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Appendix D - Civil Engineering Report
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CIVIL ENGINEERING REPORT
PROPOSED MEDICAL CENTRE
36-40 HOFMANN DRIVE NOOSAVILLE
Prepared By:
MPN CONSULTING PTY LTD
Level 5
39 Sherwood Road
Toowong
Queensland
4066 Australia
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Full text of sections 2 to 32 (of 71)
Section 2
31 October 2018 MN a) . consulting REVISION STATUS MPN Reference No: 7700 Client: Ribarja Property Site Address: 36-40 Hofmann Drive, Noosaville Report Title: Civil Engineering Report DOCUMENT CONTROL Version | Date Author Reviewer Approved RPEQ DRAFT _| 31/07/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903 IssueA__| 23/08/2018 | Lachlan Stephenson | Matthew Hendle Lachlan Stephenson | 16903 IssueB__| 31/10/2018 | Matthew Hendle Lachlan Stephenson SE 16903 Excellence with Economy in Engineering
Section 3
31 October 2018
EXECUTIVE SUMMARY
This report has been commissioned by Ribarja Property to support the Development Application for the
proposed medical centre development on land located at Hofmann Drive Noosaville.
This report addresses the following Engineering aspects of the proposed development:
Topography
Flooding
Stormwater quality management
Stormwater quantity management
Erosion and sediment control
Earthworks
Water supply
Sewerage
Electricity and Telecommunications
Roadworks.
Excellence with Economy in Engineering 2
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Section 4
31 October 2018
Table of Contents
EXECUTIVE SUMMARY 2
1 PURPOSE 5
2 INTRODUCTION 5
2.1 Project Description 5
3 SITE CHARACTERISTICS 7
3.1 Site location 7
3.2 Topography and Existing Site Drainage 8
4 SITE DATA 8
5 STORMWATER 9
6 EROSION AND SEDIMENT CONTROL 9
7 WATER SUPPLY 9
8 SEWER 9
9 ROADWORKS 9
10 EARTHWORKS 10
11 ELECTRICITY AND TELECOMMUNICATIONS 10
12 GAS 10
13 CODES 10
14 CONCLUSION 11
15 LIMITATONS OF REPORT 11
Excellence with Economy in Engineering 3
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 5
31 October 2018 Table of Figures FIGURE 1 – PROPOSED DEVELOPMENT 6 FIGURE 2 – SITE LOCATION 7 Table of Appendices APPENDIX 1 ARCHITECTURAL PLANS 12 APPENDIX 2 SITE SURVEY 13 APPENDIX 3 MPN PLANS 14 APPENDIX 4 ENERGEX AND NBN DBYD PLANS 15 APPENDIX 5 NOOSA SHIRE COUNCIL CODE RESPONSES 16 Excellence with Economy in Engineering 4 l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 6
31 October 2018 1 PURPOSE This Civil Engineering Report has been prepared as part of the Development Application for the proposed Medical Centre on land located at Hofmann Drive Noosaville. 2 INTRODUCTION 2.1 Project Description The medical centre will be constructed on currently vacant land and will consist of a free standing building with open space fronting Hofmann Drive and an on-grade carpark to the rear of the lot. The building will also have basement car parking and the associated service areas. Access to the site will be via a combined access easement in favour of the neighbouring properties which provides access to Hofmann Drive and Rene Street. The proposed Plan of Development is depicted on the architectural plans prepared by Thomson Adsett Architects attached in Appendix 1, with excerpt below. Excellence with Economy in Engineering 5 l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 7
31 October 2018
Figure 1 – Proposed Development
Excellence with Economy in Engineering 6
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 8
31 October 2018
3 SITE CHARACTERISTICS
3.1 Site location
The site is located at 36 - 40 Hofmann Drive Noosaville and is formally described as Lot 6 & 7 on
SP264847.
The site is bounded by Hofmann Drive to the East, open development land to the North, and
Industrial/Commercial developments to the South and West.
Figure 2 – Site Location
Excellence with Economy in Engineering 7
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 9
31 October 2018
3.2 Topography and Existing Site Drainage
The site is clear of vegetation and can be described as vacant grassland.
A concrete access driveway within an easement runs from Hofmann Drive through the developed lots to
the South and connects back to Rene Street.
The driveway is considered the sites access point.
The site generally slopes from the North Western corner of the site towards the Eastern corner of the
site and the intersection of Hofmann Drive and Rene Street.
Stormwater runoff from the existing site sheet flows across to stormwater pits constructed as part of
the Masterplan subdivision.
A copy of a survey plan for the site prepared by Downes Group is attached in Appendix 2.
4 SITE DATA
Site data has been obtained from the following sources of information:
Survey Data
Noosa Shire Council
Satellite imagery
Relevant reports
Dial Before You Dig (DBYD).
Excellence with Economy in Engineering 8
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 10
31 October 2018
5 STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.
6 EROSION AND SEDIMENT CONTROL
All erosion and sediment control devices will be designed and implemented in accordance IECA
guidelines and best practice engineering principles.
7 WATER SUPPLY
Inspection of the water network from the survey shows the following services:
An existing reticulation water main running along Hofmann Drive in the Western verge
It is proposed to provide a new connection off the existing water main located in Hofmann Drive to the
proposed water meter location. The size of the proposed water service and exact location will be
determined in consultation with the hydraulic consultant and Unity Water during the detailed design
stage of the development.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan 7700-
DA.02 attached in Appendix 3.
8 SEWER
Inspection of the sewer network from survey shows the following:
existing sewer connections to the proposed development;
The existing sewer connections run through an easement through the lots to the South and along the
driveway to the proposed development site.
This sewer will be the site’s discharge location.
The proposed sewer is shown on MPN Plan 7700-DA.02 attached in Appendix 3.
9 ROADWORKS
No new roadworks are proposed as part of this development.
The site’s access will be off the existing driveway within the easement for site access for staff, visitors
and service vehicles. A drop off bay will be constructed adjoining the existing driveway.
The proposed internal on-grade and basement car parking layouts are depicted on the architectural
plans prepared by Thomson Adsett Architects attached in Appendix 1.
All loading bays and car parks will be constructed in accordance with the relevant Noosa Shire Council
and Australian Standards.
Excellence with Economy in Engineering 9
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 11
31 October 2018
10 EARTHWORKS
A preliminary levels plan showing the proposed site levels for the on grade car park and building pad is
shown on MPN Plan 7662-DA03 attached in Appendix 3.
Earthworks will also be undertaken on site for the construction of the basement car parking.
Any shoring design for the proposed basement will be undertaken at the detail design stage of the
development.
The design and construction of earthworks will be in accordance with the recommendations of a
geotechnical report along with AS 3798 – Guidelines on Earthworks for Commercial and Residential
Developments. Any excavated material not suitable for fill will be removed from the site and disposed of
appropriately in an approved landfill.
11 ELECTRICITY AND TELECOMMUNICATIONS
The proposed development will be serviced for electricity and telecommunications services from the
existing underground and overhead infrastructure. The electrical and telecommunications services will
be extended into the site to provide the required level of service. All works will be undertaken in
accordance with the relevant authority’s requirements.
The existing Energex and NBN infrastructure in the vicinity of the site is shown on the Energex and NBN
DBYD Plans attached in Appendix 4.
12 GAS
There is no existing gas infrastructure in the vicinity of the site.
13 CODES
The following Noosa Shire Council Planning Codes have been addressed as part of this development.
These code responses are attached in Appendix 5.
Earthworks;
Roads and Drainage;
Erosion and Sediment Control; and
Water Sensitive Design.
Excellence with Economy in Engineering 10
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Section 12
31 October 2018 14 CONCLUSION This Civil Engineering Report demonstrates that under the proposed plans the site will be adequately serviced for water and sewer from the proposed connections to the infrastructure mains and electricity and telecommunications will be provided to the site with connections undertaken in accordance with the requirements of the relevant authorities. Roadworks completed on site will be undertaken in accordance with the relevant Noosa Shire Council and Australian Standards. All earthworks undertaken on site will be compliant with all relevant Australian Standards to minimise environmental impacts. 15 LIMITATONS OF REPORT MPN have prepared this report for the proposed Medical centre development at Hofmann Drive Noosaville in accordance with MPN’s proposal to Ribarja Property. This report is provided for the exclusive use of Ribarja Property for this specific project and its requirements. It should not be used or relied upon by a third party and MPN accept no responsibility for the use of this report by any party other than Ribarja Property. Excellence with Economy in Engineering 11 l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 13
31 October 2018
Appendix 1
Architectural Plans
Excellence with Economy in Engineering 12
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 14
MEDICAL CENTRE HOFMANN DRIVE , NOOSAVILLE - RIBARJA PROPERTY
DEVELOPMENT APPLICATION
DRAWING LIST PARKING AREA
DRAWING LIST - DA PARKING SCHEDULE (CARS) Area Schedule (GFA) breakdown
Bay Length Bay Width Description Count Name Area
DA-00.00 COVER SHEET
DA-10.11 SITE CONTEXT PLAN BASEMENT GROUND FLOOR
DA-21.10 BASEMENT FLOOR PLAN 5400 2600 Carpark Bay 135 South Building 925.33 m²
DA-21.20 GROUND FLOOR PLAN 5400 2600 Disabled Carpark Bay 5 North Building 1158.53 m²
DA-21.21 LEVEL 1 PLAN BASEMENT: 140 Foyer 174.43 m²
DA-21.22 LEVEL 2 PLAN GROUND FLOOR LEVEL 1
DA-21.30 ROOF PLAN 5400 2600 Carpark Bay 66 South Building 1039.60 m²
DA-30.10 ELEVATIONS 5400 2600 Disabled Carpark Bay 1 North Building 1111.90 m²
DA-31.10 SECTIONS GROUND FLOOR: 67 LEVEL 2
DA-31.11 SECTIONS LEVEL 1 North Building 963.08 m²
DA-35.11 SHADOW DIAGRAMS 5400 2600 Carpark Bay 72 South Building 1015.31 m²
DA-40.05 STAGING PLAN 5400 2600 Disabled Carpark Bay 1 Grand total 6388.18 m²
DA-40.06 ANALYSIS PLANS LEVEL 1: 73
DA-41.01 PERSPECTIVE RENDERS Grand total: 280 (TOTAL REQUIRED DISABLE: 7)
DA-41.02 PERSPECTIVE RENDERS
PARKING SCHEDULE (MOTORCYCLES)
Description Count
BASEMENT
Motorcycle Bay 12
BASEMENT: 12
GROUND FLOOR
Motorcycle Bay 13
GROUND FLOOR: 13
LEVEL 1
Motorcycle Bay 9
LEVEL 1: 9
Grand total: 34
NOTE: 4 MOTORBIKE PLACES EQUAL 1 CAR PARK
34 MOTORBIKE PLACES EQUAL 8 CARPARKS
TOTAL CARPARKING BAYS: 288
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
COVER SHEET
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.6
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-00.00 22.10.2018
Section 15
SITE PLAN
CONTEXT ANALYSIS
LOT DTAILS: LOT 6& 7
SP264847
AREA: 8,000 SQM
EXISTING SHOPPING CENTRE
E RE
DRIV 157
8
ST NE
67
ANN 38
ID EW
E HOFM RE
12
DRIV ET
RR VI
OR
N
CO BAN
N
FMA
UR
HO 9
7690 NG ZONE
DEEP PLANTI
6
EASEMENT
S I TE
ACC
E SS
RL 5.80 m
ONE
GREEN Z
FUTURE
WASTE
6 COLLECTION
PROPOSED SITE
95137
NORTHERN SOUTHERN
BUILDING BUILDING
RL 5.80 m RL 5.80 m
COMMERCIAL
71424
STORAGE
36 40 42
20 7SP264847 6SP264847 5SP264847
1SP222982 P MENT RL 5.70 m RL 5.70 m
DEVELO
FUTURE
6 RL 5.80 m
7 7
6
7 96223
INDUSTRIAL ZONE
1 EXISTING CONTEXT PLAN EASEMENT 2 PROPOSED CONTEXT PLAN
1 : 500 DA-30.10 1 : 500
PROPOSED SITE
100 m
0 10 20 30 50
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SITE CONTEXT PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 500 @ A1 Rev.5
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-10.11 22.10.2018
Section 16
BASEMENT
CARPARK
PARKING SCHEDULE (CARS) PARKING SCHEDULE (MOTORCYCLES)
Bay Length Bay Width Description Count Description Count
BASEMENT BASEMENT
5400 2600 Carpark Bay 135 Motorcycle Bay 12
5400 2600 Disabled Carpark Bay 5 BASEMENT: 12
BASEMENT: 140 GROUND FLOOR
GROUND FLOOR Motorcycle Bay 13
5400 2600 Carpark Bay 66 GROUND FLOOR: 13
5400 2600 Disabled Carpark Bay 1 LEVEL 1
GROUND FLOOR: 67 Motorcycle Bay 9
DA-30.10
LEVEL 1 LEVEL 1: 9
5400 2600 Carpark Bay 72 Grand total: 34 1
5400 2600 Disabled Carpark Bay 1
LEVEL 1: 73
Grand total: 280
R
ILDING OVE
LINE OF BU
LINE OF BUILDING OV
ER
STAIRS
SERVICES SERVICES
6200
6200
LIFT
DA-30.10
2
LIFT
BUILDING
SERVICES AND POOL
WATER END OF TRIP LOBBY
PLANT/STORE
STORAGE 82.16 m² RAMP FROM
GROUND LEVEL
6200 6200
STAIRS
RL 2.80 m
DA-30.10
STAIRS 4
STAIRS
7400
7400
FUTURE
DEVELOPMENT
5000
6200
6200
STAIRS
RAMP UP TO
SERVICES GROUND LEVEL
3
DA-30.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
BASEMENT FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.10 16.10.2018
Section 17
GROUND FLOOR PLAN A
DA-31.10
B
DA-31.10 DA-31.10
C
ENTRY AND GREEN FORECOURT TH
OTPA
FO
PARKING SCHEDULE (CARS) EXISTING TREE
Bay Length Bay Width Description Count
DRIVE
MANN DEEP PLANTING
HOF
BASEMENT FIRE HYDRANT
5400 2600 Carpark Bay 135 BOOSTER ZONE - BIO
5400 2600 Disabled Carpark Bay 5 RETENTION
S
BASEMENT: 140 HT SHRUB
LOW HEIG
GROUND FLOOR
5400 2600 Carpark Bay 66 EXISTING TREE
ATH
5400 2600 Disabled Carpark Bay 1 FOOTP
GROUND FLOOR: 67
21642
DA-30.10
LEVEL 1
LOW HEIGHT SHRUBS SITE ACCESS
1
5400 2600 Carpark Bay 72
5400 2600 Disabled Carpark Bay 1
E OF E A S EMENT
LEVEL 1: 73 BIKE WAY
MOBILE GENERATOR LIN
LOCATION ATH
Grand total: 280 6.00 FOOTP
10502
DROP-OFF ZONE
FOOTPATH
TRANSFORMER
FOR STORM WATER PROTECTION
LINE OF ROOF OVER OOF OVER
LINE OF R
1:100 SLOPE UP
BIN STORE
STAIRS
1016 6000 STAIRS
TENANCY 1 TENANCY 2
FUTURE CAFE 171.87 m² 111.77 m²
8000
WASTE -
GREEN ZONE 109.87 m² LOADING DOCK
PHARMACY 164.04 m²
421.27 m²
EXISTING BUILDING
1600
CONS.
104.11 m² FOYER LIFT
DA-30.10 RECEPTION/ HYDROTHERAPY
2 WAITING 51.46 m² 145.23 m²
83.40 m² RL 5.80 m
1600
GP CLINIC LIFT
1:8 SLOPE DOWN
TO BASEMENT
HYDRO- EXISTING
THERAPY
CONS. CONS.
1000 6016 STAFF R. MEETING R. CHANGE POOL BUILDING
46.98 m² 54.82 m² ROOM GYM
1600 1600 41.54 m² 44.45 m²
15 m² 265.37 m²
ADMIN
FUTURE 69.57 m² STAIRS
DEVELOPMENT ELECT. COMMS CHANGE
ROOM LOCKERS OFFICE
1600
7.38 m² 9.15 m² 14 m²
10 m² 10 m²
DA-30.10
K STAIRS 4
CARE TAKER
UNIT CONS.
6000
6000
STAIRS ARTIFICIAL TURF AND ARTIFICIAL TURF AND
43.59 m² 48.82 m² RAISED PLANTERS RAISED PLANTERS
D D
DA-31.11 FIRE CIRCULATION FOR DA-31.11
1000
1000
OUTDOOR WALKWAY OUTDOOR WALKWAY CARPARK & ACCESS
FIRE EXIT
FIRE EXIT
7.00 E
RAMP UP FROM BASEMENT RAMP UP TO LEVEL 1
E
APPROX. 1: 8 APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
DA-31.10 DA-31.10 DA-31.10
INDUSTRIAL ZONE
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
GROUND FLOOR PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.12
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.20 16.10.2018
Section 18
LEVEL 1
TENANCIES
PARKING SCHEDULE (CARS)
Bay Length Bay Width Description Count
A B C
DA-31.10 DA-31.10 DA-31.10
BASEMENT
5400 2600 Carpark Bay 135
5400 2600 Disabled Carpark Bay 5
RI VE
NN D
BASEMENT: 140
OF MA
GROUND FLOOR
5400 2600 Carpark Bay 66
H
5400 2600 Disabled Carpark Bay 1
18627
13849
GROUND FLOOR: 67
NT
LEVEL 1 DA-30.10
E A S E ME SIT
EA
5400 2600 Carpark Bay 72 1
CCE
5400 2600 Disabled Carpark Bay 1 SS
LEVEL 1: 73 OF OR
O
Grand total: 280 LASS R LAR
G
SIMI
7108
BALCONY
BALCONY
BALCONY
BALCONY STAIRS
1600
FUTURE STAIRS
PATHOLOGY + 1600
CONSULTATION
GREEN ZONE 72.64 m² RADIOLOGY 1
TENANCY 3
132.44 m² VOID
221.70 m²
TENANCY 4
272.70 m² VOID
RECEPTION /
WAITING
50.01 m²
1600
1600
LIFT
DA-30.10 CONSULTATION CONSULTATION 1600
2 41.83 m² 46.90 m²
1600
RL 9.00 m RADIOLOGY 2 RADIOLOGY 3
TENANCY 5 LIFT
98.86 m² 95.84 m²
276.51 m²
EXISTING
TENANCY 6
BUILDING
1600
120.60 m² RADIOLOGY 5
110.62 m²
STAIRS BOH
OUTDOOR BRIDGE
61.23 m²
ELECT. COMMS.
1600
7 m² 8 m² DA-30.10
STAIRS 4
RADIOLOGY 4
FUTURE STAIRS 252.23 m²
7000
7000
TENANCY 7 VOID
DEVELOPMENT D 94.85 m²
VOID VOID D
DA-31.11 DA-31.11
AC PLANT AC PLANT
POSSIBLE CARPARK ROOF AT A FUTURE STAGE POSSIBLE CARPARK ROOF AT A FUTURE STAGE
RAMP UP FROM GROUND LEVEL
E VOID E
APPROX. 1: 8
DA-31.11 DA-31.11
ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. ST. STAIRS
3
A DA-30.10 B C
INDUSTRIAL ZONE DA-31.10 DA-31.10 DA-31.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 1 PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.21 16.10.2018
Section 19
LEVEL 2
TENENCIES
A B C
DA-31.10 DA-31.10 DA-31.10
19153
DA-30.10
1
9000
ROOF
ROOF ROOF
ROOF NON ACCESSIBLE FLAT
NON ACCESSIBLE FLAT ROOF
NON ACCESSIBLE FLAT
ROOF ROOF
BALCONY BALCONY
METAL
SHEET ROOF
VOID
TENANCY TENANCY
TENANCY TENANCY TENANCY 257.40 m² 141.52 m²
130.43 m² 139.53 m² Not Enclosed
1600
1600
LIFT
DA-30.10
2
RL 12.60 m
1600
LIFT
1600
TENANCY EXISTING
1600
1600 169.95 m² BUILDING
TENANCY TENANCY TENANCY
207.76 m² 172.74 m² 100.02 m²
STAIRS
TENANCY
ELECT. COMMS.
7 m² 8 m² 180.67 m²
DA-30.10
STAIRS 4
STAIRS
VOID
D D
DA-31.11 DA-31.11
1600
E E
DA-31.11 DA-31.11
3
DA-30.10
A B C
DA-31.10 DA-31.10 DA-31.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
LEVEL 2 PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.11
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.22 22.10.2018
Section 20
ROOF PLAN
ROOF TOP TERRACE
A B C
DA-31.10 DA-31.10 DA-31.10
DA-30.10
21667
1
12003
OPERABLE SKYLIGHT
DA-30.10
2
SOLAR PANELS SOLAR PANELS
ROOF ACCESS
DA-30.10
4
D D
DA-31.11 DA-31.11
A B C
DA-31.10 DA-31.10 DA-31.10
E E
DA-31.11 DA-31.11
3
DA-30.10
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ROOF PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.10
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-21.30 22.10.2018
Section 21
CONCRETE WALL (PAINT COLORBOND ROOFING P.V. SOLAR PANELS GLASS BALUSTRADE CURTAIN WALL GLAZING P.V. SOLAR PANELS CONCRETE WALL (PAINT GLASS BALUSTRADE TOP OF LIFT OVERRUN
TOP OF LIFT
GREY) GREY) (MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm WHITE LIME STONE TILE
3200
GROUND FLOOR
BATTEN WALL FOR FUTURE TIMBER SOFFIT TO THE WHITE LIMESTONE TILE RL +5800 mm
ENTRY INTO BASEMENT CARPARK SANDSTONE TILES WHITE LIMESTONE TILE DOORS TO ENTRY SIGNAGE GREENWALL SANDSTONE TILES
GROWER PLANTS FINISH
FINISH BATTEN WALL FOR FUTURE UNDERSIDE OF ALL BALCONIES
1 ELEVATION - EAST GROWER PLANTS
DA-21.10 1 : 200
SANDSTONE TILE
DOWNLIGHTING TO WHITE LIMESTONE TILE P.V. SOLAR PANELS TOP OF LIFT OVERRUN
TOP OF LIFT
PORTE COCHERE FINISH (MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
BRONZE PAINT TO MULLIONS
FIRE HYDRANT BOOSTER PERIMETER BOLLARD TRANSFORMER PRECAST CONCRETE RL +5800 mm
NAVIGATION LIGHTING TO PANEL WALL ALONG
2 ELEVATION - NORTH PERIMETER OF DRIVEWAY BOUNDARY LINE
DA-21.10 1 : 200
POWDERCOATED COLORBOND ROOFING CURTAIN WALL GLAZING P.V. SOLAR PANELS POWDERCOATED TOP OF LIFT OVERRUN
P.V. SOLAR PANELS
TOP OF LIFT
ALUMINIUM SUN SHADE ALUMINIUM SUN SHADE (MAX HEIGHT 11300m ABOVE GROUND) GREY PAINT TO CONCRETE WALL
1100
ROOF
RL +16000 mm
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
PRECAST CONCRETE RL +5800 mm
PANEL WALL ALONG
BOUNDARY LINE TIMBER SOFFIT TO UNDERSIDE OF BALCONY
3 ELEVATION - WEST
DA-21.10 1 : 200
P.V. SOLAR PANELS BATTEN SCREENING WITH SIGNAGE TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm BLUE TINT GLAZING TO FOYER GLASS
3400
LEVEL 2
RL +12600 mm
10200
3600
LEVEL 1
RL +9000 mm
3200
GROUND FLOOR
RL +5800 mm
PRECAST CONCRETE
4 ELEVATION - SOUTH PANEL WALL ALONG
BOUNDARY LINE
DA-21.10 1 : 200
GREY TINT TO GLAZING
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ELEVATIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.6
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-30.10 22.10.2018
Section 22
ROOF
RL +16000 mm
3400
LEVEL 2
BOUNDARY
BOUNDARY
RL +12600 mm
10200
3600
CARPARK
LEVEL 1
RL +9000 mm
3200
CARPARK FOYER CAFE
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK BASEMENT
RL +2800 mm
A SECTION
DA-21.20 1 : 200
TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
BOUNDARY
BOUNDARY
RL +16000 mm
3400
TENANCY TENANCY
LEVEL 2
RL +12600 mm
10200
3600
CARPARK RADIOLOGY 5 CONSULTATION RADIOLOGY 1
LEVEL 1
RL +9000 mm
3200
CARPARK HYDROTHERAPY TENANCY 1
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK POOL PLANT / STORE CARPARK
BASEMENT
RL +2800 mm
B SECTION
DA-21.20 1 : 200
TOP OF LIFT OVERRUN
TOP OF LIFT
(MAX HEIGHT 11300m ABOVE GROUND)
1100
ROOF
RL +16000 mm
3400
TENANCY
LEVEL 2
BOUNDARY
RL +12600 mm
BOUNDARY
10200
3600
CARPARK RADIOLOGY 3
LEVEL 1
RL +9000 mm
3200
CARPARK
GROUND FLOOR
RL +5800 mm
3000
CARPARK BASEMENT
RL +2800 mm
C SECTION
DA-21.20 1 : 200
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SECTIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.6
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-31.10 22.10.2018
Section 23
TOP OF LIFT
1100
ROOF
RL +16000 mm
3400
TENANCY TENANCY
LEVEL 2
BOUNDARY
BOUNDARY
11300
RL +12600 mm
10200
3600
TENANCY 7 RADIOLOGY 4
LEVEL 1
RL +9000 mm
3200
CARE TAKER UNIT CONS. GYM
GROUND FLOOR
RL +5800 mm
3000
CARPARK BASEMENT
RL +2800 mm
D SECTION
DA-21.20 1 : 200
TOP OF LIFT
1100
ROOF
RL +16000 mm
3400
BOUNDARY
BOUNDARY
LEVEL 2
11300
RL +12600 mm
10200
3600
CARPARK
LEVEL 1
RL +9000 mm
3200
CARPARK
CARPARK
GROUND FLOOR
RL +5800 mm
3000
CARPARK CARPARK BASEMENT
RL +2800 mm
E SECTION
DA-21.20 1 : 200
20 m
0 2 4 6 10
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SECTIONS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 200 @ A1 Rev.4
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-31.11 22.10.2018
Section 24
1 Sun Study - Summer 9AM 2 Sun Study - Summer 12PM 3 Sun Study - Summer 3PM
DA-30.10 1 : 500 DA-30.10 1 : 500 DA-30.10 1 : 500
4 Sun Study - Winter 9AM 5 Sun Study - Winter 12PM 6 Sun Study - Winter 3PM
DA-30.10 1 : 500 DA-30.10 1 : 500 DA-30.10 1 : 500
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
SHADOW DIAGRAMS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 500 @ A1 Rev.4
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-35.11 22.10.2018
Section 25
UP UP
UP
STAGE 2 STAGE 1
UP
STAGE 2 STAGE 1
STAGE 2 STAGE 1
UP DN
1 STAGING PLAN - BASEMENT 2 STAGING PLAN - GROUND FLOOR
DA-31.10 1 : 300 DA-30.10 1 : 300
UP
STAGE 2 STAGE 1
UP STAGE 2 UP STAGE 1
STAGE 2 STAGE 1 4 STAGING PLAN - LEVEL 2
DA-30.10 1 : 300
3 STAGING PLAN - LEVEL 1
DA-30.10 1 : 300
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
STAGING PLAN
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 300 @ A1 Rev.2
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-40.05 22.10.2018
Section 26
LANDSCAPED OPEN SPACE SITE COVER
1770m2 (22% OF SITE) BUILDING COVER: 5850m2 (73%)
UNCOVERED SITE: 2150m2 (27%)
NOTE: UNENCLOSED SPACES MEASURED ALONG A LINE 600MM
FROM THE PERIMETER OF THE ROOF
SITE
UP
UP UP
UP
BUILDING
DN DN
LANDSCAPE PLAN - GROUND FLOOR PLAN SITE COVER PLAN
1 1 : 300
2 1 : 300
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
ANALYSIS PLANS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street 1 : 300 @ A1 Rev.2
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-40.06 22.10.2018
Section 27
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
PERSPECTIVE RENDERS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.1
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-41.01 22.10.2018
Section 28
10m
0 1 2 3 5
HOFMANN DRIVE MEDICAL CENTRE © Copyright Thomson Adsett Pty Ltd.
ABN 76 105 314 654
PERSPECTIVE RENDERS
Dimensions take precedence over Telephone +61 7 3840 9999
HOFMANN DRIVE, NOOSAVILLE QLD scaling. Do not measure off drawings [email protected]
as print sizes may vary 128 Robertson Street @ A1 Rev.1
Fortitude Valley PRELIMINARY DA ISSUE
Qld 4006 Australia
RIBARJA PROPERTY TA # 18.0048.17 thomsonadsett.com DA-41.02 22.10.2018
Section 29
31 October 2018
Appendix 2
Site Survey
Excellence with Economy in Engineering 13
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 30
LEGEND
MAJOR CONTOUR
MINOR CONTOUR
ELECTRICITY
(plotted from records)
TELECOMMUNICATIONS LINE
(plotted from records)
SEWER
(plotted from records)
STORMWATER
(plotted from records)
STORMWATER
EDGE OF BITUMEN
CHANGE OF GRADE
BOTTOM OF BANK
TOP OF BANK
ROAD CROWN
BUILDING
FENCE
EDGE OF VEGETATION
CONCRETE
ELECTRICAL PIT
ELECTRICAL PIT
ELECTRICAL PLUG MARKER
SEWER M/H
STORM WATER M/H
SIGN
LIGHT POLE
COMMS PIT
FIRE HYDRANT
FIELD INLET
BOLLARD
WATER SERVICE VALVE
WATER TAP
KERB & CHANNEL
PHOTO ID
PHOTO 3
PHOTO 5
Scale 1:400 — Lengths are in Metres.
| |
1 1 !
10 1S 20 25
!
30
255
MCH4539
256
MCH4539
257
MCH489/
274
MCH4891
0274
MCH489!
PHOTO 2
PHOTO 4
PHOTO 6
1
35 40 45 50
Note: See SP264847 for metes and bounds
for Lots 6 & 7.
55
SL5.772
SL 5.879
4
SP244573
5
SP264847
+o
SL5.019 |
Kerb
IL 4.630
|
| Culvert 1200x600
115.462 +++
Culvert 1200x601
IL 5.457
Culvert 1200x600 ,
IL 5.460
SL6.565 Culvert 1200x600,
+ 1L 5.455
/ f
/ 2
SL6.762 <
UL
* / Cov AB
SL6.904 ,
+ 4 Uo ,
4 / j
Ko SP222982
sv6.773 }
ft
/
/ SL6.627 | ,
/ +, / J
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4 y |
v / f
4 / y =z
/ SL 6.659 - ve / | Ly \ $
, - L
° * oo 7 / i Fe | ero
: 7 SL6.220 | IL 5.920
4 + UO SL6.107 [ vil \ , >
, + \
pa Sig.438 < yo Ot \ =
y . Y Emt BA ........ b Ha, Ss
“ “ Z SP222982 | oe
L 4
_/ $L.6.545 Y D
7 + Y y
/ UZ Y |
7 y y
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Y SL6.309 Y SL 6.066 be
7 + / + j
/ /
7
/ UL /
SL6.435 4 4
+ 4 VY
4 Y ZY
4 / Y
i Y
oa SL 6487 va
/ St A +
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yo / SL 5990 SL5.925,
/ / Ps ‘+
/ ; (
/ SP264847 \
/ |
+ “ \
SL.6.268 | |
o \
\ +
a + \ SL 5.892
oo SL6.126 |
+ /
SL 6.028
/
+ /
SL6.099 /
/ aA
/ yo
° J
+ / f+
/ 7
SL.6.100 / SL5.756 \,
fo
Y
4 SL5.942
> + 8
SL.6.021 4
+ 4 ®
4 “
4 U ©
Y
- SL 5.969 a si s.e6
/ + a
/ 4
/ Y
/ L
J 4
/ 4
SU 5.772
SL 5.960 _
+ ,
L c
“ee SL5.592__
/ va
SP264847 Yo
/
. 7
_/ 4
ae /
+ “7 TA
~ 7
-— SL 5.676 y
a + U0 g
/
SL 5.755 r G
+
\ SL 5.450
+
SL5.778
SL5.758
_- IL 4.506
ce
Ct
Building
see SL 4.782
Kerb
IL 4,591
IL 4.367
IMPORTANT NOTES
e This plan has been prepared for Ribarja Property
from a combination of field survey and existing
records for the purpose of assisting design of new
development within the subject land, and should
not be used for any other purpose.
e — This plan is not an identification plan and boundaries
have not been marked. The subject property
boundaries as shown on the plan face have been
plotted from deed dimensions of plan $P264847 and
minimal cadastral survey connections. They are
subject to cadastral survey.
e = In particular, no reliance should be placed on the
information provided on this plan for any financial
dealings involving the land. Contour Information as
shown has been derived from detail survey.
e Above ground services have been plotted from
visible surface markers observed by the surveyor at
the time of survey and using records obtained from
the relevant authorities with the exception of Telstra.
These Telstra records can be obtained for
approximately $330 should you require them. Prior to
any demolition, excavation, or construction within
the site, the relevant authorities should be
contacted for possible location of additional
underground services and detailed locations of all
services.
For further details please refer to digital files.
These notes are an integral part of the subject plan.
group
downes
Surveyors - Planners -
Development Consultants
Sunshine Coast * Toowoomba * Western Downs
www.downes.com.au A.C.N. 010 841 639
Cient- Ribarja Property
Contour Interval
Local Authority —
Project —
CONTOUR & DETAIL SURVEY
over Lots 6 & 7 on SP264847
Hofmann Drive, Noosaville
0-2 NOOSA SHIRE COUNCIL
Level Dat
ect uD (derived) |“°a!'- NOOSAVILLE
Horizontal Datum /Meridian Scale Surveyor | Drafted
SP264847 (a3) 1/400 | ns BJ
Horizontal Co Ordinate System | Date Surveyed Date Drafted
ARBITRARY 25/05/2018 | 29/05/2018
Level Origin Approved.
T. Vella
OPM 17873100 Leticia cceceeennnneee
RL 4.169m Plan No.
Z80540.D0l
Section 31
31 October 2018
Appendix 3
MPN Plans
Excellence with Economy in Engineering 14
l:\7000-7999\7700-7799\7700\reports\31-10-18 civil engineering report_issue b.docx
Section 32
EXISTING
LEGEND PROPOSED
Emt A Emt J Emt H
MCH4539 PROPERTY BOUNDARY
MCH4891 MCH4539
5.00 CONTOUR
II II
II
II
II
II 7 II
II
II
II
II
II
BUILDING
II
II
II
II
II
II
II
II
II
6
CONCRETE
7 EDGE OF BITUMEN
II
KERB
KERB AND CHANNEL
FLUSH KERB
SW STORM WATER MAIN
W WATER MAIN W
S SEWER MAIN S
G GAS MAIN
T TELSTRA CABLE
E U/G ELECTRICITY
O/H ELECTRICITY
N
LANDSCAPE WALL
TOP OF BATTER
FACE OF BATTER
TOE OF BATTER
SWALE DRAIN
UP FINISHED SURFACE LEVEL FSL 22.22
UP
6
SP264847 7
SP264847
PROPOSED BUILDING PROPOSED BUILDING
6
Emt BA
SP222982
UP
W
S
E
Emt S E W S
FH
SP264847 E
PROPOSED SEWER S S W S T
Emt R CONNECTION S S S S E W T S
SP264847 S
E T
S
S S
S S
T
W PROPOSED WATER
S E S
S S T W CONNECTION
S E S
Emt O
S S
T W
S S S S
SP244573 E S
T W S
E
SW SW SW SW T W 6
SW SW S
6
SW SW E W
SW SW T S
SW SW
E W S C 30.10.18 PRELIMINARY ISSUE KC MH
PROPOSED STORMWATER CONNECTION T
W
E S
SW
B 24.08.18 PRELIMINARY ISSUE KC MH
W T
SW
E E SW A 31.07.18 PRELIMINARY ISSUE BCM MH
T S
SW
W W SW SW ISSUE DATE AMENDMENT BY APP
E T S
SW
E
3 W COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
FH
SP246584 WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
W E T
S
FH
CONSULTING PTY LIMITED 2017 ©
W
E
FH
MPN Consulting Pty Ltd
DRIV
E SW
mpn
S
T
T ABN: 39 062 191 799
E W SW
T 39 Sherwood Road, Toowong, Qld, 4066
W
E T
S
SW P: 61 7 3335 4555
E W consulting F: 61 7 3371 3196
S SW E: [email protected]
T E T
W SW
E
T
E S
SW CLIENT:
W E SW
NOT FOR CONSTRUCTION
T
W E T
S
SW AN N SW RIBARJA PROPERTY
M
W
T E
H OF SW
S
SW SW
HOFMANN DRIVE MEDICAL CENTRE
E
HOFMANN DRIVE, NOSSAVILLE QLD
SERVICES CONNECTION PLAN
DESIGN: ND DRAWN: ND SCALES: AS SHOWN
CHKD: APPRD: DATE:
mpn JOB DRAWING No. REV
0 5 10 12.5 7700 DA.02 C
SCALE 1:250 (A1) 1:500 (A3)
PRELIMINARY
The text continues on section 33.