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Civil Engineering plans · OPW25/0042

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Original PDF page 10, 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:

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