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BBNE01676-0001-REP-001-0-Noosa Calile Overland Flow_Optimized

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                                                                                                                                                                                    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
                                                                                                                                                                 1 IN 2 MAX
                                                                                                                                                                                                     IL17.05


                                                                                                                                                                                                                                                                                                                                                                                                              O N
                                                                                                                                                                 STABILISED WITH JUTE MAT
                                                                                                                                                                 & PLANTING TO LANDSCAPE
                                                                                                                                                                 ARCH SPEC.
                                                                                                                                                                                       Ø150 SEWER MAIN
                                                                                                                                                                                                                                                                             Ø600 STW PIPE
                                                                                                                                                                                                                                                                             IL15.652
                                                                                                                                                                                                                                                                                                                  ROCK GABION
                                                                                                                                                                                                                                                                                                                  RETAINING WALL

                                                                                                                                                                                                                                                                                                                                                                                                           T I
                                                                                                                                                                                       IL15.652   300min
                                                                                                                                                                                                CLEARANCE
                                                                                                                                                                                                                                                                                                 PROPOSED SHEET PILE TO
                                                                                                                                                                                                                                                                                                                                                                                                          A
                                                                                                                                                                                                                                                                                                                                                                                                M
                                                                                                                                                                                                                                                                                                 MANUFACTURERS SPEC.




                                                                                                                                                                       PROPOSED Ø1800 RAPID
                                                                                                                                                                                                                                                                                                                                                                              O               R
                                                                                                                                                                       INFILTRATION PIT (RIP)



                                                                                                                                                                                                                                                                                                                                                                          N F
                                                                                                                                                                                                                                                                                                            PROPOSED
                                                                                                                                                                                                                                                                                                            BASEMENT                                                I
                                                                                                                                                                                                                                                                                                            FFL11.75



                                                                                                                                                                                                                                                                                                                                                            O R
                                                                                                                                                                                                          SECTION                          D2
                                                                                                                                                                                                                                                                             500 NOM
                                                                                                                                                                                                                                                                                                                                                    F
                                                                                                                                                                                                            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
                                                                              PRELIMINARY                       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                  3 of
                                                                                                                                                                                                                                          Email: [email protected]
                                                                               .......................
                                                                                   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 : 27/2/25 - 11:36am - XREF's:                                                                                                             Council Ref:
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