Response to Information Request 10-6-2025 A6769-24-D03 [B] DRAINAGE CROSS SECTIONS - SHEET 1 · 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




                                                                                                                                                                                                          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: