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SCG 0405 - CD Issue 1 - 17.12.2024

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THE SITE


                             Issue:




                             SCG HOLDINGS PTY LTD T/A
                                                                  Unit 1/11 Project Ave,
                                                                  Noosa Heads
                                                                  Ph (07) 5455 5604
                                                                  email:[email protected]
                                                                  web:www.scg-engineers.com
                                                                  ABN 68 669 675 790




                                        Title:




                                     Project




                                     Date:              Drawn                Design

                                       Checked:         Drg No.                        Rev.




           Rev. - 10.06.16
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Page 2

                  Issue:




                  SCG HOLDINGS PTY LTD T/A
                                                               Unit 1/11 Project Ave,
                                                               Noosa Heads
                                                               Ph (07) 5455 5604
                                                               email:[email protected]
                                                               web:www.scg-engineers.com
                                                               ABN 68 669 675 790




                             Title:
                                             CONSTRUCTION NOTES


                          Project




                          Date:                      Drawn                Design

                            Checked:                 Drg No.                        Rev.




Rev. - 10.06.16
                                                                       CN

Page 3

                                                                                                                                                   CANAL                                      TIMBER
                                                                                                                                                                                              JETTY




                                                                                                                                                                               CONCRETE
                                                                                                                                                                               BOLLARDS



                                                                                                                                                                             0.50
                                                                        0.50                                                                                 0.75
                                                                           0.75                                                                             1.00
                                                                              1.00                                                                         1.25
                                                                               1.25                                                                                                                                                                                                      0.500.49
                                                                TOP                                                                                     1.50 OF                                                                                                        CONCRETE




                                                                                                                                                                                                                                                                                                        L
                                                                                                                                                                                                                                                                                                       AL
                                                                                                                                                                                                                                                 BANK                  RAMP
                                                                                                                                                                                                                              1.5




                                                                                                                                                                                                                                                                                                    W
                                                                                              0                                                                                                      EXISTING
                                                                                                                                                                                                                                       0 236°19'                                    0.75




                                                                                                                                                                                                                                                                                                  CK
                                                                                           1.5




                                                                                                                                                                                                                                                                                                RO
                                                                                                                                                                                                     CONCRETE
                         1.38 2.22                                                                                             230°48'                                                               RETAINER                             6.212                              1.0




                                                                                                                                                                                                                                                                                               NG
                                                                                                                               26.234                                               1.60
                                                                                                                                                                                                                                                              STEPS                 0




                                                                                                                                                                                                                                                                                             TI
                                                                                                                                                                                                            1.96                                                                1.04




                                                                                                                                                                                                                                                                                         IS
                                                                                                                                                                                                                                                                     1.2




                               WALL
                                                                                                                                                                                                                                              1.74




                                                                                                                                                                                                                                                                                        EX
                                                                                                                                                                              1.19
                                                                                                                                                                           1.17       2.20 2.20                                                                             5
                                                                                           TIMBER                                                                                2.22           PAVERS                                                 2.19
                                                                                                                                                                                                                                                              2.72
                                                                                                                                                                                                                           EXISTING                                  2.95




                                                                                                                                                                                                                                                                                L
                                                                                                                                                                                         25
                                                                                           DECK




                                                                                                                                                                                                                                                                             AL
                                                                                                                                                                                    2.
                                                                                                                                                                                                                           CONCRETE




                                                                                                                                                                                                                                                                            W
                                                                                                                                       PATIO                                                                                                         2.22
                                                                                                                                                                                                                           RETAINER
                                                                                                                                                                                GATE                                                                        2.81
                                           2.23
                                                                                                                                                                                                                                          2.25
                                                                                                                                                                                                                                                     2.80

                                                                                                                                                                                                                                              2.80 2.94




                                                                                                                                                                                                                                     28
                                                                                                                                                                                                                                   2.
                                                                                                                                                                                                                                       2.80
                                                                                                                                                                                                       POOL




                                                                                                                                                                                                                                    EN
                                                                                           TWO STOREY




                                                                                                                                                                                                                                  RD
                                                            PAVERS




                                                                                                                                                                                                                                       03 '
                                                                                                                                                                                                                                     .6 03
                                                                                           RENDERED HOUSE




                                                                                                                                                                                                                              GA


                                                                                                                                                                                                                                   30 5°
                                                                                                                                                                                                                            2.80
                              137°23'
                      CONCRETE 29.05                                                       IRON ROOFING




                                                                                                                                                                                                                                    35
                                                                                           FL = 2.23                                                                                                                       2.94




                                                                                                                                                                                                                                  TE
                                                                                                                                                                                                                   27




                                                                                                                                                                                                                             RE
                                                                                                                                                                                                                 2. 2.84




                                                                                                                                                                                                                           NC
                                                                                                                                                                                                      2.29




                                                                                                                                                                                                                       CO
                                           2.17                                                                                                                                                              2.83
                                                                                                                                 PAVERS
                                                                                                                                                  .25                                                 2.82
                                                                                                                        2.25                    2                                             2.28




                                                                                                                                                                                                            13
                                                                                                                                                                                                        3.
                                                                                                                                                                                                     2.28
TWO STOREY
BRICK HOUSE
                                            PEBBLE GARDEN




                                                                                                                                 GATE
TILE ROOFING
                                                                                                                                                               GARAGE




                                                                                                                  2.23 2.53
                                                                                                                  2.22 2.22
                                                                                                                                     2.24
                                                                                                                                 2.22
                                                                                                                                                                                              TWO STOREY
                                                                                                                                                                                              RENDERED HOUSE
                                                                                                                  2.60         2.23                                                           IRON ROOFING
                                                                                                               2.28
                                                                                                       2.27




                                                                                                                                                               2.28
                                                                     2.2
                                                                                                               2.72
                                                                                                               2.86




                                                                         5


                                                                                                                                                     2.25
                                                                                                                               2.21




                                                                                                                                                                      65
                                                                                                    2.27
                                           2.20




                                                                                                                                                                NG 2.
                                                                           PAVERS                   2.22
                                                                                                               2.80




                                                                                                                              2.61
                                                                                                              2.70




                                                                                                                                                              TI
                                                                                                                                                                                                                                                                                                                              THIS DRAWING AND ASSOCIATED DETAILS

                                                                                                                                                            57
                                                                                                                                                           IS
                                                                                             2.26   GARDEN 2.61
                                                                                                                                                         2.
                                                                                                                                                2.24

                                                                                                                                                        EX
                                                                       2.25                                                                                                                                                                                                                                                   MUST BE READ IN CONJUNCTION WITH
                                                                                   2.82 2.91
                                                                                                                                                2. 23

                                                                                               2.20                                                                                                                                                                                                                           THE NOTES CONTAINED ON 0405-N.
                                                                                                                                                  24
                                                                2.23        2.83 2.88
                                                                                                                                                 2.
                                                                                                        2.5.63




                                                        2.22
                                EXISTING




                                                                                                        2.1 8




                                                                                                                                            2.23
                                                                                                .50
                                                                      2.81
                                                                                                            9




                                                   2.20
                                                                                                          2




                                                                  2.86
                                                         2  . 7 9             2.74            2                                               2.30
                                                  2.19 2
                                                          .7  1
                                                                                      8° 1 5' 2.25                    76°52'
                                             GATE       2.75                         2 .598                           3.053
                         2.28                                           GARDEN       11   PAVED
                                           2.17     2.20 2.19                             DRIVEWAY
                                                                                                                                                                                                                                                                                                                              Issue:
                                                                                                                        2.22
                                                                             2.25




                                                                                                                                            2.23
                                                                                                                      2.10                  2.09
                                                                                         2.18    2.07                          REF NAIL IN
                                                                                       2.18   R/WATER                          EDGE/BITUMEN
                        R/WATER                                            2.15              OUTLET                            RL 2.10 AHD




                                                                                                                                                                                                                                                                                                                              SCG HOLDINGS PTY LTD T/A
                        OUTLET x2                                                            IL=2.05                                                                                                                                                                                                                                                               Unit 1/11 Project Ave,
                                                                                    2.02                                                                                                                                                                                                                                                                           Noosa Heads
                        IL=1.98 2.13                                                                                                                                                                                                                                                                                                                               Ph (07) 5455 5604
               2.11                                                                                                                                                                                                                                                                                                                                                email:[email protected]
                                                                 1.99                                                                                                                                                                                                                                                                                              web:www.scg-engineers.com
               1.97                                                                                                                                                                                                                                                                                                                                                ABN 68 669 675 790

                                 REF NAIL IN
                                 EDGE/BITUMEN                                                                                                                                                                                                                                                                                            Title:
                                 RL 1.97 AHD


                                                                                                                                                                                                                                                                                                                                      Project




                                                                                                                                                                                                                                                                                                                                      Date:              Drawn                Design

                                                                                                                                                                                                                                                                                                                                        Checked:         Drg No.                        Rev.




                                                                                                                                                                                                                                                                                                            Rev. - 10.06.16

Page 4

                                                                  236°19'
                                                     230°48'       6.212
                                                     26.234




                                                                   03 '
                                                                 .6 03
                                                               30 5°
137°23'
 29.05




                                                                35
                                                   2.61                                       THIS DRAWING AND ASSOCIATED DETAILS
                                    2.82 2.91                                                 MUST BE READ IN CONJUNCTION WITH
                                   2.88            2.20                                       THE NOTES CONTAINED ON 0405-N.
                              2.83
                                          2.5.63
                                          2.1 8




                       2.81
                                              9
                                            2




             . 7 9 2.86        2.74
           2
          2.71
                8° 1 5'                         76°52'
          2.75 2 .598                           3.053
               11
                                                                                              Issue:




                                                                                              SCG HOLDINGS PTY LTD T/A
                                                                                                                                   Unit 1/11 Project Ave,
                                                                                                                                   Noosa Heads
                                                                                                                                   Ph (07) 5455 5604
                                                                                                                                   email:[email protected]
                                                                                                                                   web:www.scg-engineers.com
                                                                                                                                   ABN 68 669 675 790




                                                                                                         Title:




                                                                                                      Project




                                                                                                      Date:              Drawn                Design

                                                                                                        Checked:         Drg No.                        Rev.




                                                                            Rev. - 10.06.16

Page 5

Cut/Fill Summary
Name     Cut Factor Fill Factor2d Area                         Cut                 Fill                   Net
VOLUME 1.000                1.000               449.97sq.m 865.64 Cu. M. 11.45 Cu. M. 854.19 Cu. M.<Cut>
Totals                                          449.97sq.m 865.64 Cu. M. 11.45 Cu. M. 854.19 Cu. M.<Cut>
                                                                                                                           1.5                       0.75
                                                    .50                                                                         0 236°19'
                                                1              230°48'                                                             6.212       1.0
                                                               26.234                                                                                0
                                                                                                                                            1.2
                                                                                                                                               5

                                                                                                2   5
                                                                                             2.




                                                                  RESIDENTIAL
                                                                 DEVELOPMENT




                                                                                                                                    03 '
                                                                                                                                  .6 03
                                                                                                                                30 5°
              137°23'
               29.05




                                                                                                                                 35
                                                                           .25
                                                              2.25       2




                             2.2
                                 5




                                                                            2.25
                                                     2 .50
                                             8° 1 5' 2.25    76°52'
                                            2 .598           3.053
                                            11
                                     2.25




                                                                                                                                                                                      Issue:




                                                                                                                                                                                      SCG HOLDINGS PTY LTD T/A
                                                                                                                                                                                                                           Unit 1/11 Project Ave,
                                                                                                                                                                                                                           Noosa Heads
                                                                                    SITE PREPARATION, EARTHWORKS & COMPACTION
                                                                                                                                                                                                                           Ph (07) 5455 5604
                                                                                                                                                                                                                           email:[email protected]
                                                                                                                                                                                                                           web:www.scg-engineers.com
                                                                                                                                                                                                                           ABN 68 669 675 790
                                                                                                                                                            1.73
                                                                                                                                                               1.
                                                                                                                                                                                                 Title:




          DILAPIDATION REPORT:                                                                                                                                                                Project




                                                                                                                                                                                              Date:              Drawn                Design

                                                                                                                                                                                                Checked:         Drg No.                        Rev.




                                                                                                                                                                    Rev. - 10.06.16

Page 6

                                     236°19'
                       230°48'        6.212
                       26.234




                                      03 '
                                    .6 03
                                 3055°
137°23'
 29.05




                                  3
            ° 1 5'   76°52'
          28 .598    3.053
          11




                                                                 Issue:




                                                                 SCG HOLDINGS PTY LTD T/A
                                                                                                      Unit 1/11 Project Ave,
                                                                                                      Noosa Heads
                                                                                                      Ph (07) 5455 5604
                                                                                                      email:[email protected]
                                                                                                      web:www.scg-engineers.com
                                                                                                      ABN 68 669 675 790




                                                                            Title:




                                                                         Project




                                                                         Date:              Drawn                Design

                                                                           Checked:         Drg No.                        Rev.




                                               Rev. - 10.06.16

Page 7

                  Issue:




                  SCG HOLDINGS PTY LTD T/A
                                                       Unit 1/11 Project Ave,
                                                       Noosa Heads
                                                       Ph (07) 5455 5604
                                                       email:[email protected]
                                                       web:www.scg-engineers.com
                                                       ABN 68 669 675 790




                             Title:




                          Project




                          Date:              Drawn                Design

                            Checked:         Drg No.                        Rev.




Rev. - 10.06.16

Page 8

                                                    236°19'
                                      230°48'        6.212
                                      26.234




                                                     03 '
                                                   .6 03
                                                3055°
               137°23'
                29.05




                                                 3
                          8 °1 5'   76°52'
                         2 .598     3.053
                         11




                                                                                Issue:




                                                                                SCG HOLDINGS PTY LTD T/A
                                                                                                                     Unit 1/11 Project Ave,
                                                                                                                     Noosa Heads
                                                                                                                     Ph (07) 5455 5604
                                                                                                                     email:[email protected]
                                                                                                                     web:www.scg-engineers.com
                                                                                                                     ABN 68 669 675 790




                                                                                           Title:




                                                                                        Project

PLUMBING ARTICULATION:


                                                                                        Date:              Drawn                Design

                                                                                          Checked:         Drg No.                        Rev.




                                                              Rev. - 10.06.16

Page 9

                  Issue:




                  SCG HOLDINGS PTY LTD T/A
                                                       Unit 1/11 Project Ave,
                                                       Noosa Heads
                                                       Ph (07) 5455 5604
                                                       email:[email protected]
                                                       web:www.scg-engineers.com
                                                       ABN 68 669 675 790




                             Title:




                          Project




                          Date:              Drawn                Design

                            Checked:         Drg No.                        Rev.




Rev. - 10.06.16

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