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2024038-OPW Rev A

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                                                                                                        Proposed Driveway
                                                                                               Engineering Plans for OPW Application
                                                                                                                                                        at
                                                                                                                                             11 Majestic Dr, Pomona
                                                                                                                                                       For
                                                                                                                                                  L. Thornton




                                                                  SITE OF WORKS




                                                                                                                                                                                                                                 RP Description
                                                                                                                                                                                                                                 Lot 5 RP324164

                                                                                                                                                                                                                                 11 Majestic Dr, Pomona

                                                                                                                                                                                                                                 Site Area = 843m²




                                                                                               Issue Date Description             By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                A   27-06-24 For OPW Submission   JAG   BG
                                                                                                                                                                      ABN: 13 609 593 339 Project       Proposed Driveway                 Drawing Title   Index & Locality Plan
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                   PO Box 5028
                                                                                                                                                                           Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                 Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                   QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                             Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                 Email: [email protected] Client     L. Thornton                       Project No.     2024038 Dwg No. 01      of   08   Issue   A
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Page 2

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                D       D




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W


                                                                                                                              IL 86.29




                                                                                                                                                       W
                                                                                                                       Outlet ater                                             6
                                                                                                                                                                       RL 86.2r M/H
                                                                                                                       Roofw Hyd 86.




                                                                                                                                                                                                                                                                                                                                     86.90
                                                                                                                   18                                                  Sewe                                 te Road
                                                                                         86.23
                                                                                               86.21
                                                                                                     86.                    86.25                                                                     Concre                                                                                                                                                                IL 86.92
                                                                                                         27                                                       86.36                                                                                             86.68                         86.81       86.85
                                                                                                                                                                                                                                                                                                                                     86.89                           Outlet ater
                                                                                          86.37 H 8
                                                                                                     6.3     Meter                                                    86.50                            86.47                             86.58                      86.84                     86.97                                                                  Roofw .94
                                                                                                                                                                                                                                                                                                                                                                                                                                            MAJES
                                                                                                                                                                                                                                                                                                                                                                                                                                                    TIC DR
                                                                                                                                                                  W                                                            86.53                                                                      86.96                                                                         86
                                                                                   86. Meter W 1 W                                                                                        W              ay           86.74 86.69                                                                      Orna
                                                                                                                                                                                                                                                                                                                            86.99                                                                             86.92
                                                                                                                                                                                                                                                                                                                                                                                                                              86.92
                                                                                      50                             86.45
                                                                                                                               86.44 86.50                                                         Drivew te
                                                                                                                                                                                                           W                                                Orna                                                                                                                87.04




                                                                                                                                                                                                                                                                                                                                             87.00
                                                                                                                                                                                                   Concre                    W       86                                                                                                                                 ole                                87.07
                                                                                                                                                                                                                                                                                                                                                                Light P




                                                                                                                               //
                                                                                                            86.        Wi                                                                                                               .7       W                                                                                                                                                                                te




                                                                                                                                                                                                                    86.
                                                                                                                42         re                                                                                                    5                                 W
                                                                                                                                                                                                                                                                                                                                                                                                                            Concre




                                                                                                                                                                                                                        74
                                                                                                Fe                                                                                    86.63
                                                                                                                                                                                                                                                                                        W
                                                                                                             //




                                                                                                                                                                                                                                                                                                                                                                                                              87.13 87.14
                                                                                                 nc
                                                                                           86.      e                                                                                                                                                                                                        W
                                                                                              69                                                                                                                                                                                                                                             W                              469                                                    0
                                                                                                                                                                                                                                                                                                                          .99
                                                                                                                                                                                                                                                                                                                                86                                   #1253o3wer
                                                                                                                                                                                                                                                                                                                                                                        W                                                   RL 87.1 M/H
                                                                                                                                                                                                                                                                                                                                                         NBN         U/G P                           W                      Sewer
                                                                                                                                                                                                                                                                                                                                                                                                                                   W




                                                                                                                                     //
                                                                                                                                                                                                                                                             86                                                                                                                    87
                                                                                                                                                                                          86                                                              .88                                                                                                                .14                                                              W
                                                                                                                                                                                             .87                                                                                                                                                                                                                        87.14                         W
                                                                                                                                                                                                                                                                                                                                                                                                                                                             W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 W




                                                                                                                                                                                                                                                                                                                                                                               87
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W




                                                                                                                                                                                                                                                                                                                                                                                 .15
                                                                                                                                                                                                                                                                                                                                                                                                      Conduit                                                            W




                                                                                                                                                                                                                                                                                                                                                                                                                                    87.13
                                                                                                                                          //
                                                                                                                                          86.91




                                                                                                                                                                                                                                                                                                                                                                     87.16




                                                                                                                                                                                                                                                                                                                                                                                                                                   87.31
                                                                                                                                                                                                                                                                                                                                                           87
                                                                                                                                                                                                                                                                                                                                                 .25




                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                87
                                                                                                                                                                                                                                                                                                                                                                                                                             .54




                                                                                                                                                                                                                                                                                                                                                            87.34
                                                                                                                                                                                                                                                                                               87
                                                                                                                                                                                                                                                                                            .28                                               87




                                                                                                                                                       //
                                                                                                                                                                                                                       87                                                                                                                       .33
                                                                                                                                                                                                                    .23




                                                                                                                                                       87.16




                                                                                                                                                                                                                                                                                                                                                                                                  87.5
                                                                                                                                                                                                                                                                                                                                                                                                       5
                                                                                                                                                                       e
                                                                                                                                                                  Fenc
                                                                                                                                                            //

                                                                                                                                                                       Wire
                                                                                                                                                                  //

                                                                                                                                                                                                                                                                                                                                                                                        87.50
                                                                                                                                                                                                                                                                                                                          87.5




                                                                                                                                                                                                                                                                                                                                                 87.44
                                                                                                                                                                                                                                                                                87
                                                                                                                                                                        //



                                                                                                                                                                                                                                                                                  .47                                         0
                                                                                                                                                                        87.24




                                                                                                                                                                                                                                  87
                                                                                                                                                                                                                             .36




                                                                                                                                                                                                                                                                                                                                                         Pile of F
                                                                                                                                                                                                                                                                                                                                                                                             87
                                                                                                                                                                                //




                                                                                                                                                                                                                                                                                                                                                                       87.45
                                                                                                                                                                                                                                                                                                                                                                                        .60




                                                                                                                                                                                                                                                                                                                                                         ill
                                                                                                                                                                                     //
                                                                                                                                                                                      87.26




                                                                                                                                                                  Wir
                                                                                                                                                        Fen           e
                                                                                                                                                   ce                                //
                                                                                                                                                           //




                                                                                                                                                                                                                                                                                                                                                                                   87.50
                                                                                                                                //        87.19                                                                                           87
                                                                                                                                                                                                                                       .27
                                                                                                        //
                                                                                               87.15

                                                                                                                                                                                                                                                                                            87




                                                                                                                                                                                                                                                                                                                           87.56
                                                                                                                                                                                                                                                                                              .48



                                                                                                                                                                                                                                                                                                                                                            8
                                                                                                                                                                                                                                                                                                                                                              87.5
                                                                                                                                                                                                                                                                                                                                                                        87.69

                                                                                                                       86.95                                                                                                                                                                                      87.53

                                                                                                                                                                87.03
                                                                                               Conduit
                                                                                                                                                                                                                                      87.23
                                                                                                                                                                                                                                                                f Bank
                                                                                            6                                                                                                                                                                          Top o                                               .58
                                                                                                                                                                                                                                                                                                                                87
                                                                                     RL 85.9 M/H
                                                                                                                                                                                                                                                                                    87.36
                                                                                     Sewer                                                                                                                                                                                                                                87.53

                                                                                                                                                                                                                                                                                                                                                                               87.62

                                                                                                     85.26
                                                                                                                  Bank                   of
                                                                                                                                                                                                                                                                                                                                                               87.25
                                                                                                                                    ttom                                                                                                                                                                                                                       87.00
                                                                                                 85.29            //       85.38 Bo
                                                                                                                                          //      85.49                                                                                                                                                                                                       86.75
                                                                                                                                                                  //
                                                                                                                                                                                              //                                 85.48
                                                                                                                                                                                                                                                                                                                                                              86.50
                                                                                                                                                                                              Fence            //     e
                                                                                                                                                                                                       85.45 Chainwir            //
                                                                                                                                                                                                                                                     //                                                                                                       86.25                                                                                                                                 0       2    4         6          8      10m
                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                              .50                 //                                                          86.00 85.75
                                                                                                                                                                                                                                                                                 85                          85.55        //                                                                                                                                                                                    SCALE 1:200 A3
                                                                                                                                                                                                                                                                                                                                                           //         85.66


                                                                                                     Issue Date Description                                                                    By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                        A         27-06-24 For OPW Submission                                                  JAG    BG
                                                                                                                                                                                                                                                                                                       ABN: 13 609 593 339 Project                                                                                                 Proposed Driveway                         Drawing Title   Existing Features Plan
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                                                                    PO Box 5028
                                                                                                                                                                                                                                                                                                            Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                                                                  Location                                                                                             11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                                                                    QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                                                              Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                                                                  Email: [email protected] Client                                                                                               L. Thornton                               Project No.     2024038 Dwg No. 02                  of   08   Issue   A

Page 3

                                                                                                                                                                                                                                                                                                                                                                               LEGEND


                                                                                                                                                                                                                                                                                                                                                                                 D       D


                                                                                                                                                                                                                                                                                      4.50m
                                                                                                                                                                                                                                                                                                                                        MAJES




                                                                                                                                               W
                                                                                                                                                              RL    M/H
                                                                                                                                                                                                                                                              0.50m                                                                           TIC DR                                     W
                                                                                                                                                              Sewer                            te Road
                                                                                           86.25                                                                                         Concre                                                                                                                0.50m
                                                                                                                                                         W
                                                                                                                                                           86.                 W          ay                                                                  Orna
                                                                                   86.50                                                                 0     5                    Drivew te W                                 Orna




                                                                                                                                                                                                                                                                              87.00
                                                                                                                                                                                    Concre             W       86




                                                                                                                         //
                                                                                               re
                                                                                                    Wi                                                                                                            .7   W                                                                                               Concre
                                                                                                                                                                                                                                                                                                                             te
                                                                                                  F                                                                                                        5                       W
                                                                                                                                                                                                                                                     W
                                                                                                           //
                                                                                           en
                                                                                             ce                                                                                                                                                                  W
                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                   W                   RL
                                                                                                                                                                                                                                                                                                               W             M/H
                                                                                                                                                                                                                                                                                                                       Sewer
                                                                                                                                                                                                                                                                                                                         W




                                                                                                                                //
                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                                                                                                              W
                                                                                                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                                                                                                       W
                                                                                                                                                                                                                                                                                                                                                           W




                                                                                                                                     //
                                                                                                                                                                                                                                                                                         87
                                                                                                                                                                                                                                                                                .25




                                                                                                                                          //
                                                                                                                                               //

                                                                                                                                                              e
                                                                                                                                                         Fenc
                                                                                                                                                    //

                                                                                                                                                              Wire
                                                                                                                                                         //

                                                                                                                                                                                                                                                                                                         87.50
                                                                                                                                                                                                                                                                      87.5
                                                                                                                                                               //



                                                                                                                                                                                                                                                                          0




                                                                                                                                                                                                                                                                                       Pile of F
                                                                                                                                                                     //




                                                                                                                                                                                                                                                                                      ill
                                                                                                                                                                          //




                                                                                                                                                         Wir
                                                                                                                                                Fen          e
                                                                                                                                           ce                             //
                                                                                                                                                   //




                                                                                                                                                                                                                                                                                                       87.50
                                                                                                                           //
                                                                                                      //




                                                                                                                                                                                                                                f Bank
                                                                                                                                                                                                                                       Top o
                                                                                     RL    M/H
                                                                                     Sewer




                                                                                                                Bank                                                                                                                                                                         87.25
                                                                                                                             m of
                                                                                                                //
                                                                                                                        Botto                                                                                                                                                                87.00
                                                                                                                                     //                                                                                                                                                     86.75
                                                                                                                                                         //
                                                                                                                                                                               //                                                                                                           86.50
                                                                                                                                                                                      ire Fen
                                                                                                                                                                                              ce  //
                                                                                                                                                                               Chainw                      //                                                                               86.25                                                                                    0       2    4         6          8      10m
                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                              .50        //                                 86.00 85.75
                                                                                                                                                                                                                                                 85                   //                                                                                                                         SCALE 1:200 A3
                                                                                                                                                                                                                                                                                         //


                                                                                                  Issue Date Description                                                           By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                   A            27-06-24 For OPW Submission                                        JAG   BG
                                                                                                                                                                                                                                                                       ABN: 13 609 593 339 Project                        Proposed Driveway                    Drawing Title   Development Layout Plan
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                                    PO Box 5028
                                                                                                                                                                                                                                                                            Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                                  Location                    11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                                    QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                              Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                                  Email: [email protected] Client                      L. Thornton                          Project No.     2024038 Dwg No. 03                 of   08   Issue   A

Page 4

                                                                                                                                                                                                                                                                                                                                                                                               LEGEND



                                                                                                                                                                                                                                                                                            4.50m                                                                                                 D        D
                                                                                                                                                                                                                                                                                                                                                     MAJES




                                                                                                                                                  W
                                                                                                                                                                 RL    M/H
                                                                                                                                                                                                                                                                   0.50m                                                                                   TIC DR
                                                                                                                                                                 Sewer                            te Road
                                                                                           86.25                                                                                            Concre                                                                                                                          0.50m                                                                         W
                                                                                                                                                                                                                                                                            00




                                                                                                                                                                                                                                                                            rhs
                                                                                                                                                                                                                                                                                                                    00
                                                                                                                                                            W
                                                                                                                                                              86.                 W




                                                                                                                                                                                                                                                                                                          lhs
                                                                                                                                                                                             ay                                      Orna                          Orna
                                                                                                                                                                                                                                                                   1.66
                                                                                   86.50                                                                    0     5                    Drivew te W
                                                                                                                                                                                                                                                                        9




                                                                                                                                                                                                                                                                                    87.00
                                                                                                                                                                                       Concre             W        86




                                                                                                                         //
                                                                                               re
                                                                                                    Wi                                                                                                                .7   W                                                                                                        Concre
                                                                                                                                                                                                                                                                                                                                          te
                                                                                                  F                                                                                                            5                        W                                                                           1.576
                                                                                                                                                                                                                                                          W
                                                                                                           //
                                                                                           en
                                                                                             ce                                                                                                                                                                         W
                                                                                                                                                                                                                                                                                  W                                                                                                                       FSL 2.96
                                                                                                                                                                                                                                                                                                          W                         RL
                                                                                                                                                                                                                                                                                                                            W             M/H
                                                                                                                                                                                                                                                                                                                                    Sewer
                                                                                                                                                                                                                                                                                                                                      W




                                                                                                                                   //
                                                                                                                                                                                                                                                                    5                                                                           W
                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                           W
                                                                                                                                                                                                                                                                                                                5                                               W
                                                                                                                                                                                                                                                                                                                                                                    W                            TOP 3.01
                                                                                                                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                                                                                                                                                                                 TOE 2.58




                                                                                                                                        //
                                                                                                                                                                                                                                                                                               87
                                                                                                                                                                                                                                                                                      .25




                                                                                                                                             //
                                                                                                                                                                                                                                                              10

                                                                                                                                                                                                                                                                                                         10              1.61m                                          EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                          11.276
                                                                                                                                                                                                                                                                                                                                                                        SITE STRIP:              10m³




                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                         11.323                                                         EARTHWORKS CUT:          0m³
                                                                                                                                                                                                                                                                                                                                                                        FILL REQUIRED:           71m³
                                                                                                                                                                                                                                                                                                                                                                        IMPORT:                  71m³




                                                                                                                                                                 e
                                                                                                                                                                                                                                                                                                                                                                        NOTES:




                                                                                                                                                            Fenc
                                                                                                                                                       //
                                                                                                                                                                                                                                                                                                                                                                         1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                         2. ASSUMED SITE STRIP AT 100mm THICK.
                                                                                                                                                                                                                                                                                                                                                                         3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN



                                                                                                                                                                 Wire
                                                                                                                                                                                                                                                                                                                                                                            LEVELS AFTER "SITE STRIP" AND EARTHWORKS PAD/
                                                                                                                                                            //                                                                                                                                                                                                              SUBGRADE LEVEL.


                                                                                                                                                                                                                                                                                                                    87.50
                                                                                                                                                                                                                                                                            87.5
                                                                                                                                                                  //



                                                                                                                                                                                                                                                                                0




                                                                                                                                                                                                                                                                                             Pile of F
                                                                                                                                                                        //




                                                                                                                                                                                                                                                                                            ill
                                                                                                                                                                             //




                                                                                                                                                            Wir
                                                                                                                                                   Fen          e
                                                                                                                                              ce                             //
                                                                                                                                                      //




                                                                                                                                                                                                                                                                                                                87.50
                                                                                                                              //
                                                                                                      //




                                                                                                                                                           FSL 87.009
                                                                                                                                                                        FSL 87.033
                                                                                                                                                                                                                    C




                                                                                                                                                                                                                               FSL 87.232
                                                                                                                          A                                                                                                          f Bank
                                                                                                                                                                                                                                            Top o                  FSL 87.335
                                                                                     RL                                  05                                                                                                                                                       FSL 87.534
                                                                                           M/H
                                                                                     Sewer


                                                                                                                         TOP 86.903                                      FSL 86.903
                                                                                                                         TOE 85.643
                                                                                                                Bank                                                                                                                                                                        A      87.25
                                                                                                                             m of
                                                                                                                //
                                                                                                                        Botto                                                                                                                                                                      87.00
                                                                                                                                        //                                                                                                                 FSL 87.455                             86.75
                                                                                                                                                            //
                                                                                                                                                                                  //                                                                                                TOP 87.455    86.50
                                                                                                                                                                                         ire Fen
                                                                                                                                                                                                 ce  //
                                                                                                                                                                                  Chainw                       //                                                                   TOE 86.000
                                                                                                                                                                                                                                //                                                                86.25                                                                                               0        2      4         6          8      10m
                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                   .50        //                                  86.00 85.75
                                                                                                                                                                                                          B
                                                                                                                                                                                                              05




                                                                                                                                                                                                                                                      85                    //                                                                                                                                       SCALE 1:200 A3
                                                                                                                                                                                                                                                                                               //


                                                                                                  Issue Date Description                                                              By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                   A            27-06-24 For OPW Submission                                           JAG   BG
                                                                                                                                                                                                                                                                            ABN: 13 609 593 339 Project                                Proposed Driveway                       Drawing Title   Earthworks Plan
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                                         PO Box 5028
                                                                                                                                                                                                                                                                                 Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                                       Location                            11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                                         QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                                   Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                                       Email: [email protected] Client                              L. Thornton                             Project No.     2024038 Dwg No. 04                     of   08   Issue   A

Page 5

                                                                                                                                                                                                                                                                     RP BDY
                                                                                                     RP BDY
                                                                                                                                                              A         SECTION A
                                                                                                                                                              04         SCALE 1:100




                                                                                                                                             RP BDY




                                                                                                                                                      1.40m




                                                                                                                                                                   B     SECTION B
                                                                                                                                                                   04        SCALE 1:100




                                                                                                                                                                                                                                                                                                  0    1.0    2.0        3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                             SCALE 1:100 A3



                                                                                               Issue Date Description             By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                A   27-06-24 For OPW Submission   JAG   BG
                                                                                                                                                                                                          ABN: 13 609 593 339 Project       Proposed Driveway                 Drawing Title   Earthworks Sections Plan
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                       PO Box 5028
                                                                                                                                                                                                               Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                     Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                       QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                 Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                     Email: [email protected] Client     L. Thornton                       Project No.     2024038 Dwg No. 05               of   08    Issue   A

Page 6

                                                                                                                                                                                                                                                                                                   LEGEND




                                 W
                                                                                                                                                                                                                                                                MAJES
                                                                                                                                                                                                                                                                      TIC DR                         D       D




                                                       RL    M/H                                                                                                                                                        4.50m                                                                                W
                                                                                                                                                                                                0.50m
                                                       Sewer                                       Road
                                                                                           oncrete                          C                                                                                                                       0.50m
                                                                                                                                                                                                        00




                                                                                                                                                                                                        rhs
                                                                                                                                                                                                                                               00
                                                  W
                                                                 W
                                                  86.                       W




                                                                                                                                                                                                                                   lhs
                                                                                       Way                                                                   Orna                    Orna
                                                                                                                                                                                     1.66
                                                      50                         Drivewete       W
                                                                                                                                                                                            9




                                                                                                                                                                                                                87.00
                                                                                                               W
                                                                                 Concr                                         W

                                                                                                                                       .75
                                                                                                                                             86
                                                                                                                                             W
                                                                                                                                                   W                                                                                                                  te
                                                                                                                                                             W
                                                                                                                                                                 W                                                                             1.576
                                                                                                                                                                                                                                                                Concre
                                                                                                                                                                     W
                                                                                                                                                                         W
                                                                                                                                                                                 W
                                                                                                                                                                                            W
                                                                                                                                                                                                         W
                                                                                                                                                                                                               W
                                                                                                                                                                                                                          W
                                                                                                                                                                                                                                   W                            RL
                                                                                                                                                                                                                                                W                     M/H
                                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                                            W   Sewer
                                                                                                                                                                                                                                                                   W
                                                                                                                                                                                                                                                                          W
                                                                                                                                                                                        5                                                                                      W




                                                                                                                                                                                                                                           5




                                                                                                                                                                                                                   87
                                                                                                                                                                                                                     .25
                                                                                                                                                                               10
                                                                                                                                                                                                                                       1
                                                                                                                                                                                                                                  10 .61m
                                                                                                                                                                         11.276
                              //




                                                                                                                                                                                                                                  11.323
                                   //
                                        //



                                                  ence
                                             //


                                                            F
                                                       Wire
                                                  //
                                                       //




                                                                                                                                                                                                                                               87.50



                                                                                                                                                                                                                                                                                                         0       1.0    2.0        3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                                       SCALE 1:100 A3



                                                                                                 Issue Date Description                           By Chkd
Datum           AHD          Scale        As Shown              Status     FOR APPROVAL
                                                                                                     A   27-06-24 For OPW Submission              JAG   BG
                                                                                                                                                                                                ABN: 13 609 593 339 Project       Proposed Driveway                                Drawing Title   Driveway Layout Plan
Date            June 2024                                       Drawn      JAG   Checked    BG                                                                                                           PO Box 5028
                                                                                                                                                                                                     Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the       Designed   JAG   Approved   BG                                                                                                                         Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                             QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                       Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                           Email: [email protected] Client     L. Thornton                                      Project No.     2024038 Dwg No. 06                    of   08    Issue   A

Page 7

                                                                                                                                                                              PROPERTY BDY




                                                                                                                                                                                                                                                                                                                                                                                                PROPERTY BDY
                                                                                                                                                              VIP RL 87.136
                                                                                                                                                              VIP RL 87.111
                                                                                                                                VIP RL 87.074




                                                                                                                                                                                                                                                                                                                                                                                VIP RL 87.179
                                                                                                    VIP RL 86.886




                                                                                                                                                                                                                                                                                                                                                                                VIP RL 87.154
                                                                                                                                                                                                                                                                                                                                                  VIP RL 87.117
                                                                                                                                                                                                                                                                                                                         VIP RL 86.929
                                                                                                                                                                                                                                          INDICATIVE GARAGE
                                                                                                                                                                                                                                          FFL: 87.65 #                                                                                                                                                                                                               INDICATIVE GARAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     FFL: 87.65 #


                                HORIZONTAL CURVE DATA
                                                                                                                                                                                                                                                                            HORIZONTAL CURVE DATA


                                VERTICAL CURVE LENGTH (m)
                                                                                                                                                                                                                                                                            VERTICAL CURVE LENGTH (m)
                                VERTICAL CURVE RADIUS (m)
                                                                                                                                                                                                                                                                            VERTICAL CURVE RADIUS (m)
                                VERTICAL GEOMETRY GRADE (%)                                                         12.5%                        2.5%             5%                                             6%
                                                                                                                                                                                                                                                                            VERTICAL GEOMETRY GRADE (%)                                  12.5%                     2.5%             5%                                                5.4%
                                VERTICAL GEOMETRY LENGTH (m)                                                         1.5                          1.5             0.5                                            7.77
                                                                                                                                                                                                                                                                            VERTICAL GEOMETRY LENGTH (m)                                  1.5                       1.5             0.5                                               7.82

                                DATUM RL = 82.300                                                                                                                                                                                                                           DATUM RL = 82.400
                                                                                               86.886



                                                                                                                           87.074
                                                                                                                                                87.078

                                                                                                                                                         87.111
                                                                                                                                                                   87.136


                                                                                                                                                                                             87.225




                                                                                                                                                                                                                        87.524


                                                                                                                                                                                                                                 87.600
                                FINISHED SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                    86.929



                                                                                                                                                                                                                                                                                                                                             87.117
                                                                                                                                                                                                                                                                                                                                                                  87.119

                                                                                                                                                                                                                                                                                                                                                                           87.154
                                                                                                                                                                                                                                                                                                                                                                                     87.179


                                                                                                                                                                                                                                                                                                                                                                                                               87.260




                                                                                                                                                                                                                                                                                                                                                                                                                                                 87.529


                                                                                                                                                                                                                                                                                                                                                                                                                                                            87.600
                                                                                                                                                                                                                                                                            FINISHED SURFACE LEVEL
                                                                                               86.886



                                                                                                                           86.982
                                                                                                                                                86.980

                                                                                                                                                         86.981
                                                                                                                                                                   86.983


                                                                                                                                                                                             87.000




                                                                                                                                                                                                                        87.226


                                                                                                                                                                                                                                 87.282
                                EXISTING SURFACE LEVEL




                                                                                                                                                                                                                                                                                                                    86.929



                                                                                                                                                                                                                                                                                                                                             87.038
                                                                                                                                                                                                                                                                                                                                                                  87.040

                                                                                                                                                                                                                                                                                                                                                                           87.056
                                                                                                                                                                                                                                                                                                                                                                                     87.062


                                                                                                                                                                                                                                                                                                                                                                                                               87.106




                                                                                                                                                                                                                                                                                                                                                                                                                                                 87.292


                                                                                                                                                                                                                                                                                                                                                                                                                                                            87.332
                                                                                                                                                                                                                                                                            EXISTING SURFACE LEVEL


                                CUT / FILL DEPTH
                                                                                               0.000



                                                                                                                           0.092
                                                                                                                                                0.097

                                                                                                                                                         0.130
                                                                                                                                                                   0.153


                                                                                                                                                                                             0.226




                                                                                                                                                                                                                        0.298


                                                                                                                                                                                                                                 0.318
                                                                                                                                                                                                                                                                            CUT / FILL DEPTH




                                                                                                                                                                                                                                                                                                                    0.000



                                                                                                                                                                                                                                                                                                                                             0.079
                                                                                                                                                                                                                                                                                                                                                                  0.079

                                                                                                                                                                                                                                                                                                                                                                           0.098
                                                                                                                                                                                                                                                                                                                                                                                     0.117


                                                                                                                                                                                                                                                                                                                                                                                                               0.154




                                                                                                                                                                                                                                                                                                                                                                                                                                                 0.237


                                                                                                                                                                                                                                                                                                                                                                                                                                                            0.268
                                                                                                                                                                                                                                 11.276
                                CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                                                                                                                                            11.323
                                                                                                                           1.503
                                                                                                                                                1.669

                                                                                                                                                         3.003
                                                                                                                                                                   3.503




                                                                                                                                                                                                                                                                            CONTROL LINE CHAINAGE




                                                                                                                                                                                                                                                                                                                                             1.503
                                                                                                                                                                                                                                                                                                                                                                  1.576

                                                                                                                                                                                                                                                                                                                                                                           3.003
                                                                                                                                                                                                                                                                                                                                                                                     3.503
                                                                                                                                                                                                                        10




                                                                                                                                                                                                                                                                                                                                                                                                                                                 10
                                                                                               0




                                                                                                                                                                                             5




                                                                                                                                                                                                                                                                                                                    0




                                                                                                                                                                                                                                                                                                                                                                                                               5
                              LONGITUDINAL SECTION RHS                                                                                                                                                                                                                     LONGITUDINAL SECTION LHS




                                                                                                                                                                                                                                                                                                                                                                                                                                             0   1.0       2.0          3.0        4.0    5.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                                          SCALE 1:100 A3



                                                                                                Issue Date Description                                                                                By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                     A              27-06-24 For OPW Submission                                                       JAG   BG
                                                                                                                                                                                                                                                                  ABN: 13 609 593 339 Project       Proposed Driveway                                                                                                   Drawing Title   Driveway Longitudinal Sections
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                               PO Box 5028
                                                                                                                                                                                                                                                                       Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                             Location   11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                               QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                         Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                             Email: [email protected] Client     L. Thornton                                                                                                         Project No.     2024038 Dwg No. 07                    of   08    Issue   A

Page 8

                                                                                                                                  Centreline Data                                                                                                   Centreline Data
                                                                                                                                  X = 131.624                                                                                                       X = 130.837
                                                                                                                                  Y = 101.178                                             0.8%              1 in -6                                 Y = 96.240                                                         0.08%
                                                                                                                                  Z = 87.226                                                                                                        Z = 87.528                            1 in -6

                                                                                                                                  DATUM RL 86.000                                                                                                   DATUM RL 86.500




                                                                                                                                                                                                                                                                              87.306


                                                                                                                                                                                                                                                                                                         87.536
                                                                                                                                                                                                                                                                                                         87.531




                                                                                                                                                                                                                                                                                                                               87.528
                                                                                                                                                                                                                                                                                                                               87.530
                                                                                                                                                               87.129

                                                                                                                                                                             87.263
                                                                                                                                                                             87.262




                                                                                                                                                                                                  87.226
                                                                                                                                                                                                  87.226


                                                                                                                                                                                                                                86.960
                                                                                                                                  DESIGN                                                                                                            DESIGN




                                                                                                                                                                                                                                                                              87.306


                                                                                                                                                                                                                                                                                                         87.300
                                                                                                                                                                                                                                                                                                         87.294




                                                                                                                                                                                                                                                                                                                               87.226
                                                                                                                                                                                                                                                                                                                               87.223
                                                                                                                                                               87.129

                                                                                                                                                                             87.109
                                                                                                                                                                             87.108




                                                                                                                                                                                                  87.000
                                                                                                                                                                                                  86.999


                                                                                                                                                                                                                                86.960
                                                                                                                                  SURVEY                                                                                                            SURVEY




                                                                                                                                                                                                                                                                              -6.380


                                                                                                                                                                                                                                                                                                         -5.000
                                                                                                                                                                                                                                                                                                         -4.500
                                                                                                                                                               -5.347

                                                                                                                                                                             -4.546
                                                                                                                                                                             -4.500




                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                                                                                                                                                                                                                               0.250
                                                                                                                                                                                                  0.000
                                                                                                                                                                                                  0.020


                                                                                                                                                                                                                                1.620
                                                                                                                                  OFFSET                                                                                                            OFFSET

                                                                                                                                                                                       CHAINAGE 5                                                                                                        CHAINAGE 10

                                                                                                                                  Centreline Data                                                                                                   Centreline Data
                                                                                                                                                                                                                                                    X = 130.994
                                                                                                                                  X = 131.781                                                                                                       Y = 97.227
                                                                                                                                                                                         0.95%             1 in -6                                                                                                     0.23%
                                                                                                                                  Y = 102.165                                                                                                       Z = 87.467                              1 in -6                                       1 in -6
                                                                                                                                  Z = 87.166
                                                                                                                                  DATUM RL 86.000                                                                                                   DATUM RL 86.500




                                                                                                                                                                                                                                                                                 87.271


                                                                                                                                                                                                                                                                                                         87.482
                                                                                                                                                                                                                                                                                                         87.478




                                                                                                                                                                                                                                                                                                                               87.467
                                                                                                                                                                                                                                                                                                                               87.469



                                                                                                                                                                                                                                                                                                                                                       87.130
                                                                                                                                                                 87.089

                                                                                                                                                                             87.209




                                                                                                                                                                                                  87.166


                                                                                                                                                                                                                       86.961
                                                                                                                                  DESIGN                                                                                                            DESIGN




                                                                                                                                                                                                                                                                                 87.271


                                                                                                                                                                                                                                                                                                         87.266
                                                                                                                                                                                                                                                                                                         87.256




                                                                                                                                                                                                                                                                                                                               87.182
                                                                                                                                                                                                                                                                                                                               87.179



                                                                                                                                                                                                                                                                                                                                                       87.130
                                                                                                                                                                 87.089

                                                                                                                                                                             87.071




                                                                                                                                                                                                  86.981


                                                                                                                                                                                                                       86.961
                                                                                                                                  SURVEY                                                                                                            SURVEY




                                                                                                                                                                                                                                                                                 -6.187


                                                                                                                                                                                                                                                                                                         -4.921
                                                                                                                                                                                                                                                                                                         -4.500




                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                                                                                                                                                                                                                               0.204



                                                                                                                                                                                                                                                                                                                                                       2.241
                                                                                                                                                                                                                                                    OFFSET




                                                                                                                                                                 -5.218

                                                                                                                                                                             -4.500




                                                                                                                                                                                                  0.000


                                                                                                                                                                                                                       1.230
                                                                                                                                  OFFSET

                                                                                                                                                                                      CHAINAGE 4                                                                                                                    CHAINAGE 9
                                                                                                                                                                                                                                                    Centreline Data
                                                                                                                                  Centreline Data                                                                                                   X = 131.152
                                                                                                                                  X = 131.939                                                                                                       Y = 98.215                                                         0.37%
                                                                                                                                  Y = 103.153                                            1.01%                                                      Z = 87.407                                  1 in -6                                  1 in -6
                                                                                                                                  Z = 87.111
                                                                                                                                                                                                                                                    DATUM RL 86.500
                                                                                                                                  DATUM RL 86.000




                                                                                                                                                                                                                                                                                       87.239


                                                                                                                                                                                                                                                                                                          87.427
                                                                                                                                                                                                                                                                                                          87.424




                                                                                                                                                                                                                                                                                                                               87.407
                                                                                                                                                                                                                                                                                                                               87.409



                                                                                                                                                                                                                                                                                                                                                    87.087
                                                                                                                                                                                                                                                    DESIGN




                                                                                                                                                                    87.068
                                                                                                                                                                             87.157




                                                                                                                                                                                                  87.111

                                                                                                                                                                                                              86.973
                                                                                                                                  DESIGN




                                                                                                                                                                                                                                                                                       87.239


                                                                                                                                                                                                                                                                                                          87.228
                                                                                                                                                                                                                                                                                                          87.219




                                                                                                                                                                                                                                                                                                                               87.138
                                                                                                                                                                                                                                                                                                                               87.135



                                                                                                                                                                                                                                                                                                                                                    87.087
                                                                                                                                                                                                                                                    SURVEY




                                                                                                                                                                    87.068
                                                                                                                                                                             87.057




                                                                                                                                                                                                  86.981

                                                                                                                                                                                                              86.973
                                                                                                                                  SURVEY




                                                                                                                                                                                                                                                                                       -5.958


                                                                                                                                                                                                                                                                                                          -4.827
                                                                                                                                                                                                                                                                                                          -4.500




                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                                                                                                                                                                                                                               0.158



                                                                                                                                                                                                                                                                                                                                                    2.085
                                                                                                                                                                                                                                                    OFFSET

                                                                                                                                                                    -5.029
                                                                                                                                                                             -4.500




                                                                                                                                                                                                  0.000

                                                                                                                                                                                                              0.829
                                                                                                                                  OFFSET
                                                                                                                                                                                                                                                                                                                    CHAINAGE 8
                                                                                                                                                                                      CHAINAGE 3
                                                                                                                                  Centreline Data                                                                                                   Centreline Data
                                                                                                                                                                                                                                                    X = 131.309                                                        0.51%
                                                                                                                                  X = 132.096                                                                                                                                                                                           1 in -6
                                                                                                                                                                                                                                                    Y = 99.202
                                                                                                                                  Y = 104.140                                            0.99%
                                                                                                                                                                                                                                                    Z = 87.347
                                                                                                                                  Z = 87.086

                                                                                                                                  DATUM RL 86.000                                                                                                   DATUM RL 86.000




                                                                                                                                                                                                                                                                                           87.210

                                                                                                                                                                                                                                                                                                          87.372
                                                                                                                                                                                                                                                                                                          87.370




                                                                                                                                                                                                                                                                                                                               87.347
                                                                                                                                                                                                                                                                                                                               87.348



                                                                                                                                                                                                                                                                                                                                                  87.045
                                                                                                                                                                        87.055
                                                                                                                                                                        87.131




                                                                                                                                                                                                  87.086
                                                                                                                                                                                                           86.975
                                                                                                                                  DESIGN                                                                                                            DESIGN




                                                                                                                                                                                                                                                                                           87.210

                                                                                                                                                                                                                                                                                                          87.188
                                                                                                                                                                                                                                                                                                          87.182




                                                                                                                                                                                                                                                                                                                               87.092
                                                                                                                                                                                                                                                                                                                               87.089



                                                                                                                                                                                                                                                                                                                                                  87.045
                                                                                                                                                                        87.055
                                                                                                                                                                        87.045




                                                                                                                                                                                                  86.980
                                                                                                                                                                                                           86.975
                                                                                                                                  SURVEY                                                                                                            SURVEY




                                                                                                                                                                                                                                                                                           -5.709

                                                                                                                                                                                                                                                                                                          -4.734
                                                                                                                                                                                                                                                                                                          -4.500




                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                                                                                                                                                                                                                               0.112



                                                                                                                                                                                                                                                                                                                                                  1.930
                                                                                                                                                                                                                                                    OFFSET
                                                                                                                                                                        -4.952
                                                                                                                                                                        -4.500




                                                                                                                                                                                                  0.000
                                                                                                                                                                                                           0.666




                                                                                                                                  OFFSET

                                                                                                                                                                                      CHAINAGE 2                                                                                                                    CHAINAGE 7

                                                                                                                                  Centreline Data                                                                                                   Centreline Data                                                                                             Centreline Data
                                                                                                                                  X = 132.891                                                                                                       X = 131.467                                                        0.66%                                    X = 130.648
                                                                                                                                  Y = 105.958                                                                                                       Y = 100.190                                                                         1 in -6                 Y = 95.055                                   -0.09%
                                                                                                                                                                                          5.14%                                                                                                                                                                                            1 in -6
                                                                                                                                  Z = 86.886                                                                                                        Z = 87.287                                                                                                  Z = 87.600
                                                                                                                                  DATUM RL 86.000                                                                                                   DATUM RL 86.000                                                                                             DATUM RL 86.500
                                                                                                                                                                              87.043
                                                                                                                                                                              87.098




                                                                                                                                                                                                  86.886




                                                                                                                                                                                                                                                                                                87.171

                                                                                                                                                                                                                                                                                                           87.318
                                                                                                                                                                                                                                                                                                           87.316




                                                                                                                                                                                                                                                                                                                               87.287
                                                                                                                                                                                                                                                                                                                               87.287


                                                                                                                                                                                                                                                                                                                                              87.002




                                                                                                                                                                                                                                                                                                                                                                                  87.342



                                                                                                                                                                                                                                                                                                                                                                                                 87.601
                                                                                                                                                                                                                                                                                                                                                                                                 87.596




                                                                                                                                                                                                                                                                                                                                                                                                                      87.600
                                                                                                                                                                                                                                                                                                                                                                                                                      87.602
                                                                                                                                  DESIGN                                                                                                            DESIGN                                                                                                      DESIGN
                                                                                                                                                                              87.043
                                                                                                                                                                              87.036




                                                                                                                                                                                                                                                                                                87.171

                                                                                                                                                                                                                                                                                                           87.149
                                                                                                                                                                                                                                                                                                           87.145




                                                                                                                                                                                                                                                                                                                               87.046
                                                                                                                                                                                                                                                                                                                               87.044


                                                                                                                                                                                                                                                                                                                                              87.002




                                                                                                                                                                                                                                                                                                                                                                                  87.342



                                                                                                                                                                                                                                                                                                                                                                                                 87.333
                                                                                                                                                                                                                                                                                                                                                                                                 87.330




                                                                                                                                                                                                                                                                                                                                                                                                                      87.278
                                                                                                                                                                                                                                                                                                                                                                                                                      87.275
                                                                                                                                  SURVEY                                                                                                            SURVEY                                                                                                      SURVEY
                                                                                                                                                                              -4.442
                                                                                                                                                                              -4.118




                                                                                                                                                                                                                                                                                                -5.520

                                                                                                                                                                                                                                                                                                           -4.640
                                                                                                                                                                                                                                                                                                           -4.500




                                                                                                                                                                                                                                                                                                                                                                                  -6.556



                                                                                                                                                                                                                                                                                                                                                                                                 -5.000
                                                                                                                                                                                                                                                                                                                                                                                                 -4.500
                                                                                                                                                                                                  0.000




                                                                                                                                                                                                                                                                                                                               0.000
                                                                                                                                                                                                                                                                                                                               0.066


                                                                                                                                                                                                                                                                                                                                              1.775




                                                                                                                                                                                                                                                                                                                                                                                                                      0.000
                                                                                                                                                                                                                                                                                                                                                                                                                      0.250
                                                                                                                                  OFFSET                                                                                                            OFFSET                                                                                                      OFFSET

                                                                                                                                                                             CHAINAGE 0.003                                                                                                                         CHAINAGE 6                                                                CHAINAGE 11.2



                                                                                                                                                                                                                                                                                                                                                                                                              0       2         4         6          8      10m


                                                                                                                                                                                                                                                                                                                                                                                                                               SCALE 1:200 A3



                                                                                               Issue Date Description                               By Chkd
Datum           AHD          Scale        As Shown            Status     FOR APPROVAL
                                                                                                A   27-06-24 For OPW Submission                     JAG   BG
                                                                                                                                                                                                                                                            ABN: 13 609 593 339 Project                              Proposed Driveway                                            Drawing Title           Driveway Cross Sections
Date            June 2024                                     Drawn      JAG   Checked    BG                                                                                                                                                                         PO Box 5028
                                                                                                                                                                                                                                                                 Maroochydore BC
© 360 Civil Consulting Pty Ltd - All Rights Reserved.
This drawing as been produced for the sole benefit of the     Designed   JAG   Approved   BG                                                                                                                                                                                       Location                          11 Majestic Dr, Pomona
Client in accordance with the Terms of Agreement.
                                                                                                                                                                                                                                                                         QLD 4558
No responsibility or liability will be assumed to any third   BEATRICE GIBBERD RPEQ 14557                                                                                                                                                                   Mobile: 0403 862 009
party. This document shall only be used for the site and
project specified.                                                                                                                                                                                                                       Email: [email protected] Client                            L. Thornton                                                  Project No.             2024038 Dwg No. 08                    of   08   Issue   A

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