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Meyer Judgment Sealed

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                             EXISTING VEGETATION                                                                                                            REVEGETATION AREA                                                                             1m PATHWAY                                                                REVEGETATION AREA                                                                                                                             1300



                                      21m MATURE CANOPY HEIGHT                                                                              SUB-CANOPY TREES (13m HEIGHT)                                                                                                                                    SUB-CANOPY TREES (13m HEIGHT)




                                                                                                                                                                                                                                                                                                                                                                                                                                               COVENANT BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  EASEMENT BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                        EX 39.000




                                                                                                                                                                                                                                        SHRUB LAYER (5m HEIGHT)




                                                                                                                                                                                                                                                                                                                                                           EX 38.000



                                                                                                                                                                                                                                                                                                                                                                                                                     N
                                                                                                                                                                                                                                                                                                                                                                                                                CATIO
                                                                                                                                                                            COIR NETTING TO BE USED ON BATTER
                                                                                                                                                                                                                                                                                                                                                                                                        IP E LO
                                                                                                                                                                                                                                                                                                                                                                                                       P
                                                                                                                                                                            SLOPES STEEPER THAN 1.2 GRADIENT TO
                                                                                                                                                                                                                                                                                                                                                                                               NA   GE
                                                                                                                                                                            STABILISE                                                                                                                                                                                                  D   RAI
                                                                                                                                                                                                                                                                                                                                                                                 IVE
                                                                                                                                                                                                                                                                       GRAVEL PATHWAY TO ALIGN FLAT SECTION                                                                   CAT                               APPROX LOCATION OF PROPOSED
                                                                                                                                                                                                                                                                       ON TOP OF INFILTRATION TRENCH. REFER                                                            I   NDI                                  MICROPILES - REFER CIVIL PLANS
                                                                                                                                                                                                                                                                       DETAIL                                                                                                                                   FOR DETAIL
                                                                                                                                                                                                                                                                                                                   EX 37.000
                                                                                                 PROPERTY BOUNDARY




                                                                                                                                                                                                                                              EX 36.000




                                                                                                                                                                                                                                                                                              INFILTRATION TRENCH - REFER CIVIL PLANS FOR DETAIL




                                                                                                                                                                                                          EX 35.000




                                                                                                                                                                EX 34.000




                                                                                                                          EX 33.000




                                                                                                                                                                                                                                                                                                                                  Gravel. River rock or approved
                                                                                                                                                                                                                                                                                                                                                          similar
                                                                                             EX 34.000
                                                                                                                                                                                                                                                                                                                                             Geotextile/weed matting



                                                                                                                                                                                                                                                                                                              Compacted subgrade. nsure level
                                                                                                                                                                                                                                                                                                                top surface to prevent stepper
                                                                                                                                                                                                                                                                                                                                      cracking




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       100
                                                                                                                                                                                                                                                                                                                                                                   WIDTH VARIES _ REFER PLAN




          1     SECTION A                                                                                                                                                                                                                                                                                1     GRAVEL PATHWAY DETAIL
      -         Scale 1:25 @ A1                                                                                                                                                                                                                                                                      -         Scale 1:20 @ A1

                                                                                                                                                           Approved by: Ryan Cairney (AILA)
Checked -      RC
                                                                                                                                  Consulting Civil &                                                                  Drawing title -                                             Project -                                                               Site -                                                                                                   Project No. 213029        Sheet No.                 L202
Design - RC              Drawn - RC
                                                E   15/08/24   FOR APPROVAL                 RC
                                                                                                                                                                                                                      LANDSCAPE DETAILS                                           PROPOSED DEVELOPMENT                                                    41 PICTURE POINT CRES, NOOSA HEADS
                                                D   01/07/24   FOR APPROVAL                 RC                                    Structural Engineers                                                                                                                                                                                                                                                                                                             Digital Ref : 213029                               Issue : E
                                                C   25/06/24   FOR APPROVAL                 RC
Scales -      AS SHOWN                          B   24/06/24   FOR APPROVAL                 RC
                                                                                                                                  Project Management       124 DUPORTH AVENUE             Ph (07) 5443 7777                                                                       Client -                                                                                                                                                                          This Document is copyright and shall not be copied

  Document Stage - APPROVAL
                                                A   20/06/24   FOR APPROVAL                 RC            ASSOCIATES PTY LTD
                                                                                                                                  & Planning
                                                                                                                                                           PO BOX 16
                                                                                                                                                           MAROOCHYDORE QLD 4558
                                                                                                                                                                                          Fax (07) 5443 7577
                                                                                                                                                                                                                                                                                  K CARROLL & H MEYER                                                                                                                                                               without written approval, nor shall it be used except
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        for the Development and the Site Specified.
                                               Issue Date                     Description   By                                                             E-MAIL: [email protected]

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  21
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