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Response to Council's Information Request

of 26

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                                                                        DANYA COOK TOWN PLANNING
                                                                        M: 0422 051 263      E: [email protected]

                                                                                          ABN: 65 945 966 479 | DANYA ELIZABETH COOK

                                                                                                                      7 February 2022



The Chief Executive Officer
Noosa Council
PO Box 141
TEWANTIN           QLD          4565

Correspondence Sent Via Email: [email protected]

Attention: Wilhelm Koschade

Dear Wil,
                                            RESPONSE TO COUNCIL’S INFORMATION REQUEST

Property Description:                       BUP3585, Lot 1 – Lot 4 on BUP3585
Property Address:                           Illawarra Court 17, 1/17, 2/17, 3/17 & 4/17 Henderson Street, Sunshine Beach QLD 4567
Proposed Development:                       Application for a Development Permit for Material Change of Use to Intensify Multiple
                                            Dwelling (1 x Proposed Dwelling Unit, 4 x Existing Dwelling Units)
Local Government:                           Noosa Council
Council’s Reference:                        MCU21/0191
DC Town Planning Reference:                 2021-23
On Behalf Of:                               Lucas Shannon and Andre Casson

1.0         PREAMBLE

With reference to the above development application, we hereby provide a response to Council’s Information Request, dated 2
December 2021, within three (3) months of receiving the request pursuant to Section 13.1 of the Development Assessment Rules
made under Section 68 of the Planning Act 2016.

2.0         INFORMATION REQUESTED

PLANNING

Issue

The submitted proposal plans do not include sufficient detail to determine overall Plot Ratio and Site Cover.

Information Required

Item 1

1.     Please provide amended plans with the following detail:
      (a) Total Plot Ratio calculation of the whole development (Refer to Noosa Plan 2020 definition of Gross Floor Area) provided on
           the plan. A Gross Floor Area calculation plan is preferable.
      (b) Total gross floor area of each unit per floor level (new and existing).
      (c) Total site cover percentage. A site cover calculation plan is preferable.

Applicant’s Response

In response to Item 1 of Council’s Information Request, please refer to the amended Design Plans prepared by M Design included at
Appendix A, which provide the following detail:

      (a) The amended Design Plans illustrate a change to the floor plan with respect to Unit 5, in support of reducing the Gross
          Floor Area (GFA) to 100m2 and maintaining the two (2) bedrooms.

                                                                   1


Response to Council’s Information Request                                                                                February 2022
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Section 2

                                                                            DANYA COOK TOWN PLANNING

          In accordance with the Noosa Plan 2020, the allowable GFA for the site is 0.75.

          The Plot Ratio, 0.67:1, is shown on the amended Design Plans.

     (b) The total GFA of each unit, both existing and proposed, is detailed on the amended Design Plans.
         As noted above, proposed Unit 5 has been reduced to 100m2 GFA to ensure that the proposed unit satisfies compliance
         with the “Small Dwelling” criteria.

     (c) The total Site Cover, is detailed on the amended Design Plans, as follows:

          •    Site Area: 693m²
          •    Proportion of Site Cover: 228m²
          •    % Of Site Cover: 32.9%

Item 2

2.    Please also provide additional information to demonstrate/confirm the following:
     (a) Confirmation that the bonus provisions for “Small Dwelling Units” are appliable to this development (dependent of gross
          floor area calculation).
     (b) Confirmation that sufficient parking has been provided based on either number of bedrooms per dwelling unit or gross floor
          area (if the bonus provisions for small dwelling units are applicable).

Applicant’s Response

In response to Item 2 of Council’s Information Request, additional information is provided as follows:

     (a) As noted above in response to Item 1, the allowable GFA for the site is 0.75, which supports small dwellings no greater than
         100m2. The GFA of both the existing and proposed units are detailed on the amended Design Plans included at Appendix
         A.

     (b) In accordance with Table 9.4.1.4 - Minimum Parking Requirements including End of Trip Facilities of the Driveways and
         Parking Code of the Noosa Plan 2020, the following car parking rates are applicable to the proposed development:

 Column 1 Use                                         Column 2
                                                      Requirements for parking of vehicles and end of trip facilities
 Accommodation Activities
 Multiple Dwelling                                    If small dwellings:
                                                      (a) within a centre zone— one covered space up to two bedrooms and two
                                                           covered spaces for three or more bedrooms ; or
                                                      (b) within all other zones –
                                                            i. one covered space up to two bedrooms and two covered spaces for three
                                                               or more bedrooms; and
                                                           ii. one visitor space per four dwellings

                                                      Note— for a small dwelling in a centre zone the car carking rate above is also the
                                                      maximum.

The existing units feature:

      •       Unit 1 = 1 Bed, 1 Bath, 1 Car Space.
      •       Unit 2 = 1 Bed, 1 Bath, 1 Car Space.
      •       Unit 3 = 1 Bed, 1 Bath, 1 Car Spaces.
      •       Unit 4 = 2 Bed, 2 Bath, 1 Car Space.

The proposed additional unit, described as Unit 5, features two (2) bedrooms and a GFA of 100m2.

As demonstrated by the Design Plans, each unit, both existing and proposed units, is serviced by one (1) designated car parking space,
whilst two (2) visitor spaces are provided on-site.

                                                                       2


Response to Council’s Information Request                                                                                   February 2022

Section 3

                                                                        DANYA COOK TOWN PLANNING

It is acknowledged that Unit 4, featuring two (2) bedrooms and a GFA of 115m2, requires two (2) car spaces, however, as this unit is
existing, and the proposed new unit, Unit 5, is provided with compliant car parking, with compliant visitor spaces achieved on-site,
we seek a relaxation from Council in this instance, considering Unit 4 is existing and is currently only serviced by one (1) designated
car space. This was previously discussed and supported at the formal Pre-Lodgement Meeting with Council.

ENGINEERING

Issue

Council has some concerns with the proposed reconfiguration of the external carparking area and the submitted vehicle manoeuvring
paths.

The proposed layout removes the existing bin storage area, but the plans do not indicate where it is to be relocated.

The width of car space No 4 does not comply with AS/NZS2890.1:2004 due to the adjacent wall.

The layout does not appear to provide sufficient space between car space number one (1) and the adjacent storage and stairs.

The vehicle manoeuvring plans do not indicate the vehicle type or indicate the door openings and returns on the garages.

Information Required

Item 3

3.      Indicate on the plans the location for the proposed bin storage area. The area must be of sufficient size to cater for the bins
        from the existing units and the proposed additional unit. Please note the bin storage and bin arrangements must be in
        accordance with The Noosa Plan 2020 – Waste Management Code and PSP 9 – Waste Management.

Applicant’s Response

In response to Item 3 of Council’s Information Request, the amended Design Plans included at Appendix A, indicate the location of
the proposed bin storage area, located immediately to the south of the new driveway. The bin storage area will comply with Table
SC6. 10. 5 1 Minimum Service Levels, as noted on the Design Plans.

Item 4

4.      Amend the carparking layout to ensure that all spaces are in accordance with AS/NZS2890.1:2004 (user class 1A).

Applicant’s Response

In response to Item 4 of Council’s Information Request, please refer to the supplementary Engineering Plans prepared by Rienmac
Pty Ltd included at Appendix B, which demonstrates that the car parking layout addresses AS/NZS2890.1:2004 (user class 1A).

Item 5

5.      Provide amended plans that provide sufficient space between car space number 1 and the adjacent storage and stairs or
        alternately provide justification for the submitted layout.

Applicant’s Response

In response to Item 5 of Council’s Information Request, with respect to Car Space 1, a 2600mm wide space is provided. There is now
sufficient space between car space number 1 and the adjacent storage. The size of this car park has not been amended; however,
the full width is now provided which is compliant.

Item 6

6.      Indicate the garage door openings on the vehicle manoeuvring plan and the vehicle manoeuvring plans must be for a B99 vehicle
        as described in AS/NZS2890.1:2004.

                                                                   3


Response to Council’s Information Request                                                                                February 2022

Section 4

                                                                       DANYA COOK TOWN PLANNING

Applicant’s Response

In response to Item 6 of Council’s Information Request, please refer to the supplementary Engineering Plans prepared by Rienmac
Pty Ltd included at Appendix B, which indicate the garage door openings and provision for a B99 vehicle, as described in
AS/NZS2890.1:2004

Issue

Council has some concerns with the transitions from the proposed driveway to the adjoining sections of footpath.

Information Required

Item 7

7.      Provide additional detail on the extent of works required to smoothly transition from the proposed driveway to the adjoining
        sections of footpath.

Applicant’s Response

In response to Item 7 of Council’s Information Request, please refer to the supplementary Engineering Plans prepared by Rienmac
Pty Ltd included at Appendix B, which provide additional detail on the extent of works required to smoothly transition from the
proposed driveway to the adjoining sections of footpath.

Issue

It is expected that the proposed development will need to include changes/additions to the existing stormwater drainage system, but
no detail has been provided.

Information Required

Item 8

8.      Provide a plan of the existing stormwater drainage system and indicate any additions/improvements necessary to comply with
        current standards. Please note that the system must be in accordance with The Noosa Plan 2020 – Water Quality and Drainage
        Code and include climate change considerations (Performance Outcome PO2 and Acceptable Outcome AO2.4 (a 20% increase
        in rainfall intensity by 2100.)

Applicant’s Response

In response to Item 8 of Council’s Information Request, supplementary Engineering Plans prepared by Rienmac Pty Ltd included at
Appendix B, which includes details with respect to the existing stormwater drainage system and indicates any
additions/improvements necessary to comply with current standards.

3.0        SUMMARY

In accordance with Section 13.2 of the Development Assessment Rules, we hereby provide Council with a response to all of the
information requested and ask that Council proceed with the assessment of the development application. We trust Council will issue
a favourable Development Permit in due course and should Council have any questions with respect to the above, please do not
hesitate to contact me direct.

Kind regards,




Danya Cook B.Urb.Reg.Plan
Director / Principal Town Planner
M: 0422 051 263
E: [email protected]
                                                                  4


Response to Council’s Information Request                                                                              February 2022

Section 5

                       DANYA COOK TOWN PLANNING

                                          Appendix A

Amended Design Plans

Prepared by M Design


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DANYA COOK TOWN PLANNING

 

Appendix A

 

Amended Design Plans

Prepared by M Design

Section 6

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                                                                                                                                                                                                                                                                                                                                                                                  78
                                                                                                                                                                                                                                                                                                                                                     7.
                                                                                                                                                                                                                                                                                                                                                    3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      TO ENGINEERS DETAILS




                                                                                                                                                                                                                                                                                                                                                                               6.
                                                                                                                                                                                -




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   3
                                                                                                                                                                                                                                                                                                                                                                              3
                                                                                                                                                                                                                                                                                                                                                                                                                        0




                                                                                                                                                                                                                                                                                                                                                                                                                                                      5
                                                                                                                                                                                                                                                                                                                                                                                                                      .0




                                                                                                                                                                                                                                                                                                                                                                                                                                                               35.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                    .1
                                                                                                                                                                                                                                                                                                                                                                                                                    36




                                                                                                                                                                                                                                                                                                                                                                                                                                                  35
                                                                                                                                                                                                                                                                                                                                                                 22
                                                                                                          43.24




                                                                                                                                                                                                                                    8




                                                                                                                                                                                                                                                                                                                               74
                                                                                                                                                                                                                                41.6




                                                                                                                                                                                                                                                                                                                                                              8.
                                                                                                                                                                                                                                                                                                     .44


                                                                                                                                                                  47
                                                                                                                                                                                                                    41                                                                                                                                                                                                                                                 35.02




                                                                                                                                                                                                                                                                                                                            

Section 7

8.




                                                                                                                                                                                                                                                                                                                                                             3
                                                                                                                           .63                                                                                        .81                                                                          39                                                                                                                            Roofwater
                                                                                                                                                               2.




                                                                                                                                                                                                                                                                                                                           3
                                                                                                                         42
                                                                                                                                                              4




                                                                                                                                                                                                                                                                                                                                                                                                                     Wat r
                                                                                Y
                                                                                          58




                                                                                                                                                                                                                                                          95




                                                                                                                                                                                                                                                                                                                                                                                                                     Met 0
                                                                                                                                                                                                     01




                                                                                                                                                                                                                                                                                           .57
                                                                                                                                                                                                                      86




                                                                                                                                                                                                                                                                                                                         83
                                                                                                                                                                                                                                                                                                   39




                                                                                                                                                                                                                                                                                                                                                                                                                                                   1
                                                                                       3.




                                                                                                                                                                                                                                                                                                                                                                                                          31

                                                                                                                                                                                                                                                                                                                                                                                                                36
                                                                                                                                                                                                                                                       0.
                                                                                                                                                                                                  2.




                                                                                                                                                                                                                                                                                                                                                                                                                                               35.2
                                                                                                                                                                                                                   1.
                                                                                      4




                                                                                                                                                                                                                                                                                                                      8.
                                                                                                                                                                                                                                                                                                     .4




                                                                                                                                                                                                                                                                                                                                                                                                               37
                                                                                                                                                                                                                                                      4




                                                                                                                                                                                                                                                                                         39
                                                                                                                                                                                                 4




                                                                                                                                                                                                                                                                                                                                                                                                       0.
                                                                                                                                                                                                                  4




                                                                                                                                                                                                                                                                                                                                                                                                                  .1
                                                                                                                                                                                                                                                                                                                     3




                                                                                                                                                                                                                                                                                                                                                                                                                        er
                                                                                                                                                                                                                                                                                                       9




                                                                                                                                                                                                                                                                                                                                                                                                      4




                                                                                                                                                                                                                                                                                                                                                                                                                        e
                                                                                                                                                                                                                                                                                                                                                                        38
      EXISTING LEVEL B,C & D UNDER

                                                                               R

                                                                                                                                                                                                                                                                                                 40
                                                                                                                                                                                                                                                                41
                                                                                                                                                          43




                                                                                                                                                                                                            42
                                                                              A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                         35.20




                                                                                                                                                                                                                                                                                                                                                                                                                                                                 35
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               35.29
      PROPOSED LEVEL B PRIVATE                                                                                                                                                                                                                                                                                                                                                                                                                                                 Stormwater




                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                     3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Manhole

      OPEN SPACE ADDITION
      REFER FLOOR PLAN FOR EXTENT

                                                    I                       N
                             I                    M
                          EL
      PROPOSED COVERED BIN
      STORAGE FACILITY


                  R
      BIN STORAGE TO COMPLY WITH TABLE
      SC6.10.5.1 MINIMUM SERVICE LEVELS


                 P
1      SITE PLAN
4.1    1 : 200         north
                                                                                                                                                                                                                                                               ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                                                                                                                                                    sheet title:
                                                  © COPYRIGHT 2021 - M DESIGN                                     ALTERTIONS & ADDITIONS:                                                                                                                                                                                                                                                                                                          0                       2            4         6    8m
                                                                                                                                                                                                                                                                                CONSTRUCTION                                                                                                                                                                                                                1:200
                                                  THE IDEAS AND CONCEPTS CONTAINED                                For:                                                                                                                                                 REV                                 DESCRIPTION                                                              DATE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             SITE PLAN
                                                  WITHIN THIS DOCUMENT AND THE
                       M Design                   DOCUMENT ITSELF REMAIN THE                                      LUCAS SHANNON                                                                                                                                         A             FOR COUNCIL APPROVAL                                                                       11.10.21
                                                                                                                                                                                                                                                                        C             COUNCIL INFORMATION REQUEST                                                                21.01.22                                                                                                                            job no:         drawn by:
                       PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN                               Project Address:                                                                                                                                                                                                                                                                                                                                                                                   2103            JM
                       Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                  REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                                                                                                                                                                                                                                                                                     date:
                       QBCC No. 1066058
                                                  WITHOUT EXPRESSED WRITTEN                                       17 HENDERSON STREET, SUNSHINE                                                                                                                                                                                                                                                                                                                                                                                21.01.22
                       Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN                                 BEACH, QLD, 4567                                                                                                                                                                                                                                                                                                                                                                                   scale (A3):          drawing no:
                       t. 07 5471 2721
                       t. 0422 969 645
                                                  OF M DESIGN.                                                                                                                                                                                                                                                                                                                                                                                                                                                        As indicated           1.2

Section 8

                                                                                                                                                                                10904

                                                                                   4.4
                                                                                                                                                                                                                    5600




                                                                                                                                                                                                                                                                                 N
                                                                                   1                                                                                                                      TO CONCRETE BEAM & COLUMS




                                                                                                                                                                                                                                                                               O
                                                                                                       STAIRS




                                                                                                                                                                                                                                                                       I
                                                                                                                                       step




                                                                                                                                                                                                                                                                     T
                                                                                                                                  UP




                                                                                                                                                                                 L
                                                                                                                           step




                                                                                                                                                                                O
                                                                                                                                                                               C
                                                                                                                                                                                                                                                                   C
 WALL LEGEND




                                                                                                                                                                                                                                                 U
                EXISTING WALL
                                                                                                                         37440




                                                                                                                                                                                                                                                 5400
                NEW 190 RENDERED BLOCKWORK

                NEW 90 STUD

                                                                                                                        ENTRY

                                                                                                                                                                                                                                             S TR




                                                                                                                                                                                 L
                                                                                                                                                                                O
                                                                                                                                                                               C
                                                                                                                                                                                                                        N
                                                                                                       STOARGE
                                                                                                                       LEVEL A


                                                                                                                                                                                                                      O
                                                                                                                         37440                       1              2                                      3                    4

                                                                                                                                              2604                 2400        300




                                                                                                                                                                                    R C                  2400                   3000   200




                                                                                                EXISTING
                                                                                                GARAGE


                                                                                                                                                              F O
                                                                                                                                         T
                                     UNITS ABOVE                                                                                                                                                                                             2   4.1




                                                                                                                       N               O



                                                                                                                                                                                     LINE OF BEAM OVER
                                                                                                EXISTING




                                                                                                                     -
                                                                                                GARAGE
                                                                                                                                                           CARPARK




                                                                              RY                                                                                                                                                                                      GRATED DRAIN & OR



                                                                             A
                                                                                                                                                                                                                                                                      PERMIABLE PAVING IN
                                                                                                                                                                                                                                                        DRIVEWAY
                                                                                                EXISTING                                                                                                                                                              ACCORDANCE WITH THE


                                                                           N
                                                                                                GARAGE                                                                                                                                                                NOOSA PLAN 2020 – WATER




                                                           M I                                                                                                                                                                                                        QUALITY AND
                                                                                                                                                                                                                                                                      DRAINAGE CODE AND



                      I
                                                                                                                                                                                                                                                                      INCLUDE CLIMATE CHANGE



                    L
                                                                                                                                                                                                                                                                      CONSIDERATIONS
                                                                                                                                                                                                                                                                      (PERFORMANCE OUTCOME


                   E
                                                                                                                           2472




                                                                                                                                                                                                                                                                      PO2



                PR                                                                                                                                                                                                                                                    AND ACCEPTABLE




                                                                                                                                                                           L
                                                                                                                                                                           O
                                                                                                                                                                                                                                                                      OUTCOME AO2.4



                                                                                                                                                                          C
                                                                                                                                                                                                                BINS

                                                                              1
                                                                                                                  BIN STORAGE TO COMPLY
1     LEVEL A - PROPOSED                                                     4.2                                  WITH TABLE SC6.10.5.1
4.1   1 : 100                                                                                                     MINIMUM SERVICE LEVELS
                                                                                                                                                                                                                                                                         0     1     2         3    4m
                                               north                                                                                                                                                                                                                                                      1:100

                                                                                                                                                ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                                 sheet title:
                                                           © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                                     CONSTRUCTION                                                                SITE COVER:                                          LEVEL A -
                                                           THE IDEAS AND CONCEPTS CONTAINED    For:
                                                           WITHIN THIS DOCUMENT AND THE                                                              REV                  DESCRIPTION                                       DATE                                                           PROPOSED
                                M Design                                                       LUCAS SHANNON                                         A      FOR COUNCIL APPROVAL                                           11.10.21    PROPORTION OF SITE COVER:    228m²
                                                           DOCUMENT ITSELF REMAIN THE
                                                                                                                                                     B      PLOT RATIO DETAILS ADDED FOR COUNCIL                           05.11.21                                                job no:         drawn by:
                                PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                                                                        SITE AREA:                   693m²
                                                                                                                                                     C      COUNCIL INFORMATION REQUEST                                    21.01.22                                                2103            JM
                                Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                           REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                                          date:
                                                                                                                                                                                                                                       % SITE COVER:                32.9%                    21.01.22
                                QBCC No. 1066058
                                                           WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                                Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                                                    scale (A3):          drawing no:
                                t. 07 5471 2721                                                                                                                                                                                        PLOT RATIO:                  0.67 : 1
                                t. 0422 969 645
                                                           OF M DESIGN.                                                                                                                                                                                                              1 : 100               2.1

Section 9

                                                                                                                               4.4




                                                                                                                                                                                                                                                     N
                                                                                                                               1




                                                                                                                                                                                                                                                   O
                                                                                                                                                  STAIRS




                                                                                                                                                                                                                                        I




                                                                                                                                                                                            1099
                                                                                                                                                                                       UP




                                                                                                                                                                                                                      BEAM UNDER
           WALL LEGEND



                                                                                                                                                                                                                                      T




                                                                                                                                                                        l
                                                                                                                                                                        l
                                                                                                                                                                      co
                                                                                                                                                                      co
                   EXISTING WALL

                   NEW 190 RENDERED BLOCKWORK

                   NEW 90 STUD




                                                                                                                                                                                                       U C                                  5600




                                                                                                                                                                                                      R




                                                                                                                                                                                                         l l
                                                                                                                                                                                                       co co
                                                                                                                                                                                                   S T
                                                                                                                                                                            O N
                                                                                                                                                      R C
4.3    1


                                                                                                                                      F O                                                            PROPOSED



                                                                                                                     O T                                   LEVEL B                                    PRIVATE
                                                                                                                                                                                                       OPEN
                                                                                                                                                                                                       SPACE
                                                                                                                                                                                                                                                                       2      4.1




                                                                                                              - N
                                                                        RY
                                                                     N A
                                                  M I
                 L I




                                                                                                                                                                                                                         BEAM UNDER
              R E
             P                                                                                                         4.2
                                                                                                                           1


1     LEVEL B - PROPOSED
4.1   1 : 100                                                                                                                                                                                                                           0          1    2         3     4m
                                                   north                                                                                                                                                                                                                     1:100

                                                                                                                           ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                          sheet title:
                                                       © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                   CONSTRUCTION                                                                                                               LEVEL B-
                                                       THE IDEAS AND CONCEPTS CONTAINED    For:                                                                                                    SITE COVER:
                                                       WITHIN THIS DOCUMENT AND THE                                            REV                DESCRIPTION                DATE                                                                              PROPOSED
                            M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                       A     FOR COUNCIL APPROVAL                   11.10.21
                                                                                                                               B     PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21               PROPORTION OF SITE COVER:          228m²            job no:         drawn by:
                            PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                    C     COUNCIL INFORMATION REQUEST            21.01.22                                                                   2103            JM
                            Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR                                                                                                                    SITE AREA:                         693m²
                                                       REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                  date:
                            QBCC No. 1066058                                               17 HENDERSON STREET, SUNSHINE                                                                           % SITE COVER:                                                 21.01.22
                                                       WITHOUT EXPRESSED WRITTEN                                                                                                                                                      32.9%
                            Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                            scale (A3):          drawing no:
                            t. 07 5471 2721
                            t. 0422 969 645
                                                       OF M DESIGN.
                                                                                                                                                                                                   PLOT RATIO:                        0.67 : 1           1 : 100               2.2

Section 10

                                                                                                                                                                                                                                           N
                                                                                                                       4.4




                                                                                                                                                                                                                                         O
                                                                                                                           1

                                                                                                                                                          22°




                                                                                                                                                                                                                               T I
                                                                                                                                                                                      U C




                                                                                                                                                                                                         BEAM UNDER
                                                                                                                                                  2°
                                                                                                                                                                                   STR
                  POOL

                                                                                                                                                                      O N
                                             UP



                                                       C
                                                        O
                                                          L

                                                                                                                                                   R C
4.3   1
                                                                                                    LEVEL C

                                                                                                                                  F O
                                                                                                              O T                                                                        P.O.S
                                                                                                                                                                                        BELOW                                                                   2   4.1




                                                                                                    - N
                                                  LIFT

                                                                 RY
                      4265




                                                              N A
                                               I
                                                       L
                                                      O
                                                     C




                                             M
                          L




                      I
                         O
                        C




                    L




                                                                                                                                                                                                      BEAM UNDER
                   E
                                   POOL
                                  SHELTER



            PR
                                  L




                                                       L
                                 O




                                                      O
                                C




                                                     C




                                                                                                                 1
                                                                                                                                                                                                                               WALL LEGEND

                                                                                                                 4.2                                                                                                                     EXISTING WALL

                                                                                                                                                                                                                                         NEW 190 RENDERED BLOCKWORK
 1    LEVEL C - PROPOSED                                                                                                                                                           0    1     2   3    4m
4.1   1 : 100                                                                                                                                                                                                                            NEW 90 STUD
                                         north                                                                                                                                                                        1:100


                                                                                                                 ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                        sheet title:
                                             © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                       CONSTRUCTION                                                                                                         LEVEL C -
                                             THE IDEAS AND CONCEPTS CONTAINED    For:                                                                                            SITE COVER:
                                             WITHIN THIS DOCUMENT AND THE                                            REV                    DESCRIPTION                DATE                                                                        PROPOSED
                  M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                         A       FOR COUNCIL APPROVAL                   11.10.21
                                                                                                                                                                                 PROPORTION OF SITE COVER:                    228m²
                                                                                                                       B       PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                                             job no:         drawn by:
                  PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                      C       COUNCIL INFORMATION REQUEST            21.01.22                                                             2103            JM
                  Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR                                                                                                            SITE AREA:                                   693m²
                                             REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                date:
                  QBCC No. 1066058
                                             WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE                                                                   % SITE COVER:                                32.9%                  21.01.22
                  Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                          scale (A3):          drawing no:
                  t. 07 5471 2721
                  t. 0422 969 645
                                             OF M DESIGN.                                                                                                                        PLOT RATIO:                                  0.67 : 1       1 : 100                2.3

Section 11

                                                                                                                          4.4

                                                                                                                          1



                                                                                                                                                                                                                O N
                                                                                                                                                                                                        T I
                                                                                                                                                                                U C
                                                                                                                                                                             STR
                                                                                                                                                                O N
                                                                                                                                                        C
                                                 UP




                                                                                                                              O                       R
4.3      1
                                                           UP




                                                                                                                          T F
                                                                                                                   O
    A                                                                                                                                                                                                                            2      4.1
 5.1                                                                                                   LEVEL D



                                                                           -                                     N
                                                   LIFT


                                                                        RY
                                                                     N A
                                                 M I
                          EL I       POOL
                                    SHELTER



                  PR                                                                                                1

1       LEVEL D - PROPOSED                                                                                          4.2
4.1     1 : 100
                                        north
                                                                                                                    ISSUE:PRELIMINARY DESIGN - NOT FOR                                                          sheet title:
                                                © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                   CONSTRUCTION                                                                               LEVEL D -
                                                THE IDEAS AND CONCEPTS CONTAINED    For:                                                                                 SITE COVER:
                                                WITHIN THIS DOCUMENT AND THE                                            REV                  DESCRIPTION       DATE                                                     PROPOSED
                     M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                         C     COUNCIL INFORMATION REQUEST   21.01.22
                                                                                                                                                                         PROPORTION OF SITE COVER:   228m²      job no:         drawn by:
                     PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                     SITE AREA:                  693m²      2103            JM
                     Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                REPRODUCED IN PART OR IN WHOLE                                                                                                                                  date:
                     QBCC No. 1066058
                                                WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE                                                        % SITE COVER:               32.9%                21.01.22
                     Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                            scale (A3):          drawing no:
                     t. 07 5471 2721                                                                                                                                                                 0.67 : 1
                     t. 0422 969 645
                                                OF M DESIGN.                                                                                                             PLOT RATIO:                              1 : 100               2.4

Section 12

                                                                                                                                                               4.4

                                                                                                                                                                1




                                                                                                                                                                                                                                                                            O N
                                                                                                                                                                                                                                                                       I
                      WALL LEGEND




                                                                                                                                                                                                                                                                     T
                              EXISTING WALL




                                                                                                                        4480
                                                                                                                                                                                                                                             C
                              NEW 190 RENDERED BLOCKWORK

                              NEW 90 STUD




                                                                                                                                                                                                                                          RU
                                                                                                                                                                                                                                        ST




                                                                                                                                                                                                  l l
                                                                                                                                                                                                co co
                                                                                                                        PTRY FR



                                                                                                                                  KITCHEN




                                                                                                                                                                                                                           O N
      4.3      1
                                                                                                          LIVING
                                                                                                                                  MEALS
                                                                                                                                                                          DECK

                                                                                                                                                                                            R C
                                                                                                                                                                             O




                                                                                                                                                                                                            UNITS BELOW
                                                                       L
                                                                      O




                                                                            UP
                                                                     C




                                                                                                                                                                           F                                                                                                                 2       4.1




                                                                                                                                                                                                  l l
                                                                                                                                                                                                co co
                                                                                                                                                     T
                                                                                              ENTRY                   LEVEL E



                                                                                                                                                   O
                                                                       L
                                                                      O
                                                                     C




                                                                     LIFT                                 BED 1



                                                                                                                                  - N
                                                                                                                                  ENS 1            BED 2




                                        4265




                                                                                        RY
                                                                                       A


                                                                                                                                                                                                  l l
                                                                                                                                                                                                co co
                                                                                     N
                                                                                                                                 ENS 2




                                                                M I
                                          EL I
                                                                                                                                            3505
                                                                                                                          2500




                         PR                                                                                                                            4.2
                                                                                                                                                           1



1           LEVEL E - PROPOSED                                                                                                                                                                                                                                   0      1   2         3    4m
4.1         1 : 100                                    north                                                                                                                                                                                                                                     1:100


                                                                                                                                                           ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                               sheet title:
                                                               © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                                           CONSTRUCTION                                                                                                    LEVEL E -
                                                               THE IDEAS AND CONCEPTS CONTAINED    For:
                                                                                                                                                                                                                                 SITE COVER:
                                                               WITHIN THIS DOCUMENT AND THE                                                                    REV                DESCRIPTION                             DATE                                                      PROPOSED
                                    M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                                               A     FOR COUNCIL APPROVAL                            11.10.21    PROPORTION OF SITE COVER:   228m²
                                                                                                                                                               B     PLOT RATIO DETAILS ADDED FOR COUNCIL            05.11.21                                               job no:         drawn by:
                                    PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN
                                    Peregian Beach QLD 4573
                                                                                                   Project Address:                                            C     COUNCIL INFORMATION REQUEST                     21.01.22    SITE AREA:                  693m²          2103            JM
                                                               AND MAY NOT BE COPIED OR
                                                               REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                               date:
                                    QBCC No. 1066058                                               17 HENDERSON STREET, SUNSHINE                                                                                                 % SITE COVER:               32.9%                    21.01.22
                                                               WITHOUT EXPRESSED WRITTEN
                                    Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                                         scale (A3):          drawing no:
                                    t. 07 5471 2721            OF M DESIGN.                                                                                                                                                      PLOT RATIO:                 0.67 : 1         1 : 100               2.5
                                    t. 0422 969 645

Section 13

                                                                                                                                4.4

                                                                                                                                 1




                                                                                                                                                                                                                              O N
                                                                                                                                                UNENCLOSED

                                                                                                                                                                                                                   T I
                                                                                                                                                      19 m²


                                                                                                                                                                                         U C
                                                                                                                                                                                      STR
                                                                                                                                                                     O N
                                                                                                          ENCLOSED
                                                                                                             187 m²
                                                                                                                                                           R C
                                                                                                                                           FO
 4.3     1

                                                  UNENCLOSED                                                                                                                                                                                      2      4.1
    A




                                                                                                                            T
  5.1                                                     18 m²




                                                                                                               N          O
                                                    LIFT



                                                                        Y                                    -
                                                                      AR
                                 POOL
                                                  I                 N
                                                M
                               SHELTER




                         EL I UNENCLOSED
                                         5 m²                                                          SITE COVER




                  PR                                                                            NAME
                                                                                           ENCLOSED
                                                                                           UNENCLOSED
                                                                                           UNENCLOSED
                                                                                           UNENCLOSED
                                                                                                              19 m²
                                                                                                              5 m²
                                                                                                              18 m²
                                                                                                                   AREA
                                                                                                              187 m²
                                                                                                                           1

                                                                                                                          4.2
1       SITE COVER                                                                         GRAND TOTAL        228 m²
4.1     1 : 100
                        north                                                                                                                                                                                         0   1       2          3        4m
                                                                                                                                                                                                                                                           1:100


                                                                                                                           ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                 sheet title:
                                                © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                           CONSTRUCTION                             SITE COVER:
                                                THE IDEAS AND CONCEPTS CONTAINED    For:                                        REV                DESCRIPTION       DATE
                                                                                                                                                                                                                                   SITE COVER
                                                WITHIN THIS DOCUMENT AND THE
                     M Design                                                       LUCAS SHANNON                               C     COUNCIL INFORMATION REQUEST   21.01.22   PROPORTION OF SITE COVER:   228m²
                                                DOCUMENT ITSELF REMAIN THE
                                                                                                                                                                                                                              job no:            drawn by:
                     PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                           SITE AREA:                  693m²              2103               JM
                     Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                                                                                                                                                                                              date:
                                                REPRODUCED IN PART OR IN WHOLE                                                                                                 % SITE COVER:               32.9%                        21.01.22
                     QBCC No. 1066058
                                                WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                     Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                          scale (A3):             drawing no:
                     t. 07 5471 2721                                                                                                                                           PLOT RATIO:                 0.67 : 1
                     t. 0422 969 645
                                                OF M DESIGN.                                                                                                                                                                    1 : 100                  2.7

Section 14

                                                                                                                                                                                            O N
                                                                                                                                                                                   T I
                                          UNIT 1
                                                                                                                                               UNIT 3


                                                                                                                                                                      U C
                                                                                                                                                                     R
                                                                                                                                               79 m²
                                           87 m²


                                                                                                                                               UNIT 2

                                                                                                                                                           N       ST
                                                                                                                                                         O
                                                                                                                                               81 m²




                                                                                                                                         R C
                                                                                                                        F O                                              GROSS FLOOR AREA
          1
         4.1
                  LEVEL B
                   1 : 200


                                                                                                  O T      2
                                                                                                          4.1
                                                                                                                     LEVEL C
                                                                                                                     1 : 200
                                                                                                                                                                          Name
                                                                                                                                                                     UNIT 1
                                                                                                                                                                     UNIT 2
                                                                                                                                                                                       AREA
                                                                                                                                                                                   87 m²
                                                                                                                                                                                   81 m²




                                                                                           - N                                                                       UNIT 3
                                                                                                                                                                     UNIT 4
                                                                                                                                                                     UNIT 5
                                                                                                                                                                                   79 m²
                                                                                                                                                                                   115 m²
                                                                                                                                                                                   100 m²



                                                            Y
                                                                                                                                                                     GRAND TOTAL   463 m²




                                                          AR                                                                        UNIT 5



                                      I
                                    UNIT 4              N                                                                           100 m²




                L I                 M
                                    115 m²




         R     E
        P 3       LEVEL D                                                                                       4     LEVEL E
north    4.1       1 : 200                                                                                     4.1     1 : 200                                                     0    2        4         6      8m
                                                                                                                                                                                                                       1:200


                                                                                                        ISSUE:PRELIMINARY DESIGN - NOT FOR                                                  sheet title:
                                    © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                CONSTRUCTION                                                                    GROSS FLOOR
                                    THE IDEAS AND CONCEPTS CONTAINED    For:
                                    WITHIN THIS DOCUMENT AND THE                                         REV                     DESCRIPTION             DATE                                     AREA
         M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                     C      COUNCIL INFORMATION REQUEST            21.01.22
                                                                                                                                                                                            job no:            drawn by:
         PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                                                    2103               JM
         Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                    REPRODUCED IN PART OR IN WHOLE                                                                                                                          date:
         QBCC No. 1066058
                                    WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE                                                                                                 21.01.22
         Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                    scale (A3):          drawing no:
         t. 07 5471 2721
         t. 0422 969 645
                                    OF M DESIGN.                                                                                                                                             As indicated            2.8

Section 15

                                                                                                                                                                                                                                               O N
                                                                                                                                                                                                                                T I
                                                                                                                                                                                                          C
                                                                                                                                                                       3580




                                                                                                            5°
                                                                                                                                                                                                                                                       CL-5




                                                                                                                                                                                                        U
                                                 BOUNDARY




                                                                                                                                                                                         BOUNDARY
                                                                                                                                                                                                     STR




                                                                                                                                                                                                                    2700
                                                                2500




                                                                                             l




                                                                                                                     l




                                                                                                                                                   l
                                                                                          co




                                                                                                                  co




                                                                                                                                                co
                                                                                           l




                                                                                                                   l




                                                                                                                                                 l
                                                                                         co




                                                                                                                 co




                                                                                                                                               co
                                                                                                                                                                4480




                                                                                                                                                                           N
                                                                                                                                                                                                                                                 LEVEL E




                                                                                                                                                                                                                    300
                                                                                                                                                                                                                                                    CL-4




                                                                                                                                                     C                   O




                                                                                                                                                                                                                    2600
                                                                                                                             O                     R                                                                                             LEVEL D
                                                                                                                                                                                                                                                    CL-3




                                                                                                                           F




                                                                                                                                                                                                                    2340
                                                                                                                         T
                                                                                                                                                                  2°




                                                                                                      O
                                                                                                                                                                                                                                                 LEVEL C




                                                                                                                                                                                                                    200
                                                                   -                                N      SCREENING




                                                                                                                                                                                                                    2400
                                                                                                                                                                                  1150




                                                                 Y                                         CONCRETE BEAM                                                                                                                         LEVEL B




                                                                                                                                                                                                                    200
                                                                R
                                                                                                                                                                                                                                                    CL1




                                                               A
                                                                                                                                                                                1537




                                                                                                                                                                                                                    2200
                                               I             N                                                                                         CONCRETE
                                                                                                                                                                                                                                                 LEVEL A




                                             M
                                                                                                                                                       COLUMNS




                     EL I                                          CONCRETE COLUMN




                PR
2     EAST ELEVATION                                                                                                                                                                                                              0        1    2         3     4m
2.1   1 : 100                                                                                                                                                                                                                                                        1:100



                                                                                                                         ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                    sheet title:
                                             © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                        CONSTRUCTION
                                             THE IDEAS AND CONCEPTS CONTAINED    For:                                                                                                               SITE COVER:                                     ELEVATIONS
                                             WITHIN THIS DOCUMENT AND THE                                                 REV                DESCRIPTION                       DATE
                  M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                             A    FOR COUNCIL APPROVAL                          11.10.21              PROPORTION OF SITE COVER:   228m²
                                                                                                                           B    PLOT RATIO DETAILS ADDED FOR COUNCIL          05.11.21                                                         job no:         drawn by:
                  PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                          C    COUNCIL INFORMATION REQUEST                   21.01.22              SITE AREA:                  693m²          2103            JM
                  Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                             REPRODUCED IN PART OR IN WHOLE                                                                                                                                                                    date:
                  QBCC No. 1066058                                               17 HENDERSON STREET, SUNSHINE                                                                                      % SITE COVER:               32.9%                    21.01.22
                                             WITHOUT EXPRESSED WRITTEN
                  Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                              scale (A3):          drawing no:
                  t. 07 5471 2721            OF M DESIGN.                                                                                                                                           PLOT RATIO:                 0.67 : 1         1 : 100               4.1
                  t. 0422 969 645

Section 16

                                                                                                                  12M
                                                                                                                      HEIG
                                                                                                                          HT


                                                                                                                                                                                                                                 O N
                                                                                                                                                                                                                           I
                                                                                                                                   LINE




                                                                                                                                                                                                                         T




                                                                                                                                                                                                                                 BOUNDARY
                                                       900




                                                                                                                                                                                            C
                                                                                                                                   3219
                                                                                5°
                                                                                                                                   OH




                                                                                                                                                                                          U
                                                                                                                        5°




                                                                                                                                                                                         R
                                                                                                                                                                                                                                                              CL-5




                                                                                                                                                                                       ST




                                                                                                                                                                                                                                            2700
                                                                                                                                               l
                                                                                                                                             co
                                                                                                                                                                            N
                                     LIFT
                                    SHAFT



                                                                                                                                                                          O
                                                                                                                                                                                                                                                         LEVEL E




                                                                                                                                                                                                                                            300
                                                                                                                                                                                                                                                            CL-4




                                                                                                                                                         R C




                                                                                                                                                                                                                                            2400
                                                                                                                               F O                                                                                                                       LEVEL D




                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                            CL-3




                                                                                                                             T
 N.                   POOL
    G.               SHELTER




                                                                                                                                                                                                      12000
       L




                                                                                                                                                                                                                                            2340
                                                                                                            N O                                                                                                                                          LEVEL C




                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                            CL-2




                                                                         Y -




                                                                                                                                                                                                                                            2400
                                                                        R                                                                                                                                                                                LEVEL B




                                                                                                                                                                                                                                            200
                                                                       A
                                                                                                                                                                                                                                                            CL1

                                                                                                                                                                                                              5600




                                                                     N




                                                                                                                                                                                                                                            2200
                                                    M I                                                                                                                                                                                                  LEVEL A




                          EL I                                                                                                                                                                                                                              N.G
                                                                                                                                                                                                                                                               .   L




1
            PR
       SOUTH ELEVATION
2.1        1 : 100
                                                                                                                                                                                                                     0       1   2                 3   4m
                                                                                                                                                                                                                                                            1:100


                                                                                                                         ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                          sheet title:
                                                    © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                    CONSTRUCTION
                                                    THE IDEAS AND CONCEPTS CONTAINED    For:                                                                                         SITE COVER:                                             ELEVATIONS
                                                    WITHIN THIS DOCUMENT AND THE                                             REV                   DESCRIPTION             DATE
                         M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                        A     FOR COUNCIL APPROVAL                   11.10.21   PROPORTION OF SITE COVER:       228m²
                                                                                                                             B     PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                                   job no:             drawn by:
                         PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                     C     COUNCIL INFORMATION REQUEST            21.01.22   SITE AREA:                      693m²           2103                JM
                         Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                    REPRODUCED IN PART OR IN WHOLE                                                                                                                                                   date:
                         QBCC No. 1066058                                               17 HENDERSON STREET, SUNSHINE                                                                % SITE COVER:                   32.9%                         21.01.22
                                                    WITHOUT EXPRESSED WRITTEN
                         Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                             scale (A3):              drawing no:
                         t. 07 5471 2721            OF M DESIGN.                                                                                                                     PLOT RATIO:                     0.67 : 1          1 : 100                      4.2
                         t. 0422 969 645

Section 17

                                                                                                                                                                                                                                            O N
                                                                                                                                                                                                                              T I
                                                                                                                                                                                                         U                  C
                                                                                            900


                                                                                                                                                                                                     S TR
                                                                                                                                                                                O N
                                                                                                                                                            C
                                                                       3580

                                                                                                                                                                                                                     CL-5
                                            BOUNDARY




                                                                                                                                                                                        BOUNDARY
                                                                                                                                                          R              2500




                                                                                                                             LIFT
                                                                                                                                          O




                                                                                                                                                                                                        2700
                                                                           4480




                                                                                                                                        F


                                                                                                                                  SH
                                                                                                                                 AFT
                                                                                                                       T




                                                                                                                                                                                                        300
                                                                                                                                                                                                                     CL-4




                                                                                                                N    O




                                                                                                                                                                                                        2400
                                                                                                                                                                                  258




                                                                                                              -
                                                                                                                                                                    5°
                                                                                                                                                                                                                  LEVEL D




                                                                                                                                                                                                        200
                                                                                                                                                                                                                     CL-3




                                                                        RY

                                                                                                                                               3244




                                                                                                                                                                                                        2340
                                                                                                                                                                                              2881
                                                                     N A                                                                                        POOL
                                                                                                                                                               SHLETER                                            LEVEL C




                                                                                                                                                                                                        200
                                                                                                                                                                                                                     CL-2




                                       M I
            EL I
         PR
1     WEST ELEVATION                                                                                                                                                                                                                0       1     2         3    4m
2.2   1 : 100                                                                                                                                                                                                                                                         1:100


                                                                                                                           ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                                   sheet title:
                                                       © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                 CONSTRUCTION                                                      SITE COVER:
                                                       THE IDEAS AND CONCEPTS CONTAINED    For:                             REV                       DESCRIPTION                DATE
                                                                                                                                                                                                                                                      ELEVATIONS
                                                       WITHIN THIS DOCUMENT AND THE
                 M Design                                                                  LUCAS SHANNON                     A         FOR COUNCIL APPROVAL                     11.10.21             PROPORTION OF SITE COVER:   228m²
                                                       DOCUMENT ITSELF REMAIN THE
                                                                                                                             B         PLOT RATIO DETAILS ADDED FOR COUNCIL     05.11.21                                                        job no:         drawn by:
                 PO Box 290                            INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                                          SITE AREA:                  693m²
                                                                                                                             C         COUNCIL INFORMATION REQUEST              21.01.22                                                        2103            JM
                 Peregian Beach QLD 4573               AND MAY NOT BE COPIED OR
                                                                                                                                                                                                                                                date:
                                                       REPRODUCED IN PART OR IN WHOLE                                                                                                                % SITE COVER:               32.9%                    21.01.22
                 QBCC No. 1066058
                                                       WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                 Contact: Michael Broeren              PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                     scale (A3):          drawing no:
                 t. 07 5471 2721                                                                                                                                                                     PLOT RATIO:                 0.67 : 1
                 t. 0422 969 645
                                                       OF M DESIGN.                                                                                                                                                                               1 : 100               4.3

Section 18

                                                                                                                                                                                                                                                                N
BOUNDARY



                                                                                                                                                        E
                                                                                                                                                   T LIN
                                                                                                                                                                                                                  900
                                                                                                                                               EIGH


                                                                                                                                                                                                                                                              O
                                                                                                                                          12M H                                                                   OH




                                                                                                                                                                                                                                                  I
                                                                                                                                                                            5°




                                                                                                                                                                                                                                   L
                                                                                                                                                                                                                                O
                                                                                                                                                                                                                               C
                                                                                                                                                                                                                                                T




                                                                                                                                                                                                                               L
                                                                                                                                                                                                                                                                                                CL-5




                                                                                                                                                                                                                               O
                                                                                                                                                                                                                              C
                                                                                                                                                                                                                      U C               LIFT
                                                                                                                                                                                                                                       SHAFT




                                                                                                                                                                                                                                                                            2700
                                                                                                                                      l
                                                                                                                                    co
                                                                                                                                                                                                                   STR                                                                     LEVEL E




                                                                                                                                                                                                                                                                            300
                                                                                                                                                                                                                                                                                               CL-4




                                                                                                                                                                                                        N




                                                                                                                                                                                                                          L
                                                                                                                                                                                                                          O
                                                                                                                                                                                                                         C
                                                                                                                                                                                                      O




                                                                                                                                                                                                                                                                            2400
                                                                                                                                                                                   C                                                                                                       LEVEL D




                                                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                                                              CL-3



                                                                               PRIVATE OPEN


                                                                                                                                                                   O             R                                                                 POOL
                                                                                                                                                                                                                                                  SHELTER                                 N.G
                                                                                                                                                                                                                                                                                                .L




                                                                                                                                                                                                                                                                            2340
                                                                                                                                                                 F
                                                                                   SPACE




                                                                                                                                                T
                                                                                                                                                                                                                                                                                           LEVEL C




                                                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                                                              CL-2




                                                                                                                                              O
                                          8499




                                                                                                                          l
                                                                                                                          l




                                                                                                                                                     l
                                                                                                                                                     l
                                                                                                                        co
                                                                                                                        co




                                                                                                                                                   co
                                                                                                                                                   co
                                                                                      l




                                                                                                                                                                                                                                                                            2400
                                                                                    co




                                                                                                                              22°
                             5600

                       TO BEAM & COLUMN




                                                                                                                                    - N                                                                                                                                                    LEVEL B




                                                                                                                                                                                                                                                                            200
                                                                                                                                                                                                                                                                                              CL1




                                                                                       RY




                                                                                                                                                                                                                                                                            2200
                                                                                    N A                                                                                                                                                                                                    LEVEL A




                                                                 M I
                            I
                 N.G.L




                         EL
                      PR
           1     NORTH ELEVATION
           2.1    1 : 100                                                                                                                                                                                                                        0        1   2         3          4m
                                                                                                                                                                                                                                                                                        1:100


                                                                                                                                                      ISSUE:PRELIMINARY DESIGN - NOT FOR                                                                      sheet title:
                                                                     © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                               CONSTRUCTION                                      SITE COVER:
                                                                     THE IDEAS AND CONCEPTS CONTAINED    For:                                            REV                DESCRIPTION                DATE
                                                                                                                                                                                                                                                                   ELEVATIONS
                                                                     WITHIN THIS DOCUMENT AND THE
                                          M Design                                                       LUCAS SHANNON                                   A     FOR COUNCIL APPROVAL                   11.10.21   PROPORTION OF SITE COVER:     228m²
                                                                     DOCUMENT ITSELF REMAIN THE
                                                                                                                                                         B     PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                                job no:              drawn by:
                                          PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                                        SITE AREA:                    693m²
                                                                                                                                                         C     COUNCIL INFORMATION REQUEST            21.01.22                                                2103                 JM
                                          Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                                                                                                                                                                                                                              date:
                                                                     REPRODUCED IN PART OR IN WHOLE                                                                                                              % SITE COVER:                 32.9%                    21.01.22
                                          QBCC No. 1066058
                                                                     WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                                          Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                                     scale (A3):               drawing no:
                                          t. 07 5471 2721                                                                                                                                                        PLOT RATIO:                   0.67 : 1
                                          t. 0422 969 645
                                                                     OF M DESIGN.                                                                                                                                                                               1 : 100                     4.4

Section 19

1   3D VIEW 1


                                                                                                               ISSUE:PRELIMINARY DESIGN - NOT FOR                                                              sheet title:
                                           © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                CONSTRUCTION                                      SITE COVER:
                                           THE IDEAS AND CONCEPTS CONTAINED    For:                             REV                DESCRIPTION                DATE
                                                                                                                                                                                                                         3D VIEWS
                                           WITHIN THIS DOCUMENT AND THE
                M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                     A    FOR COUNCIL APPROVAL                   11.10.21   PROPORTION OF SITE COVER:   228m²
                                                                                                                 B    PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                          job no:         drawn by:
                PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                         SITE AREA:                  693m²
                                                                                                                 C    COUNCIL INFORMATION REQUEST            21.01.22                                          2103            JM
                Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                           REPRODUCED IN PART OR IN WHOLE                                                                                                                                      date:
                                                                                                                                                                        % SITE COVER:               32.9%                21.01.22
                QBCC No. 1066058
                                           WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                scale (A3):          drawing no:
                t. 07 5471 2721                                                                                                                                         PLOT RATIO:                 0.67 : 1
                t. 0422 969 645
                                           OF M DESIGN.                                                                                                                                                          1 : 100              10.1

Section 20

1   3D VIEW 2


                                                                                                               ISSUE:PRELIMINARY DESIGN - NOT FOR                                                              sheet title:
                                           © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                CONSTRUCTION                                      SITE COVER:
                                           THE IDEAS AND CONCEPTS CONTAINED    For:                             REV                DESCRIPTION                DATE
                                                                                                                                                                                                                         3D VIEWS
                                           WITHIN THIS DOCUMENT AND THE
                M Design                                                       LUCAS SHANNON                     A    FOR COUNCIL APPROVAL                   11.10.21   PROPORTION OF SITE COVER:   228m²
                                           DOCUMENT ITSELF REMAIN THE
                                                                                                                 B    PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                          job no:         drawn by:
                PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                         SITE AREA:                  693m²
                                                                                                                 C    COUNCIL INFORMATION REQUEST            21.01.22                                          2103            JM
                Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                                                                                                                                        % SITE COVER:                          date:
                                           REPRODUCED IN PART OR IN WHOLE                                                                                                                           32.9%                21.01.22
                QBCC No. 1066058
                                           WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                scale (A3):          drawing no:
                t. 07 5471 2721                                                                                                                                         PLOT RATIO:                 0.67 : 1
                t. 0422 969 645
                                           OF M DESIGN.                                                                                                                                                          1 : 100              10.2

Section 21

1   3D VIEW 3

                                                                                                               ISSUE:PRELIMINARY DESIGN - NOT FOR                                                              sheet title:
                                           © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                CONSTRUCTION                                      SITE COVER:
                                           THE IDEAS AND CONCEPTS CONTAINED    For:                             REV                DESCRIPTION                DATE
                                                                                                                                                                                                                         3D VIEWS
                                           WITHIN THIS DOCUMENT AND THE
                M Design                                                       LUCAS SHANNON                     A    FOR COUNCIL APPROVAL                   11.10.21   PROPORTION OF SITE COVER:   228m²
                                           DOCUMENT ITSELF REMAIN THE
                                                                                                                 B    PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                          job no:         drawn by:
                PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                         SITE AREA:                  693m²
                                                                                                                 C    COUNCIL INFORMATION REQUEST            21.01.22                                          2103            JM
                Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                                                                                                                                                                               date:
                                           REPRODUCED IN PART OR IN WHOLE                                                                                               % SITE COVER:               32.9%                21.01.22
                QBCC No. 1066058
                                           WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE
                Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                scale (A3):          drawing no:
                t. 07 5471 2721                                                                                                                                         PLOT RATIO:                 0.67 : 1
                t. 0422 969 645
                                           OF M DESIGN.                                                                                                                                                          1 : 100              10.3

Section 22

1   3D VIEW 4

                                                                                                               ISSUE:PRELIMINARY DESIGN - NOT FOR                                                              sheet title:
                                           © COPYRIGHT 2021 - M DESIGN         ALTERTIONS & ADDITIONS:                CONSTRUCTION                                      SITE COVER:
                                           THE IDEAS AND CONCEPTS CONTAINED    For:                             REV                DESCRIPTION                DATE
                                                                                                                                                                                                                         3D VIEWS
                                           WITHIN THIS DOCUMENT AND THE                                                                                                 PROPORTION OF SITE COVER:   228m²
                M Design                   DOCUMENT ITSELF REMAIN THE          LUCAS SHANNON                     A    FOR COUNCIL APPROVAL                   11.10.21
                                                                                                                 B    PLOT RATIO DETAILS ADDED FOR COUNCIL   05.11.21                                          job no:         drawn by:
                PO Box 290                 INTELLECTUAL PROPERTY OF M DESIGN   Project Address:                                                                         SITE AREA:                  693m²                      JM
                Peregian Beach QLD 4573    AND MAY NOT BE COPIED OR
                                                                                                                                                                                                               2103
                                           REPRODUCED IN PART OR IN WHOLE                                                                                               % SITE COVER:               32.9%      date:
                QBCC No. 1066058
                                           WITHOUT EXPRESSED WRITTEN           17 HENDERSON STREET, SUNSHINE                                                                                                             21.01.22
                Contact: Michael Broeren   PERMISSION FROM MICHAEL BROEREN     BEACH, QLD, 4567                                                                                                                scale (A3):          drawing no:
                t. 07 5471 2721                                                                                                                                         PLOT RATIO:                 0.67 : 1
                t. 0422 969 645
                                           OF M DESIGN.                                                                                                                                                          1 : 100              10.4

Section 23

                                  DANYA COOK TOWN PLANNING

                                                     Appendix B

Supplementary Engineering Plans

Prepared by Rienmac Pty Ltd

Section 24

FORM KEY IN EDGE OF ‘st POURED SLAB.

 

N12 TRIMMER BAR FORM KEY IN EDGE OF ‘st POURED SLAB.

 

 

 

 

 

 
  

 

 

 

 

 

 

  

 

 

 

 

 

  

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

; COAT FACE OF SLAB WITH BOND PREVENTATIVE R16 GALV DOWELS x500 LONG AT 300mm
PROPOSED DRIVEWAY & CROSSOVER ORVEWAY NOT?S: (50 EDGE COVER). BOLSTER CUT SLAB (3W x 300), FILL JONT TO (Oa FOR SSEAL oy, COND PREVENTATIVE (eq. HYDROSEAL, FORMOIL. CRS GREASE AND CAP ONE END OR
A 1. CONFIRM ALL DETAILS WITH COUNCIL REQUIREMENTS BEFORE COMMENCING ANY LAP 300. PROVIDE 450x450 { LAYER 72 MESH 3mm BELOW SURFACE WITH FOSROC EXPANDITE 5: ' a 6 APPROVED PROPRIETORY ALTERNATIVE.
RENEW L WORK ON SITE, IF IN DOUBT ASK. CORNER BARS. 40 TOP COVER. THIOFLEX 6006, °
2. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF CURVE. sos >
3. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL. f 0.6. ;
ESL oo * =
4. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES Ss 7 ——
AT 5 COncRETE DRIVEWAY rossover 0 E 125mm THICK EXCLUDING ANY FINISH 2 LS Sy AES A =| 47 KR
TREATMENTS, eg. STAMPED CONCRETE FINISH. s OLA VAX RIX: 3 BAR FIITM,
6. CONCRETE SURFACE TOLERANCE TO BE 0-Smm, OVER 3 METRE SECTIONS. 300 _| SUBGRADE TO BE COMPACTED 10 95% STANDARD eer ety and WHE DRECTLY UNDER JONT & ; 3 BAR FIT 50 BTM COVER,
7. CONCRETE N32. IN ACCORDANCE WITH ast HNO AS3600. hota / La s_.— COMPACTION (TEST E1.1 AS12689). : 50 BIM COVER.
8. REINFORCEMENT FABRIC TO AS1304, 50 TOP AND EDGE COVER, LAP FABRIC 250. — = <---
‘CRYSTAL SHORES’ 9, APPROVED MATERIALS FOR CONSTRUCTION:- CONCRETE or ASPHALT. / Ws EDGE THICKENING (ET) TOOLED JOINT (TJ) KEYED JOINT (K J) -XPANSION JOINT (EJ)
10. EXPANSION JOINTS TO BE ‘0mm WIDE, FULL DEPTH CLOSED CELL CROSS LINKED SEU NEN AYVEED SUING Nd WE TEU JUNI ANI Saa—__a_
POLYETHYLENE FOAM (85-150kg/m3) OR COMPRESSED GRANULATED CORKBOARD, \ \ TYPICAL TO ALL EDGES OF DRIVEWAY SLAB, ALTERNATIVELY: SAW CUT SLAB 3W x 300. WITHIN
{1 HENDERSON STREET INSTALLATION 10 MANUFACTURERS INSTRUCTIONS. “S~ DISCONTINUE MESH 40mm FROM END. 24 HOURS OF CASTING SEAL AS ABOVE,
' 11. ALL DIMENSIONS IN. MILLIMETERS. VAN \ \ N
SUNSHINE BEACH QLD L56/ 12, ONE ACCESS POINT TO BE CONSTRUCTED TO EACH LOT AS PER STANDARD \\Y oe \ \
DRAWING, | \ ~ \ T A L S
13, ALL SERVICES NEED TO BE LOCATED PRIOR TO EXCAVATION. imp \ WA D R | V E W A Y SL A B 0 N G R 0 U N D D E |
| / Is \ hy
| \ \S EXPANSION JOINTS TO BE SEALED WITH A LOW INSTALL 400 STAINLESS DOWELS (or
FOR: M DESIGN | \ N KERB AND CHANNEL. x MODULUS SELF PRIMING SEALANT TO THE GALVANISED REFER RELEVANT COUNCIL FOR
7 ~ ~ Z MANUFACTURERS SPECIFICATIONS. THE COLOUR OF THE APPROVAL) @600 CRS.
| \) 10 1 = 3 SEALANT IS 10 MATCH THE ADJOINNG SURFACE DOWELLS 12 IN SLAB THICKNESS 100
| \ — < | property BOUNDARY FINISHES. 16 IN SLAB THICKNESS 125
DRAWING REGISTER \ | \\ a 3 =| |sz DOWELLED or PROPRIETARY JOINT
| \oF \ ° EJ s 3 = SYSTEM. GREASED DOWEL WITH
| | / \ =H) 950 5050 g EXPANSION CAP.
DRAWING DATE =} | | \ fs __ FT2 MESH CENTRAL.
NUMBER DESCRIPTION REVISION | DRAWING al ll | | pO B99 - CLEARANCE oe —t
ISSUED | TI | p\ Wanye SaKEN PaO NO NC FIRST POUR SSPHOOH _secoND Pour
| | | | | \\ Jl NONSLIP = 2] aESDENTIAL DRIVEWAY fmm COMPRESSIBLE FILLER
a COVER PAGE P2 : : | | i = co] FINISH. f DRAWING R-0050 MATERIAL FOR FULL DEPTH.
Q DRIVEWAY PLAN P2 . .
5 TURNING CRCLES 1 ENTRY FOR THE INSPECTION OF DRIVEWAYS AND | =| | is r 1 CONSTRUCTION JONT | 2 DOWELLED EXPANSION JOINT
th TURNNG CRCLES tr EXIT m CROSSOVERS, ETC, IT IS THE BUILDERS i3 | | 0
G TURNNG CIRCLES 2, ENTRY PI RESPONSIBILITY TO ENSURE ALL GRADIENTS | = 1 (DE J)
C6 TURNNG CIRCLES 2: EXIT P2 We ONLY INGDECY ENFORCEMENT Coven i|+ al MPLA - 5 | 3 GALVANSEOISTAINLESS STEEL DOWELS 600 LONG 72 MIN. FABRIC
a TURNING CIRCLES 3: ENTRY P2 : _ Ze .
8 TURNING CIRCLES 3: EXIT P2 AND SLAB THICKNESSES. A SURVEY | | | | | B99 DE SIGN TEMPLATE = | Be R16@450 CRS MAX.
© TURNING CIRCLES 4: ENTRY P2 DRAWING WILL BE REQUIRED CONFIRMING THE IL, | = | : 1500 (1 in 8)
C10 TURNING CIRCLES 4: EXIT P2 GRADES AND SETOUT TO ENABLE THE WT ioug I s _.__
ct DRIVEWAY SECTIONS P2 ENGINEER TO CERTIFY THE CONSTRUCTION. 0 R | VE W A Y ( R 0S S | N G Pl. AN S
SAND BED.
WATERPROOFING OF WALLS AND SLABS IS 10 BE TO THE BUILDERS SPECIFICATIONS. LEGEND BARRER, SEMI-MOUNTABLE, SAW CUT AND BREAKOUT BACK
OUNTABLE KERB &
IT IS THE BUILDERS RESPONSIBILITY TO CONFIRM ALL LEVELS, SETOUT AND Chg GNGERE NOTED OTHERWISE Ne aoe OF KERB AND CHANNEL.
DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK. Max Makau CROSSING.
Ve Yaa CAUTION WITH EXISTING SERVICES DRIVEWAY CROSSING
. I - -
ALTERNATIVE MEMBER TYPES} | DRAWINGS TO BE UPDATED PRIOR TO Gy, CONTINUOUS rLLET Eup ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED > DE T A IL
OR SIZES WITHOUT ENGINEERS] | THESE WORKS COMMENCING ON SITE, AS } (8, CONSTRUCTION, BRAK WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE S
WRITTEN APPROVAL. PER REGULATORY REQUIREMENTS. Ls UNDERSIDE COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE TO 3
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR. ! ' ' ' ' '
2000. 2000 6000 4077.8 5400
NS 1 IN 6.66 TIN 12 TIN 40 iN 49
oad 7 = + 4 | |
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& as 2 O3533 DRIVEWAY SECTION 2
555 S S Ss Ss a 30.34 V
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3 ole ewer My gy |! wer Manhole = ('E! _ 'N)
| anhole [2Telstra Pit = =
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i 1508 SERVICE LINE ASSUME 125 SLAB -> 613mm D R | V E W A Y SE ( ] 0 {
5 1134.36 BETWEEN UNDERSIDE OF SLAB A 7
3 TOP OF PIPE 34.51 AND TOP OF SEWER PIPE. ( A | )
; CLIENT: RI EN MAC ABN. 52 010 666 430 | DRAWING TITLE: SCALES: 1:00, 1:20, 1:50
CRYSTAL SHORES c/- MDESIGN PTYLTD — ACK 010 665 430) _ QDERATIONAL WORKS. - a a | Ioretts AW[oesign AW/DATE, 21:DEC 21
PETER RIENECKER - RPEQ 2088
PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS SITE DRIVEWAY PLAN
' ' SUNSHINE COAST OFFICE: { Pp?
PROPOSED NEW DRIVEWAY AND CROSSOVER AT ‘CRYSTAL SHORES SUITE 5, FIRST FLOOR. SAINT CIRINO, 137 BRISBANE ROAD, (Po Box 4 |DRIVEWAY CROSS-SECTIONS 213793 (
° MOOLOOLABA QLD 4557
P2_| 24 JAN 22| PRELIMINARY ISSUE (AW) #1] HENDERSON STREET, Phone:- (07) 5349 0762 eae COUNCIL JOB NUMBER DWG No. ISSUE
This draying is not to be copied or amended yithout yrillen permission from Riennac Consulting Engineers, No. DATE AMENDMENT / ISSUE SUNSEI NE cout & Avot, celled AND onda bre BEFORE COMMENCING ANY WORK. REFER ANY DISCREPANCIES TO ENGINEER IMMEDIATELY. Ex [email protected] We www.rienmac.net REAL PROPERTY DESCRIPTION & COUNCIL: DO NOT SCALE OFF DRAWINGS. | Al |SHEET 1 OF 3 |CHECKED:

 

 

 

 

 

 

 

 

 

 

 

 

 

Section 25

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

  
 
   
  

 

 

 

 

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HENDERSON SIREET "Ss 7
CLIENT: R| EN MAC ABN. 52 010 666 430 | DRAWING TITLE: SCALES: 1100
ACN. 010 666 430
CRYSTAL SHORES c/- MDESIGN PTY LTD \ - OPERATIONAL WORKS. - PETER RENECRER CRED Tua | [rate ANoesign —AW[DATE: 21 EC 7H
PROJECT: CONSULTING CIVIL & STRUCTURAL ENGINEERS TURNING CIRCLES
' ' SUNSHINE COAST OFFICE:
PROPOSED NEW DRIVEWAY AND CROSSOVER AT CRYSTAL SHORES SUITE 5, FIRST FLOOR, SAINT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) 213793 (? Pp?
° MOOLOOLABA QLD 4557
p2__| au JAN 22| PRELIMINARY ISSUE_(AW) #1] HENDERSON STREET, Phone:- (07) 5349 0762 / eae CoUNCIL JOB NUMBER DWG No. ISSUE
This srayng is not to be copied or omendedyithut wren pernitson from Riennac Consling Engineers, No. | DATE AMENDMENT / ISSUE SUNS EH NE oe & AGH ure Head ao snes re ca comes any yo, RE Ay OSES To Ecce MeDATEY. Et [email protected] W:- www.rienmac.net REAL PROPERTY DESCRIPTION & COUNCIL: DO NOT SCALE OFF DRAWINGS. | Al |SHEET 2 OF 3 /CHECKED:

 

 

 

 

 

 

 

 

 

 

 

 

 

Section 26

mall\213793 -17 Henderson St, Sunshine Beh (MDesign)\213793-C Prelim 899.dueg. 24/01/2022 5:29:32 PM,

   

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TURNING CIRCLES TURNING CIRCLES
(EXIT) (EXIT)
CLIENT: RI EN MAC PTY LTD ‘oh a oe 3h DRAWING TITLE: SCALES: 1:00
CRYSTAL SHORES c/- MDESIGN CONSULTING CIVIL & STRUCTURAL ENGINEERS TURNING ClaraES oe ” PETER RENECKER— PEO Tos | |e!" _AW)oevs AWDATE 21 DFE 71
PROPOSED NEW DRIVEWAY AND CROSSOVER AT CRYSTAL SHORES EE LIOR SANT CIRINO, 137 BRISBANE ROAD, (PO BOX 149) 213793 (3 P?
vo [ou ol egpmany sg #17 HENDERSON STREET, Prone (0) S29 O76 Rsk SHE CCL J0B_ NuMBER ONG No. | 1UE
No. DATE AMENDMENT / ISSUE SUNS EAI NExcou Bo Avlath. evel ldld ao onl 6 bre BEFORE COMMENCING ANY WORK, REFER ANY DISCREPANCIES TO ENGNEER IMMEDIATELY, Es [email protected] We www.rienmac.net REAL PROPERTY DESCRIPTION & COUNCIL: DO NOT SCALE OFF DRAWINGS. | A1 |SHEET 3 OF 3 |CHECKED:

This draying is not to be topied of amended yithout yrillen permission from Riennac Consulting Engineers,

 

 

 

 

 

 

 

 

 

 

 

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