SUPERSEDED Approved Plans & Document OPW25-0042 · OPW25/0042

                                                                                                                                                                                             3m SEWER                                                                        4m STORMWATER
                                                                                                                                                                                             EASEMENT                                                                           EASEMENT


                                                                                                                                                                                                                                                                                                                                 PEDESTRIAN
                                                                                                                                                                                                                                                                                                                                 ACCESS PATHWAY
                                                                                                                                                                                                                                                                                  GRASSED
                                                                                                                                                                                                                                                                                                                                 LEVEL VARIES
                                                                                                                                                                                                                                                                                 OVERLAND
                                                                                                                                                                                                                                                                                                                                 RL18.25 TO 19.60
                                                                                                                                                                                                                                                                                 FLOW PATH
                                                                                                                                                                                                         RL18.35
                                                                                                                                                                                                                                                                                                                                 STAFF AMENITIES




                                                                                                                                                                                                                                                                                                   1.0m MIN
                                                                                                                              PROPOSED BATTER                                                                                                                                                                                    FFL17.75
                                                                                                                              1 IN 2 MAX
                                                                                                                              STABILISED WITH JUTE MAT                                                                                                          IL17.43
                                                                                                                              & PLANTING TO LANDSCAPE
                                                                                                                              ARCH SPEC.
                                                                                                                                                     Ø150 SEWER
                                                                                                                                                                                                                                                     Ø600 STW PIPE                                                         PROPOSED IMPERVIOUS
                                                                                                                                                     MAIN
                                                                                                                                                                                                                                                     IL16.29                                                               WALL
                                                                                                                                                     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
                                                                                                                                                                                                                                                                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         300min                                                                                                  ROCK GABION
                                                                                                                                                                          & PLANTING TO LANDSCAPE        CLEARANCE                                                                                                 RETAINING WALL
                                                                                                                                                                                                                                                                                              Ø600 STW PIPE
                                                                                                                                                                          ARCH SPEC.
                                                                                                                                                                                                Ø150 SEWER MAIN                                                                               IL15.652
                                                                                                                                                                                                IL15.652                                                                                                      PROPOSED SHEET PILE TO
                                                                                                                                                                                                                                                                                                              MANUFACTURERS SPEC.




                                                                                                                                                                                PROPOSED Ø1800 RAPID
                                                                                                                                                                                INFILTRATION PIT (RIP)


                                                                                                                                                                                                                                                                                                                PROPOSED
                                                                                                                                                                                                                                                                                                                BASEMENT
                                                                                                                                                                                                                                                                                                                FFL11.75




                                                                                                                                                                                                                                                                                              500 NOM
            -

                      APPROVED PLAN
                        OPW25/0042
                      NOOSA COUNCIL
                        8 AUG 2025                                                                                                                                                                                 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       B      3 of
                                                                                             STEVEN HARRISON
                                                                                                                                                                                                                                                     Email: [email protected]
       B
       A
                12/03/2025
                27/02/2025
                             REVISED TO SUIT COUNCIL RFI - SECTION AMENDED
                             ISSUE FOR APPROVAL
                                                                             PBL
                                                                             PL
                                                                                   SKH
                                                                                   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 : 12/3/25 - 2:56pm - XREF's: H-Approved-SH; H-Checked-SH                                                                            Council Ref:

Document Set ID: 23806874
Version: 0, Version Date: 01/01/1900