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Civil Engineering plans · OPW25/0042

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Original PDF page 7, section 1. The text section number identifies this passage in the reader.

                                                                                                                                                                                                         COMPACTED BACKFILL
                                                                                                                                                                                                           NO LIQUEFACTION

                                                                                                                                                                                                           SUITES
                                                                                                                                                                                                           OVER
                                                                      150 THK BUILDING PLATFORM HARDSTAND.                                                                                                 FFL22.25
                                                                      TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
                                                                      REFER SITE PREPARATION NOTES.
                                                                                                                                                                                                                             OVERLAND
                                                                                                                                                                                                                             FLOW PATH




                                                                                                                                                                                                                                                                              VERTICLE CLEARANCE 5.25m
                                                                                                                                                                                                                   4.275m WIDE SHARED
                                                                                                                                                                                                                       VOLUMTERIC
                                                                                                                                                                                                                       SEWER & STW
                                                                                                                                                                                                                        EASEMENT
                                                                                                                                                                       FFL19.0
                                                                                                                                                                                                      1.275m                   1.5m                    1.5m
                                                                                                                                                                                                       300 THK PROTECTIVE LAYER OVER
                                                                                                                                                                                                       SEWER/STW. TYPE 2.5 CBR15. NO
                                                                                                                                                                                                       LIQUEFACTION WITHIN 5m OF
                                                                                                                                                                                                       SEWER. TAKE UP PRIOR TO SOFT
                                                                                                                                                                                                                                                                    RL17.8
                                                                                                                                                                                                       LANDSCAPING
                                                                                                  RETAINING WALL TO
                                                                                                  STRUCTURAL                                                                                                                                                                                                            ROCK GABION
                                                                                                                                                                                                                 IL16.75
                                                                                                  ENGINEER'S DETAILS                                                                                                                                                                                                    RETAINING WALL
                                                                                                                                                                                                                                                                                                                          TEMPORARY BATTER
                                                                                                           TEMPORARY BATTER                                                                     300min                                                                 Ø600 STW PIPE                                      1 IN 2 MAX
                                                                                                           1 IN 2 MAX                                                                         CLEARANCE                                                                IL15.084                                        BULK OUT TO INVERT
                                                                                                                                                                                                                                                                                                                       LEVEL OF PIPES
                                                                                                                                                         Ø150 SEWER MAIN
                                                                                                                                                         IL15.084


                                                                                                                                                                                                                                                                                                          300 THK BUILDING PLATFORM HARDSTAND.
                                                                                                                                                                                                                                                                                                          TYPE 2.5 CBR15. LIQUEFACTION COMPACTION.
                                                                                                                                            PROPOSED Ø1800 RAPID                                                                                                                                          REFER SITE PREPARATION NOTES.
                                                                                                                                            INFILTRATION PIT (RIP)
                                                                                                                                                                                                                                                                                                           PROPOSED
                                                                                                                                                                                                                                                                                                           BASEMENT
                                                                                                                                                                                                                                                                                                           FFL12.0




                                                                                                                                                                                                                                                                                                         PROPOSED SHEET PILE TO
                                                                                                                                                                                                                                                                    500 NOM
                                                                                                                                                                                                                                                                                                         MANUFACTURERS SPEC.




                                                                                                                                                                                                     BULK EARTHWORKS DETAIL B
                                                                                                                                                                                                       SCALE 1:100 A1




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                                                                                                      EARTHWORKS DETAILS - 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-EW07     A        7 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-EW06-EW07 EARTHWORKS DETAILS.dwg - DATE : 28/2/25 - 11:56am - XREF's: H-Approved-SH; H-Checked-SH                                                                                    Council Ref:

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