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RFI - App B - Civil Engineering Response · MCU25/0118

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Attention: Noosa Shire Council                                                               28 October 2025
C/- Coast2Bay                                                                         Arcos Project: 240444
By Email                                                                    Information Request Response
                                                                                       AG-240444-LET-C-01


PO Box 141,
Tewantin QLD 4565
[email protected]


Social Housing – MCU RFI
62 Lake Macdonald Drive,
Cooroy, QLD, 4563


Council Reference No: AU213016247
Our Reference No: 240444


Dear Noosa Shire Council,


With reference to the above development, we hereby respond to the Information Request dated 10 September
2025. Responses to items raised are outlined below:


Item 3 – Section Details and Relationship with Retaining Walls:
To better understand the relationship between the proposed development, retaining structures, landscaped
areas, access ramps, and adjoining properties, additional sectional drawings are required, as illustrated below.
Information Required:
3. Revise the plan package to include longitudinal sections as identified above.
Response:
Revised Civil Drawings incorporating the requested longitudinal sections have been included in the appended
documentation for review.
Full text of the other 8 pages

Page 2

                                                                                                        ABN 51 640 311 842
                                                                                                                  CONTACT
                                                                                                          arcosgroup.com.au
                                                                                                                   OFFICES
                                                                                      Sunshine Coast | Brisbane | Gold Coast




Items 4 & 5 – Retaining Wall / Landscaping:
The civil plans indicate a retaining wall along sections of the proposed road elevation. Based on the location
shown in the screenshot below, it may be more appropriate for the wall to adjoin the building, allowing for
increased landscaping width in this area.
Noting the limited area for inground landscaping along the western and southern boundaries (as mentioned in
the above item) consequence of the ramps, stairs, drainage infrastructure and retaining structures, a detailed
landscaping plan is requested to be provided. This will better inform the extent of landscaping along this
elevation.
Information Required:
4. Confirm the proposed retaining wall height and advise whether it can be relocated closer to the building to
improve landscaping opportunities.
5. Provide detailed landscaping plans of suitable species within the above-mentioned constrained areas
Response:
The retaining wall is proposed to remain in its current location. Relocating the wall to adjoin the building would
significantly increase construction complexity and cost. The current offset also allows for the inclusion of
screening and landscaping to enhance privacy for the first-floor units.
Refer to the Earthworks Plan (MCU-C-201) and Longitudinal Sections (MCU-C-210 series) for retaining wall
locations and heights.
Refer to the Landscape Architect’s plans for detailed planting layouts within this area.


Items 8 & 9 – Waste:
The proposed waste collection arrangement includes a 10.2m long front loading (Custom BCC) Waste
Collection Vehicle (WCV).
The WCV Access and WCV – Standing Area & B99 Passing vehicle tracking plans (Drawing SKT-C-001 Rev
P1) show the WCV parked in different locations.
Information Required:
8. Revise plans to adopt a rear loading WCV, accessing the bin area in a reverse gear. See attached
specifications for the preferred design WCV.
9. Provide amended vehicle turning path diagrams demonstrating that a car can pass when the WCV is parked
and loading.
Response:
Revised Civil Drawings have been provided in the appendix, demonstrating a waste collection arrangement
designed to Noosa Council standards.
The drawings now show the WCV which will turn at the designated turn around at the end of the street, enter
the site in a reverse gear and drive off the site in a forward direction, and passing manoeuvres for a B99 vehicle
have been verified in the same location as the WCV access path.




28 October 2025                                          Page 2

Page 3

                                                                                                       ABN 51 640 311 842
                                                                                                                 CONTACT
                                                                                                         arcosgroup.com.au
                                                                                                                  OFFICES
                                                                                     Sunshine Coast | Brisbane | Gold Coast




Items 10-12 – Parking and Access:
The carpark entrance has a (reduced) isle width of 6m.
Two PWD parks have been provided, a shared area is required between the parks. The engineering plans
show line markings between the two PWDs, the architectural plans show a turnaround bay.
A B85 – PWD Parking vehicle tracking plan (Drawing SKT-C-001 Rev P1) has been provided. The plan
appears to show HRV/WCV vehicle tracking plan.
Information Required:
10. Demonstrate adequate manoeuvring for all car parks because of the reduced isle width.
11. Provide a dedicated vehicle turnaround area clear of the PWD space.
12. Clearly demonstrate appropriate PWD and HRV manoeuvring.
Response:
The revised Civil Drawings include vehicle swept paths confirming satisfactory manoeuvring for all car parking
spaces, including those adjacent to the reduced aisle width. Representative worst-case parking movements
have been demonstrated to confirm compliance without duplicating all 31 bays.
Turn paths for a HRV vehicle has been provided to confirm accessibility and circulation.
It is noted that PWD spaces are not required as part of this development – instead a turnaround bay has been
nominated.


Item 13– Earthworks:
Limited engineering details have been provided regarding the extent of earthworks required.
Information Required:
13. Provide a preliminary earthworks plan including cross sections and identify top of wall, bottom of wall.
Response:
Revised Civil Drawings have been included in the appendix, providing preliminary earthworks plan (MCU-C-
201) and earthworks sections (MCU-C-210 series).


If you have any questions, please do not hesitate to contact me on the below signed.


Kind Regards,


Principal Civil Engineer



Lachlan Swann B.Eng (Civ) (Hons), CPEng, RPEQ, NER, MIEAust
[email protected]
For and On Behalf of Arcos Group


Attachments:
    -   Revised Civil Drawings




28 October 2025                                          Page 3

Page 4

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SUBJECT PROPERTY BOUNDARY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   4.00     MAJOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            STORMWATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED LEGEND
                                                                                                                                                                                                                                                                                                                                                    TW 104.20                                                                                                                                                                                                  50.00       MAJOR CONTOUR 1.0m INTERVAL
                                                                                                                                                                                                                                                                                                                                                    BW 103.60                                                                                                                                                                                                              MINOR CONTOUR 0.5m INTERVAL
                                                                                                                                                                                                                                                                                                                                                                                                                TW 105.40
                                                                                                                                                                                                                                                                                                                                                                                                                BW 104.90




                                                                                                                                                                                                                                                                                                                                                                            4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 0 - 0.5m




                                                                                                                                                                                                                                                                                                                                                                         10
                                                                                                                                                                                                                                                                                                                                                                                                                               TW 105.90
                                                                                                                                                                                                                                                                                                                                                                                                                               BW 105.40                                                                                                                                    CUT 0.5 - 1.0m
                                                                                                                                                                                                                                                                                                                                                                                        105
                                                                                                                                                                                                                                                                                                                 TW 104.70
                                                                                                                                                                                                                                                                                                                 BW 104.20                                                                                                                                                                                                                                                  CUT 1.0 - 1.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 1.5 - 2.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                TW 105.20                                                                                                   CUT 2.0 - 2.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                BW 104.30
                                                                                                                                                                                                                                                                                                               TW 105.90
                                                                                                                                                                                                                                                                                                               BW 105.40                                                                                                                                                                                                                                                    CUT 2.5 - 3.0m


                                                                                                                                                                                                                                                                                                                                                                                                                                                        TW 105.90                                                                                                           CUT 3.0 - 3.5m
                                                                                                                                                                                                                                                                                                                                                                                                                                                        BW 105.40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 3.5 - 4.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            CUT 4.0 - 4.5m
                                                                                                                                                                                                                                                                     TW 105.90
                                                                                                                                                                                                                                                                     BW 105.40                                                                                                                                                                                                                                                                                              CUT 4.5 - 5.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 0 - 0.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 0.5 - 1.0m


                                                                                                                                                                                                                                    TW 106.40                                                                                                                                                                                                                                                                                                                              FILL 1.0 - 1.5m
                                                                                                                                                                                                                                    BW 106.33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 1.5 - 2.0m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 2.0 - 2.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 2.5 - 3.0m

                                                                                                                                                                                                                                C
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 3.0 - 3.5m
                                                                                                                                                                                                                               212
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 3.5 - 4.0m

                                                                                                                                                                                                                                                        TW 108.82
                                                                                                                                                                                                                                                        BW 107.75                                                                                                                                                                                                                                                                                                          FILL 4.0 - 4.5m

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           FILL 4.5 - 5.0m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TW 107.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    BW 105.95
                                                                                                                                                                                                                                                    TW 109.95                                   6
                                                                                                                                                                                                                                                    BW 109.02                                 10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EARTHWORKS QUANTITIES
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    TOP SOIL STRIP:       470m3
                                                                                                                                                                                                                                                                                                                                                                108                                                                                                                                                                                 EARTHWORKS CUT:       -3,156m3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EARTHWORKS FILL:      513m3
                                                                                                                                                                                                                                                                                                                                                                                                 109                                                                                            TW 107.74                                           BALANCE:              -2,643m3
                                                                                                                                                                                                                                                                                                                                              107                                                                                                                                               BW 107.63
                                                                                                                                                                                                                                                                    TW 110.58                                                                                                                                                                                                                                                                       NOTES:
                                                                                                                                                                                                                                                                    BW 110.54
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2. ASSUMED TOP SOIL STRIP 150mm THICK.
                                                                                                                                                                                                                                                                                                                                  TW 110.91                                                                                                                                                                                                         3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN
                                                                                                                                                                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                                                                                  BW 105.95                                                                             11                              TW 109.95                                                                                      DESIGN SURFACE AND SURVEY SURFACE.
                                                                                                                                                                                                                                                                                                                                                                                                                                                        BW 109.39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           B
                                                                                                                                                                                                                                                                                                                                                                                                                                                                          211
                                                                                                                                                                                                                                                                      D                                                                                                                                                                                                                                                                             DEMOLITION
                                                                                                                                                                                                                                                                                                                                                                                                                               TW 110.43
                                                                                                                                                                                                                                                                     212         TW 112.20                                                                                                                                     BW 110.38                                                                                                            DEMOLISH OR RELOCATE OFF SITE ALL EXISTING BUILDINGS
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-201.DWG




                                                                                                                                                                                                                                                                                 BW 109.95                                                                                                                                                                                                                                                          AND/OR STRUCTURES ON SITE AND DISCONNECT AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    WHERE REQUIRED CAP ALL ASSOCIATED SERVICES IN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ACCORDANCE WITH A PLUMBING AND DRAINAGE
                                                                                                                                                                                                                                                                                  TW 112.52                                                                                                                                                                                                                                                         APPLICATION PRIOR TO DEMOLITION COMMENCING.
                                                                                                                                                                                                                                                                                  BW 112.50
                                                                                                                                                                                                                                                                                                                                          TW 112.16
                                                                                                                                                                                                                                                                                                                                          BW 109.95

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    CLEARING
                                                                                                                                                                                                                                                                                                                                        TW 112.47                                                                                                                                                                                                    THE CONTRACTOR SHALL REMOVE ALL EXISTING
                                                                                                                                                                                                                                                                                                                                        BW 112.45                                                                                                                                                                                                    VEGETATION WITHIN THE SITE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     THE APPROVED TREE RETENTION PLAN IF SPECIFIED.


                                                                                                                                                                                                                                                                                                                            A
                                                                                                                                                                                                                                                                                                                           211
Last Plotted: 2025-10-28
Last saved by: JACKHARRISON(2025-10-28)




                                                                                                                                                                                                                            North Point         Scale                                          Horiz. Datum          Client                                           Consultant                                                                                          Project                                                   Drawing
                                                                                                                                                                                                                                                                                                 LOCAL                                                                                                                                                                                                         Drawn           KT                                                                 Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                   COAST2BAY                                                                                                                                         SOCIAL HOUSING                                                      EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Design          JH
                                                                                                                                                                                                                                                                                                                                 HOUSING GROUP                                                                                                                                MATERIAL CHANGE OF USE - CIVIL                                                PLAN
                                                                                                                                                                                                                                                   0m
                                                                                                                                                                                                                                                   A1 1:200
                                                                                                                                                                                                                                                                     5            10
                                                                                                                                                                                                                                                                                               Vert. Datum
                                                                                                                                                                                                                                                                                                  AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   240444             MCU-C-201               A
                                                                                                                                                                                                                                                                                                    RL Datum                                                                                                                 CIVIL | STRUCTURAL | GEOTECHNICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    COOROY, QLD, 4563          Approved                  Approved Date    Signed                                                                     Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev          Revision Description
                                                                                                                                                                                                          28.10.25 LS
                                                                                                                                                                                                            Date Approved
                                                                                                                                                                                                                                                                                                                                                                      COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                      This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                      or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                             SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                             www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         28.10.25                                             Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Size     A1

Page 5

                                                                                                                                                                                              LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                                                                                            FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                              15.70                                                              7.76                                   5.48                                                                                                      17.00                                                          6.03                                          6.24
                                                                                                                                                                                                                                                   COMMUNAL OPEN SPACE                                                  BUILDING - A UNITS                          LANDSCAPE                                                                                               CARPARK                                            FIRST FLOOR BUILDING SLAB                               LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP BDY
                                                                                                                                                                                                                                                                             INDICATIVE BUILDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CUT-OFF




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2.95
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             DRAIN
                                                                                                                                                                                                                RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.00
                                                                                                                                                                                                                                                                                                                                                                                                                 RL 108.95



                                                                                                                                                                                                                                                         DESIGN SURFACE                         EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              3.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                          RL 105.95                 2%                                             2%
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 RETAINING WALLS


                                                                                                                                                                                                                                                                                                                                           INDICATIVE BUILDING SLAB UNITS                                                                                                           PARKING AREA
                                                                                                                                                                                                                                  FOOTPATH                                                                                                                                                                                                                                                                                                   BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             INCORPORATED INTO STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                  SECTION                                        A
                                                                                                                                                                                                                                                                                                                                                                                   SCALE 1:100                                    -




                                                                                                                                                                                                  LAKE MACDONALD DRIVE                                                                                                                                                                                                                                                                                                                                                                                                 FUTURE DEVELOPMENT
                                                                                                                                                                                                                                                                    15.57                                                               7.76                                    5.48                                                                                                  17.00                                                             6.03                                          6.39
                                                                                                                                                                                                                                                      COMMUNAL OPEN SPACE                                                    BUILDING - A UNITS                         LANDSCAPE                                                                                                  CARPARK                                            FIRST FLOOR BUILDING SLAB                                LANDSCAPE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       RP BDY
                                                                                                                                                                                                                                                                                   INDICATIVE BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        1.76
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CUT-OFF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DRAIN
                                                                                                                                                                                                                                                                                                                                                                                                                           RL 108.95




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                0.90
                                                                                                                                                                                                                         RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3.00
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-210.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               BUILDING SLAB
                                                                                                                                                                                                                                                                      0.50




                                                                                                                                                                                                                                                                                                                                        RL 105.95                                                                                                         2%                                            2%                                                                                                   CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALLS



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                                               INDICATIVE BUILDING SLAB UNITS                                                                                                                 BUILDING SLAB                                             INCORPORATED INTO STRUCTURE
                                                                                                                                                                                                                                                                                      CONCRETE SLEEPER
                                                                                                                                                                                                                                      FOOTPATH
                                                                                                                                                                                                                                                                                      RETAINING WALL
Last Plotted: 2025-10-28 4:25 PM




                                                                                                                                                                                                                                                                                                                                                                                    SECTION                                       B
                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:100                                  201
Last saved by: JACKHARRISON(2025-10-28)




                                                                                                                                                                                                                                     North Point      Scale                                              Horiz. Datum   Client                                          Consultant                                                                                      Project                                                                           Drawing
                                                                                                                                                                                                                                                                                                           LOCAL                                                                                                                                                                                                            Drawn           KT                                                                                       Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                    COAST2BAY                                                                                                                                      SOCIAL HOUSING                                                                           EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Design          JH
                                                                                                                                                                                                                                                                                                                                  HOUSING GROUP                                                                                                                             MATERIAL CHANGE OF USE - CIVIL                                                                SECTIONS & DETAILS
                                                                                                                                                                                                                                                         0m
                                                                                                                                                                                                                                                         A1 1:100
                                                                                                                                                                                                                                                                             2.5            5
                                                                                                                                                                                                                                                                                                         Vert. Datum
                                                                                                                                                                                                                                                                                                            AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                              62 LAKE MCDONALD DRIVE,                       Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      240444             MCU-C-211               A
                                                                                                                                                                                                                                                                                                          RL Datum                                                                                                         CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                         Approved                           Approved Date           Signed                                                                           Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev          Revision Description
                                                                                                                                                                                                                   28.10.25 LS
                                                                                                                                                                                                                     Date Approved
                                                                                                                                                                                                                                                                                                                                                                        COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                        This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                        or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                           SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                           www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.10.25                                                          Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Size     A1

Page 6

                                                                                                                                                                                                                    FUTURE                    3.06                                                                                                                                   46.06                                                                                                                                                               6.68                              NEW
                                                                                                                                                                                                               DEVELOPMENT              LANDSCAPE                                                                                                                PROPOSED DWELLINGS                                                                                                                                                                  LANDSCAPE                             ROAD




                                                                                                                                                                                                                                                                                                                                            INDICATIVE BUILDING




                                                                                                                                                                                                                               RP BDY




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RP BDY
                                                                                                                                                                                                 EXISTING SWALE
                                                                                                                                                                                                 TO BE MAINTAINED                                                                                                               EXISTING SURFACE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 DESIGN SURFACE

                                                                                                                                                                                                                                                     1.09
                                                                                                                                                                                                                                                                           RL 105.95                                                                                                                                                                                                                                                                            FOOTPATH
                                                                                                                                                                                                                      FOOTPATH


                                                                                                                                                                                                              CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0.50
                                                                                                                                                                                                              RETAINING WALL                                                                                                                                                                                              BUILDING SLAB

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       EXISTING SURFACE




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.80
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                             SECTION                              C
                                                                                                                                                                                                                                                                                                                                                                                             SCALE 1:100                         201




                                                                                                                                                                                                                             FUTURE                  2.30                                                                                                                                              48.02                                                                                                                                                    4.05                         NEW
                                                                                                                                                                                                                         DEVELOPMENT LANDSCAPE                                                                                                                                    PROPOSED DWELLINGS                                                                                                                                                         LANDSCAPE                       ROAD




                                                                                                                                                                                                                                                                                                                      INDICATIVE BUILDING
                                                                                                                                                                                                                                         RP BDY




                                                                                                                                                                                                      EXISTING SWALE
                                                                                                                                                                                                      TO BE MAINTAINED




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              RP BDY
                                                                                                                                                                                                                                                     1.60




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       DESIGN SURFACE
                                                                                                                                                                                                                                                              0.90




                                                                                                                                                                                                                                                                                                                                                                                   RL 105.95
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-210.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1.95
                                                                                                                                                                                                                                                                                                          CAR PARKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING SURFACE
                                                                                                                                                                                                                     CONCRETE SLEEPER
                                                                                                                                                                                                                     RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CONCRETE SLEEPER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     STORMWATER PIPE
Last Plotted: 2025-10-28 4:25 PM




                                                                                                                                                                                                                                                                                                                                                                                                   SECTION                             D
                                                                                                                                                                                                                                                                                                                                                                                                    SCALE 1:100                       201
Last saved by: JACKHARRISON(2025-10-28)




                                                                                                                                                                                                                                        North Point         Scale                          Horiz. Datum      Client                                        Consultant                                                                                     Project                                                               Drawing
                                                                                                                                                                                                                                                                                             LOCAL                                                                                                                                                                                                        Drawn           KT                                                                            Project No.          Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                           COAST2BAY                                                                                                                                 SOCIAL HOUSING                                                               EARTHWORKS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design          JH
                                                                                                                                                                                                                                                                                                                         HOUSING GROUP                                                                                                                        MATERIAL CHANGE OF USE - CIVIL                                                    SECTIONS & DETAILS
                                                                                                                                                                                                                                                               0m
                                                                                                                                                                                                                                                                A1 1:100
                                                                                                                                                                                                                                                                            2.5        5
                                                                                                                                                                                                                                                                                           Vert. Datum
                                                                                                                                                                                                                                                                                              AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                62 LAKE MCDONALD DRIVE,                   Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         240444             MCU-C-212               A
                                                                                                                                                                                                                                                                                            RL Datum                                                                                                         CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563                     Approved                   Approved Date    Signed                                                                               Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev          Revision Description
                                                                                                                                                                                                                    28.10.25 LS
                                                                                                                                                                                                                      Date Approved
                                                                                                                                                                                                                                                                                                                                                           COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                           This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                           or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                             SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                             www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     28.10.25                                                       Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Size     A1

Page 7

                                                                                                                                                                                                                                                                                                                                                                                                                               PEDESTRIAN                                                                                                                                                                   EXISTING LEGEND




                                                                                                                                                                                                                                                                                                                                                                                1.10
                                                                                                                                                                                                                                                                                                                                                                                                                               ACCESS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               SUBJECT PROPERTY BOUNDARY




                                                                                                                                                                                                                                                                                                                                                                                                                                                   10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      4.00     MAJOR CONTOUR




                                                                                                                                                                                                                                                                                                                                                                                                                                                 1.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               MINOR CONTOUR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   EXISTING BIO BASIN PROVIDES                                                                                                                 SEWER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   WATER QUALITY TREATMENT FOR                                                                                                                 WATER MAIN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   DEVELOPMENT. REFER OPW/25/0057                                                                                                              STORMWATER




                                                                                                                                                                                                                                                                                                                                     1.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                          104




                                                                                                                                                                                                                                                                                                                                                                                                            1.10
                                                                                                                                                                                                                                                                                                                                                                                                                                                                105


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1.1

                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE SLEEPER                                                                                                                                                                                         PROPOSED LEGEND
                                                                                                                                                                                        1.00                                                                                                                                                                                                       RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE DRIVEWAY CROSSOVER
                                                                                                                                                                                                                                 OUTDOOR ALFRESCO                                    6.36
                                                                                                                                                                                                                                 AREA. TYPICAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               INTERNAL CONCRETE DRIVEWAY




                                                                                                                                                                                                                                                                                             1.70
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               CONCRETE PATH
                                                                                                                                                                                                                                                                       3.09
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               DWELLING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               0                                                                                                               LANDSCAPE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         3.0

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                CONNECT TO EXISTING                                                            LANDSCAPE BUFFER
                                                                                                                                                                                                                                                                                                       PROPOSED DWELLINGS                                                                                                                                                         1.10                                                          STORMWATER PIT
                                                                                                                                                                                                                                                                                                           FFL 105.95m                                                                                                                                                                                                                                                                                                         RETAINING WALL




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            NOTES:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1.     FOR GENERAL & ROADWORKS/DRIVEWAY NOTES REFER DRG C-011.




                                                                                                                                                                                                                                                                                                                                                                                                                                 1.90
                                                                                                                                                                                                                                                                                                            1.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                1.20
                                                                                                                                                                                                                                                                                      1.20




                                                                                                                                                                                                                                                                                                                                                                                                                                               1.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             1.2
                                                                                                                                                                                                                                                      1.50
                                                                                                                                                                                                            CONCRETE SLEEPER                                                                                                       TURN AROUND BAY
                                                                                                                                                                                                            RETAINING WALL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  1.20



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CONSTRUCT NEW SEWER
                                                                                                                                                                                                                                                                LIFT                                                                                                                                                                                                                                                                                     BRANCH AND CONNECT TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING STRUCTURE




                                                                                                                                                                                                                                                                                                                                                                                           5.40
                                                                                                                                                                                                                                                                                                2%




                                                                                                                                                                                                                                                                                                                                                                                                                                  2%
                                                                                                                                                                                                                                                                         2.25




                                                                                                                                                                                                                                                                                                                                                        2%
                                                                                                                                                                                                                  2%




                                                                                                                                                                                                                   106
                                                                                                                                                                                                                                                                                                                                                                                                                                                      2.50



                                                                                                                                                                                                                                                             4.00

                                                                                                                                                                                                                                                                                             2.50             2.50          2.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         RL105.67                                                      HEAVY DUTY (GENERAL WIDE)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       CROSSOVER IN ACCORDANCE
                                                                                                                                                                                                                RL105.90




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      6.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       WITH IPWEA STD DRG RS-051
                                                                                                                                                                                                                                                                                                                                                                                            6.20
                                                                                                                                                                                                                                                                                                                                            RL105.80                                                                                                                                                                                     RL105.42



                                                                                                                                                                                                                                       2.50                                                                                                                            2.50


                                                                                                                                                                                                                                                                                                                                                                                                                                                                             3.50
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        PROPOSED OSD &

                                                                                                                                                                                                                                                                                                                                                                                                                               2%
                                                                                                                                                                                                                                                                    2%




                                                                                                                                                                                                                                                                                                                                                        2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        REUSE TANK INCLUDING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                           BIN
                                                                                                                                                                                                                  2%




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ORIFICE ARRANGEMENT
                                                                                                                                                                                                                                                                                                                                                                                            5.40




                                                                                                                                                                                                                                                                                                                                                                                                                                                                          STORE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       6x1100L BINS


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   MASTER WATER METER.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   FINAL ARRANGEMENT AND
                                                                                                                                                                                                                                                                                     107                                     108                                                                                                                                                                                                   SIZE TO BE CONFIRMED
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-MCU-C-300.DWG




                                                                                                                                                                                                                                                                                                                   BLOCK WORK RETAINING WALL
                                                                                                                                                                                                                                                                                                                   INCORPORATED INTO STRUCTURE


                                                                                                                                                                                                                                                                                                                                                       109


                                                                                                                                                                                      3.00


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6.00
                                                                                                                                                                                                                                                                                                                                     CONCRETE SLEEPER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NEW ROAD
Last Plotted: 2025-10-28 4:25 PM




                                                                                                                                                                                                                                                                                                                                     RETAINING WALLS
                                                                                                                                                                                                                                                                                                                                                                                       CUT-OFF DRAIN TO CAPTURE LOW FLOWS                                                                               2.00
                                                                                                                                                                                                                                                                                                                                                                                       AND DIRECT TO STORMWATER PIT. HIGH
                                                                                                                                                                                                                                                                                                                                                                                       FLOWS BYPASS TO NEW ROAD
                                                                                                                                                                                                                         BUILDING SETBACK


                                                                                                                                                                                                                                                                                                                                                             110
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                         3.00




                                                                                                                                                                                                               Ex.DN150 SEWER



                                                                                                                                                                                                                                            North Point             Scale                                                             Horiz. Datum            Client                                    Consultant                                                                                        Project                                                                      Drawing
                                                                                                                                                                                                                                                                                                                                        LOCAL                                                                                                                                                                                                                    Drawn            KT                                                                Project No.           Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                                                                                           COAST2BAY                                                                                                                                      SOCIAL HOUSING                                                               DEVELOPMENT SITE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Design           AK
                                                                                                                                                                                                                                                                                                                                                                         HOUSING GROUP                                                                                                                             MATERIAL CHANGE OF USE - CIVIL                                                            PLAN
                                                                                                                                                                                                                                                                         0m
                                                                                                                                                                                                                                                                          A1 1:125
                                                                                                                                                                                                                                                                                                    3.125            6.25
                                                                                                                                                                                                                                                                                                                                      Vert. Datum
                                                                                                                                                                                                                                                                                                                                         AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     62 LAKE MCDONALD DRIVE,                      Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    240444            MCU-C-301                  B
                                                                                                                                                                       B COUNCIL RFI                                      28.10.25 LS                                                                                                  RL Datum                                                                                                            CIVIL | STRUCTURAL | GEOTECHNICAL                             COOROY, QLD, 4563                        Approved                  Approved Date        Signed                                                                 Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev            Revision Description
                                                                                                                                                                                                                          25.07.25 LS
                                                                                                                                                                                                                            Date Approved
                                                                                                                                                                                                                                                                                                                                                                                                        COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                                                                                                        This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                                                                                                        or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                                                                                                           SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                                                                                                           www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            28.10.25                                              Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Size     A1

Page 8

                                                                                                                                                                                                             ROOF OUTLINE ABOVE




                                                                                                                                                                                                                                                                                                                                                                                                                                     BIN AREA
                                                                                                                                                                                                                        BIN AREA                                                            WCV TO TURN AROUND AT
                                                                                                                                                                                                                                                                                            THE END OF THE ROAD




                                                                                                                                                                                                                                            WCV ACCESS                                                                                                                                                               WCV - STANDING AREA & B99 PASSING
                                                                                                                                                                                                                                                    SCALE 1:125                                                                                                                                                                            SCALE 1:125
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-SKT-C-000.DWG




                                                                                                                                                                                                            BIN AREA
Last Plotted: 2025-10-28
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                                                                            HRV ACCESS
                                                                                                                                                                                                                                                    SCALE 1:125



                                                                                                                                                                                                                              North Point   Scale                            Horiz. Datum    Client                   Consultant                                                                                     Project                                                   Drawing
                                                                                                                                                                                                                                                                               LOCAL                                                                                                                                                                      Drawn           HD                                           Project No.         Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                        COAST2BAY                                                                                                               SOCIAL HOUSING                                                  VEHICLE TRACKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                          Design          JH
                                                                                                                                                                                                                                                                                                      HOUSING GROUP                                                                                                      MATERIAL CHANGE OF USE - CIVIL                                               PLAN
                                                                                                                                                                                                                                               0m
                                                                                                                                                                                                                                               A1 1:125
                                                                                                                                                                                                                                                              3.125   6.25
                                                                                                                                                                                                                                                                             Vert. Datum
                                                                                                                                                                                                                                                                                AHD
                                                                                                                                                                                                                                                                                                                                                                                                                           62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        240444             SKT-C-001              B
                                                                                                                                                                       B COUNCIL RFI                        28.10.25 LS                                                       RL Datum                                                                                  CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date   Signed                                               Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev            Revision Description
                                                                                                                                                                                                            25.07.25 LS
                                                                                                                                                                                                              Date Approved
                                                                                                                                                                                                                                                                                                                      COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                      This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                      or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                        SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                        www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                          LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                          RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    28.10.25                       Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Size     A1

Page 9

                                                                                                                                                                                                                                                                                                                                                                                                                                         BIN AREA
                                                                                                                                                                                                                      BIN AREA




                                                                                                                                                                                                                                          B85 - PARKING                                                                                                                                                                                  B85 - PARKING
                                                                                                                                                                                                                                                   SCALE 1:125                                                                                                                                                                                 SCALE 1:125




                                                                                                                                                                                                                                                                                           TURN AROUND BAY
                                          Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\MCU\240444-SKT-C-000.DWG




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 BIN AREA
Last Plotted: 2025-10-28
Last saved by: JACKHARRISON(2025-10-23)




                                                                                                                                                                                                                                          B85 - PARKING                                                                                                                                                                            B85 - TURN AROUND BAY
                                                                                                                                                                                                                                                   SCALE 1:125                                                                                                                                                                                 SCALE 1:125



                                                                                                                                                                                                                            North Point    Scale                            Horiz. Datum         Client                   Consultant                                                                                     Project                                                   Drawing
                                                                                                                                                                                                                                                                              LOCAL                                                                                                                                                                           Drawn           HD                                                Project No.         Drawing No.           Rev No.
                                                                                                                                                                                                                                                                                                            COAST2BAY                                                                                                               SOCIAL HOUSING                                                  VEHICLE TRACKING
                                                                                                                                                                                                                                                                                                                                                                                                                                                              Design          JH
                                                                                                                                                                                                                                                                                                          HOUSING GROUP                                                                                                      MATERIAL CHANGE OF USE - CIVIL                                               PLAN
                                                                                                                                                                                                                                              0m
                                                                                                                                                                                                                                              A1 1:125
                                                                                                                                                                                                                                                             3.125   6.25
                                                                                                                                                                                                                                                                            Vert. Datum
                                                                                                                                                                                                                                                                               AHD
                                                                                                                                                                                                                                                                                                                                                                                                                               62 LAKE MCDONALD DRIVE,        Check           LS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 240444             SKT-C-002              A
                                                                                                                                                                                                                                                                             RL Datum                                                                                       CIVIL | STRUCTURAL | GEOTECHNICAL                      COOROY, QLD, 4563          Approved                  Approved Date   Signed                                                    Sheet
                                                                                                                                                                       A FOR APPROVAL
                                                                                                                                                                      Rev          Revision Description
                                                                                                                                                                                                          28.10.25 LS
                                                                                                                                                                                                            Date Approved
                                                                                                                                                                                                                                                                                                                          COPYRIGHT © All rights reserved.
                                                                                                                                                                                                                                                                                                                          This work is copyright and cannot be reproduced
                                                                                                                                                                                                                                                                                                                          or copied in any form without the prior consent
                                                                                                                                                                                                                                                                                                                                                                            SUNSHINE COAST | BRISBANE | GOLD COAST
                                                                                                                                                                                                                                                                                                                                                                            www.arcosgroup.com.au | ABN 51 640 311 842
                                                                                                                                                                                                                                                                                                                                                                                                                                                              LACHLAN SWANN
                                                                                                                                                                                                                                                                                                                                                                                                                                                              RPEQ    21223
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        28.10.25                            Status   FOR APPROVAL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  Size     A1

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