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Compiled Approved Plans OPW25/0042.02

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Original PDF page 13, section 1. The text section number identifies this passage in the reader.

                                                                                                                             3.40m WIDE OVERLAND FLOW PATH
                                                                                                                                                                                                                                                                                                                                                            4.0m WIDE OVERLAND FLOW PATH
                                                                                   PLANTING TO                                             1.5m WIDE                                                                       PLANTING TO
                                                                                                                                                                                                                                                                                                           PLANTING TO                                               1.5m WIDE                                                        PLANTING TO
                                                                                L/SCAPE ARCH SPEC                                      CONCRETE FOOTPATH                                                                L/SCAPE ARCH SPEC
                                                                                                                                                                                                                                                                                                        L/SCAPE ARCH SPEC                                        CONCRETE FOOTPATH                                                 L/SCAPE ARCH SPEC




                                                                                                                                                                                                                        PROPERTY




                                                                                                                                                                                                                                                                                                                              PROPERTY BOUNDAY




                                                                                                                                                                                                                                                                                                                                                                                                               PROPERTY BOUNDAY
                                                                                              PROPERTY




                                                                                                                                                                                                                        BOUNDAY
                                                                                              BOUNDAY
                                                                BASE OF
                                                  CONCRETE      EXISTING PMT
                                                  SURROUND      APPROX.RL13.1                                                                            EXISTING FOOTPATH/GARDEN
                                                  APPROX.RL13.0                                                                                          (APPROX ExRL12.6) TO BE
                                                                                                                                                         RECONSTRUCTED


                                                                                                                                                                                                                                                                                                 EXISTING                                                                                                                                              PROPOSED
                                                                                                                                                              RL12.35                                                                                                                            IMPERVIOUS FENCE                                                                                                                                      BLOCKWORK
                                                                                                                                                                                                                                                                                                                                                                                                                                                       FENCE
                                                                      600 HIGH x 300 WIDE                                                                                                                                                   600 HIGH x 300 WIDE
                                                                      SANDSTONE BLOCK                                                                                                                                                       SANDSTONE BLOCK
                                                                      RETAINING WALL                                                                                                                                                        RETAINING WALL
                                                                      EACH SIDE                                                                                                                                                             EACH SIDE




                                                                                                                                                                                    EXISTING Ø300 STW PIPE TO
                                                                                                                                                                                                                                                                                                                                                                                   EXISTING Ø300 STW PIPE TO
                                                                                                                                                                                    REMAIN
                                                                                                                                                                                                                                                                                                                                                                                   BE TAKEN UP




                                                                                                                                 SECTION                        D6
                                                                                                                                    SCALE 1:25 A1               D01                                                                                                                                                                                                                            1200w x 450h RCBC
                                                                                                                                                                                                                                                                                                                                                                                               & PRECAST BASE




                                                                                                                                                                                                                                                                                                                                                            SECTION               D7
                                                                                                                                                                                                                                                                                                                                                             SCALE 1:25 A1        D01




                                                                                                                                                          EXISTING EMT                                                                                                               4m WIDE DRAINAGE EASEMENT




                                                                                                                                                                                                                                                                                                                                                 BOUNDARY
                                                                                                                                                                                                                                                                                                                                                 EASEMENT
                                                                                                                                                                                                                                                          BOUNDARY
                                                                                                                                                                                                                                                          PROPERTY
                                                                                                                        CONCRETE                         BASE OF EXISTING PMT
                                                                                                                        SURROUND                         APPROX.RL13.1
                                                                                                                        APPROX.RL13.0
                                                                                                                                                                                                                                                         RL12.8
                                                                                                                                                                                                                                                                                                                            RL12.7
                                                                                                                                                                                                                                                                                                                                                                                     STABILISED
                                                                                                                                                                                                                                                                                                                                                                                     LANDSCAPED
                                                                                                                                                                                                                                                                                                                                                                                     BATTER (1 IN 3 MAX)
                                                                                                                                                                                                                      APPROX RL12.0                                                                                                                BATTER HEIGHT VARIES
                                                                                                                                                                                                                                                                                                                                                   RL12.7 TO RL11.95
                                                                                                                                                                   VACUUM EXCAVATED BORED
                                                                                                                                                                   PIERS @ 2m CTS.
                                                                                                                                                                   300dia N25 CONCRETE
                                                                                                                                                                                                                                                                                                                                                            PROPOSED
                                                                                                                                                                   REINFORCED 3xN16
                                                                                                                                                                                                                                                                                                                                                            SANDSTONE BLOCK
                                                                                                                                                                   R6 SPIRAL
                                                                                                                                                                                                                                                                                                                                                            RETAINING WALL
                                                                                                                                                                   200 PITCH
                                                                                                                                                                   65 COVER
                                                                                                                                                                                                       PROPOSED 1500sq
                                                                                                                                                                                                       STORMWATER PIT

                                                                                                                                                                                                                                                                                              IL10.15                                                       BASE OF RETAINING
                                                                                                                                                                                                                                                                                                                                                            WALL TO BE SET AT
       APPROVED PLAN                                                                                                                                                                                                                                                                                                                                        BELOW STORMWATER
        OPW25/0042.02                                                                                                                                                                                                                                                                                                                                       PIPE/PIT

                                                                                                                                                                                                                                                                              SECTION                                  PROPOSED Ø900
       NOOSA COUNCIL                                                                                                                                                                                                                                                                          D8
                                                                                                                                                                                                                                                                                                                       STORMWATER PIPE
                                                                                                                                                                                                                                                                              SCALE 1:25 A1   D01
      16 FEBRUARY 2026

     NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTIONDesign:
                                                                                                                    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 4
                                                                                           APPROVAL                         Date: AUG 2022                                                                                                              26 Memorial Avenue, Cotton Tree          PROPOSED HOTEL                                                                                     EARLY WORKS
                                                                                                 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-D06                     C     6 of
       C    28/01/2026   REVISED TO SUIT STORMWATER REALIGNMENT             PBL     SKH        STEVEN HARRISON
                                                                                                                                                                                                                                                        Email: [email protected]
       B
       A
            13/11/2025
            27/02/2025
                         EARLY WORKS CONSTRUCTION ISSUE
                         ISSUE FOR APPROVAL
                                                                            P.L.
                                                                            PL
                                                                                    S.H.
                                                                                    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 : 28/1/26 - 5:03pm - XREF's: H-Approved-SH; H-Checked-SH                                                                                        Council Ref:

Document Set ID: 24527883
Version: 1, Version Date: 10/02/2026

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