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   W100


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOT 7



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          PROPOSED 4.0m WIDE
                N

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CONCRETE DRIVEWAY.
                                                                                                                                                                                                                                                                                                                                                                                                                                       LOT 8                                                                                                         4.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.0m




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      D 39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             Ch h.38



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Ch.3

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               .38 0.00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Ch.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       W100




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     74.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                         Ch.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      W100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               60.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                                                                                                                Ch.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          24
                                                                                                                                                                                                                                                                                                                                                                                                                                                             40.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              00




                                                                                                                                                                                                                                                                                                                                                                                                                                                                               00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W1
                                                 LOT 9




                                                                                                                                                                                                                                                                                                                                                                                               Ch.3




                                                                                                                                                                                                                                                                                                                                                                                                                                    20.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W100




                                                                                                                                                                                                                                                                                                                                                                  Ch.2




                                                                                                                                                                                                                                                                                                                                                                                                 00.0




                                                                                                                                                                                                                                                                                                                                                                                                                                         00
                                                                                                                                                                                                                                                                                                                                                                                                                                                            W100                                                                                      W100




                                                                                                                                                                                                                                                                                                                                                         Ch.2
                                                                                                                                                                                ENVIRONMENTAL




                                                                                                                                                                                                                                                                                                                                                                      80.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W100
                                                                                                                                                                                                                                                                                                                                                                                                   00
                                                                                                                                                                                                                                                                                                                                                                                                                                 W100




                                                                                                                                                                                                                                                                                           Ch.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W100
                                                                                                                                                                                  COVENANT




                                                                                                                                                                                                                                                                                                                                                          60.0




                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                                 W100




                                                                                                                                                                                                                                                                           TP 2
                                                                                                                                                                                                                                                                Ch.




                                                                                                                                                                                                                                                                                               40.0




                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                    W100




                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                               25.5
                                                                                                                                                                                                                                                                    2
                                                                                                                                                                                                                                                                  20.




                                                                                                                                                                                                                                                                                                    00
                                                                                                                                                                                                                                                                                                                                                          W100




                                                                                                                                                                                                                                                                                   95
                                                                                                                                                                                                                                                                     000
                                                                                                                                                                                                                                    TP .200
                                                                                                                                                                                                                                                                                              W100                                                                                                                                                                                                               PROPOSED 4.0m WIDE




                                                                                                                                                                                                                                     Ch

                                                                                                                                                                                                                                      20 .00
                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE DRIVEWAY.
                                                                                                                                                                                                                                                                        W10




                                                                                                                                                                                                                                        3.
                                                                                                                                                                                                                                           60
                                                                                                                                                                                                                                             3
                                                                                                                                                                                                              Ch




                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                    00
                                                                                                                                                                                                                                               W1




                                                                                                                                                                                                               .1
                                                                                                                                                                                                                80
                                                                                                                                                                                                                     .0
                                                                                                                                                                                                                        0
   00




                                                                                                                                                                                           Ch




                                                                                                                                                                                                                       0
   W1




                                                                                                                                                                                                                                              6.0
                                                                                                                                                                                                                               00
                                                                                                                                                                                                                             W1




                                                                                                                                                                                              .
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 4.0m




                                                                                                                                                                                             16




                                                                                                                                                                                                                                               m
                                                                                                                                                                                                                                       20
                                                                                                                                                                                                                                        .0m
                                                                                                                                                                                              0.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 10.0m




                                                                                                                                                                                                  00
                                                                                                                                                                  Ch 136




                                                                                                                                                                                                   0
                                                                                                                                                                                                        100
                                                                                                                                                                   TP

                                                                                                                                                                    .1                                 W
                                                                                                                                                                       40 223
          00
           W1




                                                                                                                                                                         .0
                                                                                                                                                                                                                                                            PROPOSED GROUTED
                                                                                                                                                                            00
                                                                                                                                                                            .
                                                                                                                                        TP .1




                                                                                                                                                                                      00                                                                    ROCK RETAINING WALL.
                                                                                                                                                                                    W1
                                                                                                                                          C

                                                                                                                                           12 0.
                                                                                                                                            h




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LOT 5
                                                                                                                                              3. 00
                                                                                                                                               2

                                                                                                                                                16 0




                                                                                                                                                                                                                                                         PROPOSED EASEMENT
                                                                                                                                                  0
                    00




                                                                                                                                                                 0                                                                                       OVER GROUTED ROCK
                    W1




                                                                                                                                                               10
                                                                                                                                                              W
                                                                                                               C




                                                                                                                                                                                                                                                         RETAINING WALL.
                                                                                                                    h.




                                                                                                                                                                                                                                                                                                                                                                                                                                                   LOT 3
                                                                                                                    10
                                                                                                                      0.
                                                                                                                          00
                                                                                                                               0




                                                                                                                                        0
                                                                                                                                      10
                                                                                                                                     W
                              00




                                                                                              C
                              W1




                                                                                                  h.




                                                                                                                                                                                                                                                                                                                                                      LOT 2
                                                                                                  80
                                                                                                       .0
                                                                                                        00




                                                                                                                0                                                                            PROPOSED 6.0m WIDE PAVEMENT
                                                                                                              10
                                                                                                             W
                                                                                                                                                                                             WITH FLUSH E2 KERB AND ONE                                                                                                                                                                                                                                                                                       LOT 4
                                                                         C
                                                                             h.




                                                                                                                                                                                             WAY CROSSFALL.
                                         00




                                                                               60
                HO




                                          W1




                                                                                .0
                                                                                   00




                                                                                              0
                  YR




                                                                                            10
                                                                                        W                                                                                       PROPOSED EASEMENT
                                        C




                                                                                                                                                                                OVER GROUTED ROCK
                                          h.
                     OA




                                             40




                                                                                                                                                                                RETAINING WALL.
                                               TP



                                                .0
                                                      00



                                                   00
                         D




                                                    32
                                                   W1




                                                                         0
                                                                      10
                                                     TP .20.



                                                      .1




                                                                     W
                                                       Ch




                                                        01
                                                         23 000




                                                                                                                                                                                             LOT 1                                                                                                                                                                                                                                                                    LEGEND
                                                           .8
                                                             41




                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W100                PROPOSED 100Ø WATERMAIN
                                                                                                                                                EXISTING TREES
                         ST




                                                                                                                                                TO BE RETAINED.                                                                                                                                                                                                                                                                                                                             PROPOSED GROUTED ROCK RETAINING WALL
                          AR




                                                                00
                                                                W1
                             T
                              0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED ACCESS ROAD
                                 00
                                    0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PROPOSED ENVIRONMENTAL COVENANT
                                                                                                                                                                                                                                                                                                                                                                                   NOOSA COUNCIL
                                                                                00




                                                                                                                                                                                                                                                                                                                                                                                REFERENCE DOCUMENT
                                                                             W1




                                                                                                                                                                                                                                                                                                                                                                               RAL25/0001 29 APRIL 2025
  O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      0        10                  20             30           40            50m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           SCALE 1:500 A1, 1:1000 A3
R




                                                                                                                         REV        DATE                                     DESCRIPTION                       BY           CHKD                                                                    PROJECT:                                                                                                                                  DRAWING TITLE:

                                                           P 07 5443 4443
                                                                                                                          A
                                                                                                                          B
                                                                                                                          C
                                                                                                                                   07/01/25
                                                                                                                                   19/02/25
                                                                                                                                   04/03/25
                                                                                                                                              AMENDED TO SUIT REVISED LAYOUT
                                                                                                                                              RETAINING WALL EXTENTS RVISED
                                                                                                                                              EASEMENTS ADDED OVER PROPOSED RETAINING WALLS
                                                                                                                                                                                                               EPW
                                                                                                                                                                                                               EPW
                                                                                                                                                                                                               EPW
                                                                                                                                                                                                                            JDN
                                                                                                                                                                                                                             ILF
                                                                                                                                                                                                                             ILF
                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENTIAL SUBDIVISION                                                                                                           ROADWORKS LAYOUT PLAN
                                                           E [email protected]                                                                                                                                               ................              ................                at HOY ROAD, LAKE MACDONALD                                                                                                                                                                                                                CONSULTING
                                                           W walsheng.net.au                                                                                                                                                                CHECKED                   DIRECTOR APPROVAL
                                                                                                                                                                                                                                                                                                   for INDIGO GROUP                                                                                                                                                                                                                           ENGINEERS
            Y




                                                                                                                                                                                                                                                                      RPEQ - 4665
                         CONSULTING                        A 15/72 Wises Road, Maroochydore Q 4558
                                                             PO Box 5512, Maroochydore BC Q 4558
                         ENGINEERS                                                                                                                                                                                                             FOR APPROVAL                                          C This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no            DRAWING No:   C6535/24/SK03                                                          REVISION:          C
                                                                                                                                                                                                                                                                                                         GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!




                                                             A.B.N. 39 611 482 716                                                                                                                                                                                                                  part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be
                                                                                                                                                                                                                                                NOT FOR CONSTRUCTION
          O




                                                                                                                                                                                                                                                                                                    reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. All
                                                                                                                     FILENAME : C6535-24-SK03.dwg - DATE : 4/3/25 - 4:03pm                                    A1 Sheet Size Design: ILF                  Drawn: EPW        Date:DEC 2024            intellectual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers.          COUNCIL REFERENCE:                                                                   SHEET:           3 of 7
Document Set ID: 23633022
Version: 1, Version Date: 14/03/2025
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