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Refernce Documents - RAL25 0001

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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 0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           74.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                  Ch.3




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             W100
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            81
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     60.0
                                                                                                                                                                                                                                                                                                                                                                                                                              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




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          W100
                                                                                                                                                                                                                                                                                                                                                                                         80.0




                                                                                                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                                                                                                                               W100




                                                                                                                                                                                                                                                                                                                                                                                                      0
                                                                                                                                                                                                                                                                                                          Ch.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   W100
                                                                                                                                                                                             COVENANT




                                                                                                                                                                                                                                                                                                                                                                        60.0




                                                                                                                                                                                                                                                                                                                                                                                           00
                                                                                                                                                                                                                                                                                                                                                                                                    W100




                                                                                                                                                                                                                                                                                       TP 2
                                                                                                                                                                                                                                                                            Ch.




                                                                                                                                                                                                                                                                                                               4




                                                                                                                                                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                                                                                                                                                                         W100




                                                                                                                                                                                                                                                                                                            0.00
                                                                                                                                                                                                                                                                                         25.5
                                                                                                                                                                                                                                                                               220
                                                                                                                                                                                                                                                                                                                                                                         W100




                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                               .00


                                                                                                                                                                                                                                                                                             95
                                                                                                                                                                                                                                               TP .20
                                                                                                                                                                                                                                                                                                            W100                                                                                                                                                                                       PROPOSED 4.0m WIDE




                                                                                                                                                                                                                                                Ch




                                                                                                                                                                                                                                                                                 0
                                                                                                                                                                                                                                                 20 .00
                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CONCRETE DRIVEWAY.
                                                                                                                                                                                                                                                                                 W10




                                                                                                                                                                                                                                                    3.
                                                                                                                                                                                                                                                       60
                                                                                                                                                                                                                                                       0

                                                                                                                                                                                                                                                         3
                                                                                                                                                                                                                            Ch




                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                0   0
                                                                                                                                                                                                                                                             W1




                                                                                                                                                                                                                             .1
                                                                                                                                                                                                                                80
                                                                                                                                                                                                                                   .0
                                                                                                                                                                                                                                   00
   00




                                                                                                                                                                                                      Ch
   W1




                                                                                                                                                                                                                                                         6.0
                                                                                                                                                                                                                                          00
                                                                                                                                                                                                                                        W1




                                                                                                                                                                                                       .1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4.0m




                                                                                                                                                                                                                                                          m
                                                                                                                                                                                                                                                  20
                                                                                                                                                                                                       60




                                                                                                                                                                                                                                                   .0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       10.0m




                                                                                                                                                                                                            .0
                                                                                                                                                                                                                                                                                                    PROPOSED GROUTED




                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                    ROCK RETAINING WALL.
                                                                                                                                                                          Ch 136
                                                                                                                                                                                                                        0
                                                                                                                                                                                                                     10
                                                                                                                                                                           TP

                                                                                                                                                                            .1
                                                                                                                                                                                                                 W
                                                                                                                                                                               40 223
          00
           W1




                                                                                                                                                                                 .0
                                                                                                                                                                                    00
                                                                                                                                                                                    .
                                                                                                                                              TP h.1




                                                                                                                                                                                                 00
                                                                                                                                                                                               W1
                                                                                                                                                C

                                                                                                                                                 12 0.




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      LOT 5
                                                                                                                                                   3. 00
                                                                                                                                                    2

                                                                                                                                                     16 0
                                                                                                                                                       0
                      00




                                                                                                                                                                           0
                    W1




                                                                                                                                                                         10
                                                                                                                                                                     W
                                                                                                                     C
                                                                                                                           h.




                                                                                                                                                                                                                                                                                                                                                                                                                                              LOT 3
                                                                                                                           10
                                                                                                                                0.
                                                                                                                                  00
                                                                                                                                    0




                                                                                                                                               0
                                                                                                                                            10
                                                                                                                                          W
                                00




                                                                                               C
                                W1




                                                                                                   h.




                                                                                                                                                                                                                                                                                                                                                                    LOT 2
                                                                                                      80
                                                                                                       00.
                                                                                                             0




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




                                                                                                                                                                                                       WAY CROSSFALL.
                                             00




                                                                                60
                HO




                                          W1




                                                                                   . 00
                                                                                       0




                                                                                               0
                  YR




                                                                                            10
                                                                                           W
                                         C
                                           h.
                     OA




                                              40
                                                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
                                                                                00
                                                                                 W1
  O




                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0        10                  20             30             40           50m


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 SCALE 1:500 A1, 1:1000 A3
R




                                                                                                                                E         A E                                          E   P     N                                                                                                                 P                                            E                                                                        AW N      E

                                                           P
                                                                                                                                A                    A EN E                    E   E   A                                     EPW         N
                                                                                                                                                                                                                                                                                                                   PROPOSED RESIDENTIAL SUBDIVISION                                                                                     ROADWORKS LAYOUT PLAN
                                                           E                                                                                                                                                                                    ................              ................                     at HOY ROAD, LAKE MACDONALD                                                                                                                                                                                          N   N
                                                           W                                                                                                                                                                                             E     E                   E          APP     A
                                                                                                                                                                                                                                                                                                                   for INDIGO GROUP                                                                                                                                                                                                   EN NEE
            Y




                             N   N                         A
                                                               P
                                                                        W
                                                                                                                                                                                                                                                                                 PE


                           EN NEE                                                                                                                                                                                                                         FOR APPROVAL                                                                                                                                                    A              AW N N     C6535/24/SK03                                                            E         N    A
                                                                                                                                                                                                                                                                                                                   GARRRRRR!!!! THE PIRATE HAS LEFT HIS MARK!




                                                               A    N
                                                                                                                                                                                                                                                              N         N                N
          O




                                                                                                                                                                                                                                                                                                                                                                                                          W       E            A
                                                                                                                                                                                                                                                                                                                                                                                W   E          A              W       E                   N     E E EN E                                                                         EE
                                                                                                                            FILENAME : C6535-24-SK03.dwg - DATE : 7/1/25 - 4:47pm                                           A                                           EPW                       E
Document Set ID: 23448644
Version: 1, Version Date: 13/01/2025
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