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SUPERSEDED Approved Plans & Document OPW25-0042 · OPW25/0042

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Original PDF page 47, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                         3m SEWER                                                                        4m STORMWATER
                                                                                                                                                                                         EASEMENT                                                                           EASEMENT




                                                                                                                                                                                                                                                                              GRASSED
                                                                                                                                                                                                                                                                             OVERLAND
                                                                                                                                                                                                                                                                             FLOW PATH
                                                                                                                                                                                                                                                                                                                                            STAFF AMENITIES




                                                                                                                                                                                                                                                                                               1.0m MIN
                                                                                                                                                                                                     RL18.35                                                                                                                                FFL17.75
                                                                                                                          PROPOSED BATTER
                                                                                                                          1 IN 2 MAX
                                                                                                                          STABILISED WITH JUTE MAT                                                                                                          IL17.43
                                                                                                                          & PLANTING TO LANDSCAPE                                                                                                                                                                                       PROPOSED IMPERVIOUS
                                                                                                                          ARCH SPEC.                                                                                                                                                                                                    WALL
                                                                                                                                                 Ø150 SEWER
                                                                                                                                                                                                                                                 Ø600 STW PIPE
                                                                                                                                                 MAIN
                                                                                                                                                                                                                                                 IL16.29
                                                                                                                                                 IL16.32                          1.5m                     1.5m
                                                                                                                                                                                                                                                                        2m               2m



                                                                                                                                                                                                                 SECTION                              D1
                                                                                                                                                                                                                   SCALE 1:100 A1                     D01



                                                                                                                                                                                                                                                                                                                                                              BALCONY

                                                                                                                                                                                                                                                   4.5m WIDE COMBINED
                                                                                                                                                                                                                                                      SEWER & STW
                                                                                                                                                                                                                                                        EASEMENT

                                                                                                                                                                                                                                        1.5m                     1.5m           1.5m



                                                                                                                                                                                                                                                            OVERLAND




                                                                                                                                                                                                                                                                                                          INVERT LEVEL (TYP)
                                                                                                                                                                                                                                                                                                           TRIM PILE TO PIPE
                                                                                                                                                                                                                                                            FLOW PATH
                                                                                                                                                                                                                                                                                                                                                                             SUITES
                                                                                                                                                                                                                                                                                                                                                              BALCONY
                                                                                                                                                 FALL 1% NOM                                                                                                                                                                                                                 FFL18.0
                                                                                                                                                                                          RL18.0
                                                                                                                                                                                                                                                                                          RL17.8


                                                                                                                                                                      PROPOSED BATTER                     IL17.05
                                                                                                                                                                      1 IN 2 MAX
                                                                                                                                                                      STABILISED WITH JUTE MAT                                                                                                                                 ROCK GABION
                                                                                                                                                                      & PLANTING TO LANDSCAPE                                                                                                                                  RETAINING WALL
                                                                                                                                                                                                                                                                                          Ø600 STW PIPE
                                                                                                                                                                      ARCH SPEC.
                                                                                                                                                                                            Ø150 SEWER MAIN                                                                               IL15.652
                                                                                                                                                                                            IL15.652   300min                                                                                                 PROPOSED SHEET PILE TO
                                                                                                                                                                                                     CLEARANCE                                                                                                MANUFACTURERS SPEC.




                                                                                                                                                                            PROPOSED Ø1800 RAPID
                                                                                                                                                                            INFILTRATION PIT (RIP)


                                                                                                                                                                                                                                                                                                                         PROPOSED
                                                                                                                                                                                                                                                                                                                         BASEMENT
                                                                                                                                                                                                                                                                                                                         FFL11.75




                                                                                                                                                                                                                                                                                          500 NOM




                                                                                                                                                                                                               SECTION                              D2
                                                                                                                                                                                                                 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 1
                                                                                    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-D03       A      3 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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