SUPERDEDED NEGOTIATED - OPW25 0042 - Approved Plans (As Published) · OPW25/0042

                                                                                                                                                                                                                 SUITES
                                                                                                                                                                                                                 OVER
                                                                                                                                                                                                                 FFL22.25



                                                                                                                                                                                                                                   OVERLAND
                                                                                                                                                                                                                                   FLOW PATH




                                                                                                                                                                                                                                                                      VERTICLE CLEARANCE 5.25m
                                                                                                                                                                                                                         4.275m WIDE SHARED
                                                                                                                                                                                                                             VOLUMTERIC
                                                                                                                                                                                                                             SEWER & STW
                                                                                                                                                                                                                              EASEMENT
                                                                                                                                                                             FFL19.0




                                                                                                                                                                                                                                                                                                               INVERT LEVEL (TYP)
                                                                                                                                                                                                                                                                                                                TRIM PILE TO PIPE
                                                                                                                                                                                                            1.275m                   1.5m                     1.5m                                                                                                            SUITES
                                                                                                                                                                                                                                                                                                                                                                              FFL18.0

                                                                                                                                                                                                                                                                                                 RL17.8
                                                                                                                                   RETAINING WALL TO
                                                                                                                                   STRUCTURAL                                                                IL16.75
                                                                                                                                   ENGINEER'S DETAILS
                                                                                                                                                                                                                                                                                                                                    ROCK GABION
                                                                                                                                                                                                      300min                                                                                        Ø600 STW PIPE                   RETAINING WALL
                                                                                                                                                                                                    CLEARANCE                                                                                       IL15.084

                                                                                                                                                              Ø150 SEWER MAIN
                                                                                                                                                              IL15.084




                                                                                                                                                 PROPOSED Ø1800 RAPID
                                                                                                                                                 INFILTRATION PIT (RIP)
                                                                                                                                                                                                                                                                                                                 PROPOSED
                                                                                                                                                                                                                                                                                                                 BASEMENT
                                                                                                                                                                                                                                                                                                                 FFL12.0



                                                                                                                                                                                                                                                                                                           PROPOSED SHEET PILE TO
                                                                                                                                                                                                                                                                                                 500 NOM   MANUFACTURERS SPEC.




                                                                                                                                                                                                                                              SECTION                                             D3
                                                                                                                                                                                                                                                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 2
                                                                                    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-D04       A      4 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