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SCG 31084-C Issue 1 10.05.21 brian st

Attached to the e-mail Operational Works Application OPW21/0247 - DA Form 1 - Plan - 46 Bryan st Sunshine beach Excavation and Crossover.

of 5

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                                                                                                                                                                                                                                                                    Unit 1/11 Project Ave,

                                                                                                                                                                                                                                                                                             Ph (07) 5455 5604
                                                                                                                                                                                                                                                                                             email:[email protected]
                                                                                                                                                                                                                                                                                             web:www.scg-engineers.com
                                                                                                                                                                                                                                                                    Noosa Heads




                                                                                                                                                                                                                                                                                                                                                                                     Design: TH



                                                                                                                                                                                                                                                                                                                                                                                                                .
                                                                                                                                                                                                                                             Date




                                                                                                                                                                                                                                                                                                                                                                                                                  31084 - C1
                                                                                                                                                                                                                                         .




                                                                                                                                                                                                                                                                                                                             ABN 40 098 481 899




                                                                                                                                                                                                                                                                                                                                                                                     Drawn: TH
                                                                                                                                                                                                                                                                                                                                                                    SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                                                                  EXISTING SURVEY




                                                                                                                                                                                                                                                                                                                                                                                                      Drg No.
                                                                                                                                                                                                                                                                                                                                                                    46 BYRAN ST




                                                     55.2
                                                         5
                                                                                                                                                                                                                                             Description




                                                     55.50                                                                                                                            //
                                                                                                                                                                                                                                                                                                                                                                                     Date: May 2021




                                                                                                                  //                    //            //               //
                                                                                                                                                                                     55.25
                                                                                                              55.25
                                                                                                                                                                                                                                         .




                                                          55
                                                                                                                                                                                                                                                                                                                                                                                                       Checked:
                                                                                                                                                                                                                                                           Issue:




                                                              .7
                                                                                                                                                                                                                                                                                                                                                                    Project
                                                                                                                                                                                                                                             Revision




                                                                  5
                                                     56




                                                                                                                                                                                                                                                                                                                                                  Title:




                                                                                                                                                              Floor Level
                                                      .0
                                                       0




                                                                                                                                                              RL 57.998                                                                                                                            DEBUILD T/A
                                                                                                                                                                                                                                         .




                                                                                                                                                                                                                                                                                                                                                                                                      Rev. - 10.06.16
                                                                                    Existing Block Wall




                                                           56
                                                                .2
                                                                   5
                                                                                                                                                                                               Garden




                                                                                                                                               Floor Level
                                                                                                                                               RL
                                                              5
                                                         .2
                                                                               40.234




                                                       56                                                          Roof Peak
                                                                      53°30'




                                                                                                                   RL                                               Roof Peak
                                                                                                                                                                    RL
                                                                               55
                                                                                 .25




                                                                                                                                                                                                        40.234
                                                    0




                                                                                                                                                                                                                 233°30'




                                                                                                                        Overhead
                                                  .0
                                                56




                                                                                                                       Connection                      Floor Level
                                                                                                                                                       RL
                                                        75
                                                     55.
                                                     50
                                                 55.
                                                                                                                                                   55




                                                                                                                                                           Pavers
                                                                                                                                                     .25




                                          55.25                                                                                                                                                                      5
                                                                                                                                  Existing Rendered Retaining Wall Step
                                                                                                                                                                                                                   .2
                                                                                                                                                                                                                 55
        Existing Brick Retaining Wall
                                                                                                                                                                                                                   Existing Brick Wall




Existing Timber Sleeper Retaining Wall
                                                                                                                       54.25
                                          54
                                             .2 5         54.
                                                             50
                                          54
                                              .00
                                           53
                                              .75
                                           53
                                              .50
                                                          Trees




                                           53
                                              .25
                                           53
                                             .00
                                          52
                                             .75
                                          52.
                                                50
                                          52.2
                                              5
         Existing Rock Retaining Wall
                                                                                                                                    52.00
                                                                                                                        51.
                                                                                                                           75
                                                                                                                                                     Existing Brick Retaining Wall
                                                                                                                        51.5
                                                                                                                              0
                                                                                                          51.25
                                                                                                           51.00
                                                     50.75
                                                  50.50                                                                                                                              143°30'
                                                                                                                                                                                 15.088
                                                                                                                                                              Existing Rendered Block Wall
                                                                                                          50.25
                                                                                                                                                                                                                 50.00
                                                                                                                                    W
                                                                                                                                                                                                                          49.75
                                        Power Pole
                                         #31609
                                                                                                                                                                                                        49.50
                                                                                                                                                Sewer M/H
                                                                                                                                                RL
                                                                                                                                                                                           49.25
                                                 Outlet IL                                                             AHD RL / m                              Outlet IL
                                                Roofwater                                                              TBM Nail in Kerb                       Roofwater
                                                                                                                                                                                Sewer M/H
                                                                                                                                                                                RL
                                                                                                                                             Bryan Street
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SCG 31084-C Issue 1 10.05.21 brian st.pdf · 1.4 MB (small file)

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Full text of the other 4 pages

Page 2

                                                  Power Pole
                                                   #31609




                                                                                                                                                                                                                  55.25
                                                                                                                                                                                          54
                                                                                                                                                       5 2.

                                                                                                                                                              52.

                                                                                                                                                                       52

                                                                                                                                                                             53

                                                                                                                                                                                  53




                                                                                                                                                                                          54
                                                                                                                                                                                           53

                                                                                                                                                                                           53



                                                                                                                                                                                             .25
                                                                                                                                                                      .75

                                                                                                                                                                            .00

                                                                                                                                                                                     .2

                                                                                                                                                                                              .50

                                                                                                                                                                                              .75

                                                                                                                                                                                              .00
                                                                                                                                                       25

                                                                                                                                                                 50
                                                                                                                                                                                                                                                 56




                                                                                                                                                                                  5




                                                                                                                                                                                                                            55.
                                                                                            50.50

                                                                                                      50.75
                                                                                                                                                                                                                                                       .0




                                                                                                                                                                                                                                     55.
                                                                                                                                                                                                                                                         0




                                                                                                                                                                                                                                50



                                                                                                                                                                                                                                         75
                                                                                                                                                                             Trees




                                                                                                                                                                                               54.
                                                                                                                                                                                               50
                                                                                                                                                                                                                                                                  53°30'
                                                                                                                                                                                                                                                                  40.234
                                                                                                                                                                                                                                                             55
                                                                                                                                                                                                                                                       .25




                                                                               50.25




                                                                                                                      51.25
                                                                                                              51.00




                                                                                                                                                                                                     54.25




                                                                                                                                                                                                                                              Connection
                                                                                                                              51.5




                                                                                                                                                                                                                                               Overhead
                                                                                                                                      51.
                                                                                                                                          75
                                                                                                                                  0
                                                                  W
                                                                                                                                                                                                                                     PROPOSED




                                                                                                                                               52.00
Bryan Street




                                                                                                                                                                                                                                     BUILDING
                                   RL
                                   Sewer M/H




                                                                                                                                                                                                                          55
                                                                                                                                                                                                                      .25




                                                                                                                                                                                                                                         RL
                                                                                                                                                                                                                                         Floor Level
               RL
               Sewer M/H




                                                                                   15.088
                                                                                            143°30'
                           49.25




                                                                                                                                                                                                                                     40.234
                                          49.50




                                                                                                                                                                                                                                     233°30'




                                                                                                                                                                                                             55
                                                                       50.00




                                                                                                                                                                                                              .2
                                                               49.75




                                                                                                                                                                                                              5
                                                                                                                                                                                                                                                                                             .                      .                                            .
                                                                                                                                                                                                                                                                                             Revision               Description                                  Date
                                                                                                                                                                                                                                                                                                           Issue:


                                                                                                                                                                                                                                                                                                                                            Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                                                                            Noosa Heads
                                                                                                                                                                                                                                                                                                                                            Ph (07) 5455 5604




                                                                                                                                                                                                                                                                                             DEBUILD T/A
                                                                                                                                                                                                                                                                                                                                            email:[email protected]
                                                                                                                                                                                                                                                                                                                                            web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                                                                            ABN 40 098 481 899




                                                                                                                                                                                                                                                                                                           Title:   EARTHWORKS & PILING PLAN

                                                                                                                                                                                                                                                                                                       Project      46 BYRAN ST
                                                                                                                                                                                                                                                                                                                    SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                       Date: May 2021             Drawn: TH               Design: TH
                                                                                                                                                                                                                                                                                                                                  Drg No.




                                                                                                                                                                                                                                                                           Rev. - 10.06.16
                                                                                                                                                                                                                                                                                                 Checked:
                                                                                                                                                                                                                                                                                                                                  31084 - C2                            .

Page 3

                  .                      .                                            .
                  Revision               Description                                  Date
                                Issue:


                                                                 Unit 1/11 Project Ave,
                                                                 Noosa Heads
                                                                 Ph (07) 5455 5604




                  DEBUILD T/A
                                                                 email:[email protected]
                                                                 web:www.scg-engineers.com
                                                                 ABN 40 098 481 899




                                Title:   EARTHWORKS & PILING DETAILS

                            Project      46 BYRAN ST
                                         SUNSHINE BEACH
                            Date: May 2021             Drawn: TH               Design: TH
                                                       Drg No.




Rev. - 10.06.16
                      Checked:
                                                       31084 - C2.2                          .

Page 4

                                                  Power Pole
                                                   #31609




                                                                                                                                                                                                            55.25
                                                                                                                                                                                    54
                                                                                                                                                      52.

                                                                                                                                                            52.

                                                                                                                                                                      52

                                                                                                                                                                           53

                                                                                                                                                                           53




                                                                                                                                                                                    54
                                                                                                                                                                                     53

                                                                                                                                                                                     53



                                                                                                                                                                                      .25
                                                                                                                                                                     .75

                                                                                                                                                                              .00

                                                                                                                                                                              .25

                                                                                                                                                                                       .50

                                                                                                                                                                                        .75

                                                                                                                                                                                        .00
                                                                                                                                                      25

                                                                                                                                                                50
                                                                                                                                                                                                                                            56




                                                                                                                                                                                                                        55.
                                                                                            50.50

                                                                                                      50.75
                                                                                                                                                                                                                                               .  00




                                                                                                                                                                                                                                55.
                                                                                                                                                                                                                           50


                                                                                                                                                                                                                                    75
                                                                                                                                                                           Trees




                                                                                                                                                                                         54.
                                                                                                                                                                                         50
                                                                                                                                                                                                                                                            53°30'
                                                                                                                                                                                                                                                            40.234
                                                                                                                                                                                                                                                       55
                                                                                                                                                                                                                                                   .25




                                                                               50.25




                                                                                                                      51.25
                                                                                                              51.00




                                                                                                                                                                                               54.25




                                                                                                                                                                                                                                         Connection
                                                                                                                              51.5




                                                                                                                                                                                                                                          Overhead
                                                                                                                                     51.
                                                                                                                                         75
                                                                                                                              0
                                                                                                                                                                                                                                PROPOSED
                                                                  W




                                                                                                                                              52.00
Bryan Street




                                                                                                                                                                                                                                BUILDING
                                   RL
                                   Sewer M/H



                                                                                                                                                                                                                    55
                                                                                                                                                                                                                5      .2




                                                                                                                                                                                                                                    RL
                                                                                                                                                                                                                                    Floor Level
               RL
               Sewer M/H




                                                                                   15.088
                                                                                            143°30'
                           49.25




                                                                                                                                                                                                                                40.234
                                          49.50




                                                                                                                                                                                                                                233°30'




                                                                                                                                                                                                       55
                                                                       50.00




                                                                                                                                                                                                        .2
                                                               49.75




                                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                                       .                      .                                            .
                                                                                                                                                                                                                                                                                       Revision               Description                                  Date
                                                                                                                                                                                                                                                                                                     Issue:


                                                                                                                                                                                                                                                                                                                                      Unit 1/11 Project Ave,
                                                                                                                                                                                                                                                                                                                                      Noosa Heads
                                                                                                                                                                                                                                                                                                                                      Ph (07) 5455 5604




                                                                                                                                                                                                                                                                                       DEBUILD T/A
                                                                                                                                                                                                                                                                                                                                      email:[email protected]
                                                                                                                                                                                                                                                                                                                                      web:www.scg-engineers.com
                                                                                                                                                                                                                                                                                                                                      ABN 40 098 481 899




                                                                                                                                                                                                                                                                                                     Title:   DRIVEWAY & CROSSOVER PLAN

                                                                                                                                                                                                                                                                                                 Project      46 BYRAN ST
                                                                                                                                                                                                                                                                                                              SUNSHINE BEACH
                                                                                                                                                                                                                                                                                                 Date: May 2021             Drawn: TH               Design: TH
                                                                                                                                                                                                                                                                                                                            Drg No.




                                                                                                                                                                                                                                                                     Rev. - 10.06.16
                                                                                                                                                                                                                                                                                           Checked:
                                                                                                                                                                                                                                                                                                                            31084 - C3.1                          .

Page 5

                  .                      .                                            .
                  Revision               Description                                  Date
                                Issue:


                                                                 Unit 1/11 Project Ave,
                                                                 Noosa Heads
                                                                 Ph (07) 5455 5604




                  DEBUILD T/A
                                                                 email:[email protected]
                                                                 web:www.scg-engineers.com
                                                                 ABN 40 098 481 899




                                Title:   DRIVEWAY SECTION & DETAILS

                            Project      46 BYRAN ST
                                         SUNSHINE BEACH
                            Date: May 2021             Drawn: TH               Design: TH
                                                       Drg No.




Rev. - 10.06.16
                      Checked:
                                                       31084 - C3.2                          .

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