A6769-24-D06 [C] Drainage Cross Sections - Sheet 4 - Early Works

                                                                                                                        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
                                                                                                                                                                                                                                                                                                                                                       BELOW STORMWATER
                                                                                                                                                                                                                                                                                                                                                       PIPE/PIT

                                                                                                                                                                                                                                                                         SECTION                                  PROPOSED Ø900
                                                                                                                                                                                                                                                                                         D8
                                                                                                                                                                                                                                                                                                                  STORMWATER PIPE
                                                                                                                                                                                                                                                                         SCALE 1:25 A1   D01



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: