H-Checked-SH                                                                                                   Council Ref:

Document Set ID: 23646596
Version: 1, Version Date: 21/03/2025

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