Attachment 1 Proposal plans · 132007.799.1

                                                                                         16.22
                                                                                                                              EXISTING DUPLEX                                                        CARPORT




                                                                                                                                                                                                                                           15.82
                                                                                  CARPORT                                                                             GARAGE




                                                                                                                                                                                                     16.24
                                                                                                                                                                  16.62
                17                                                                                                            GARAGE                                                                                                                                    16




                                                                                                                                                                                                                                                               16.33
                                                                                                                                                                                                                                             16.40
                                                                                                                                                           RL 18.000




                                                                                                  17.39




                                                                                                                                                                                                      17.18




                                                                                                                                                                                                                                            16.95
                                                                                                 FALL
                                                                                                                  RL 18.000                                                                                                                                             17
                18                                                           RL 18.240            1:8


                                                                      FALL




                                                                                  NE
                                                                                  LI
                                                                       1:4
                                                                                                                                                                                                               EXISTING                                                 18




                                                                              N
                                                                             IO
                                                  RL 18.940




                                                                         CT
                19                                                                                                                                                                                            DRIVEWAY




                                                                      SE
                                                        FALL
                                                         1:8

                                                                                    MAILBOXES




                                                                                                                                                                                                                                                                  WM
                                                                                                                                                                                                                                                      WM
                                                       TE
                                                                    RL 19.190
                           19.37




                                                                                                                                                                                                                           EXISTING
                                         19.31




                                                            19.22
                                   ELP




                                                                                                                                                                                                                                                       18.76
                                                                                                                                                                                                                                                               18.75
                                                                                                                                                                                                                                                                       LP
                                                                                                                                                                                                                                                                            18.75
                                                    CROSSOVER                                                                                         18                                                                  CROSSOVER                  18
        19.45




                                                                                                                              18.97




                                                                                                                                                                                                              18
                         19




                                                                                                                                                        .9                                                                                             .7




                                                                                                 19




                                                                                                                                                                                                                .8
                                                                                                                                                          6                                                                                              5
                           .2




                                                                                                   .11




                                                                                                                                      nail




                                                                                                                                                                                                                  3
                             8




                                                                                                                                  19
                                                                                                                                                                                      back of kerb

                                                                                                                                                                                                                                                                18
                                                                                                                                                                                                                                                                  .6
                                            500                3000                500




                                                                                                                                                              18
                                                                                                                                                                                                                                                                    3




                                                                                                                                                                                                                         2100
                 19




                                                                                                          18




                                                                                                                                                                                                                 18
       19.33




                                                                                                                                                                .83
                   .16




                                                                                                            .98




                                                                                                                                                                                                                   .7
                                                               4000




                                                                                                                                                                                                                     1
                                                                                                                                             ON STREET PARKING
                                                                                                                                                                                                                 lane marking
                                                                                                                         5400                                                      5400


DRIVEWAY PLAN 1:100                                                                               GRANT STREET
                                                                                                                                                                                                                                       direction of trafic
                                                                                                                                                                                                               bitumen formation



                                                                                                                                                                                                                                                                                                               Q.B.C.C No. 065414
                                                                                                                                                                                                                                                                                                            Lindlight Holdings Pty Ltd
                                                                                                                                                                                                                                                                                                                ACN 010 852 212

                                                                                                                                                                                                                                                                                    design               drawn                          scale
                                                  BOUNDRY                                                                                                                                                                                                                           PLB                  JM          1:100, 1:50 at A3
                                                                                                                                                                                                                                                                                                                                    project
                                                                                                                                                                                                                                                                                    PROPOSED
                                                                      RL 19.190                                                                                                                                                                                                     DRIVEWAY
                                                                                                                                                                                                                                                                                                                                       client
                                                                                                                     RL 18.940
                                                        250




                     CROSSOVER                                                                                                                                                                                                                                                      MR & MRS TODD
                                                                                                                                                                                                                                                                                                                                  address
                                                                                                                                                                                                                                                                                    LOT 12 GRANT STREET
                                                                                                            700




                                                                                                                                                                                RL 18.240                                                                                           NOOSA HEADS
                                                                                                                                                                                                                         RL 18.000   CARPORT LEVEL
                                                                                                                                                                                                                                                                                                                              sheet title
                                                                                                                                                                          250



                                                                                                                                                                                                                                                                                    NEW DRIVEWAY
                                                                                                                                                                                                                                                                                                         28 Musgrave Avenue, Southport
                                                                                                                                                                                                                                                                                                         P.O. Box 217 Chirn Park Qld 4215
                                                                                                                                                                                                                                                                                                         ph 5591 2155      fax 5591 2188
                                                                                      2000                                                         2800                                          2000                                                                               building designers
                                                                                                                                                                                                                                                                                    association
                                                                                                                                                                                                                                                                                    of australia ltd     [email protected]
                                                                                   1:8 FALL                                                     1:4 FALL                                       1:8 FALL                                                                                 These plans may not be copied in whole or part without
                                                                                                                                                                                                                                                                                          written permission of Burleigh Design Copyright ©
                                                                                                                                                                                                                                                                                    date                                        issue no.
                                                                                                                                                                                                                                                                                    27/04/15                                    SK-01


                DRIVEWAY SECTION 1:50                                                                                                                                                                                                                                               sheet no.
                                                                                                                                                                                                                                                                                     1 of 1
                                                                                                                                                                                                                                                                                                                          drawing no.
                                                                                                                                                                                                                                                                                                                        07-3646