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202503 73-77 Eumundi Noosa Road RevD
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THE AVALON
15 Detached Residences
73-77 Eumundi Noosa Rd + 2C/2D/2E Starboard Ave, Noosaville QLD 4566
Concept / DA
73-77 Eumundi Noosa Rd + 2C/2D/2E Starboard Ave, Noosaville QLD 4566
DESIGN REPORT FOR DEVELOPMENT APPLICATION
Devtex Nominees Pty Ltd
Architect: Blackwood Architecture
Planner: Pivotal Perspective
Tuesday, 28 January 2025
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Full text of sections 2 to 4 (of 87)
Section 2
CLIENT & PREPARED FOR: DEVELOPMENT SUMMARY DEVELOPMENT MATRIX TOWNPLANNING OUTCOMES CONTENTS
Devtex Nominees Pty Ltd PROPERTY DETAILS DA1 Site Plans
15 RESIDENCES Car parking DA1.01 Cover Page
Lot 1/2/3/48/49/50
JOB NO: Plan SP298783 Type Quantity
DA1.02 CONTENTS
Yield DA1.03 EXISTING SITE
202507 - THE AVALON Property ID 501076, 501075, 501122, 501123, DA1.04 DEMOLITION PLAN
Resident 28
501124, 501077 Typology Bedrooms DA1.05 LOT PLAN
BY: Lot Area 5,490.59m2 Visitor 4 DA1.06 DESIGN REFERENCES
TYPE 1 3 Bed DA1.07 DESIGN REFERENCES
Blackwood Architecture Address 73-77 Eumundi Noosa Rd + 2C/2D/2E
25/91 Poinciana Avenue, Tewantin Starboard Ave, Noosaville QLD 4566
TYPE 2 3 Bed 32 DA1.08 MATERIALS
QLD 4565 TYPE 3 3 Bed DA2 Floor Plans
DA2.01 SITE PLAN
07 5301 9677 PLANNING SCHEME TYPE 4 3 Bed DA2.02 PAD LEVELS
0416 037 424 Noosa Plan 2020 Plot Ratio DA2.03 BASEMENT
TYPE 5 3 Bed
DA2.04 GROUND FLOOR
www.blackwoodarchitecture.com.au PLANNING ZONES
TYPE 6 2 Bed Typology Area m2 DA2.05 UPPER FLOOR 1
DA2.06 UPPER FLOOR 2
[email protected] Medium Density Residential TYPE 1: x 2 TYPE 1 268.88 DA2.07 ROOF
TYPE 2 451.26
Phil Tillotson - LOCAL PLAN CODE
Storey Area m2 DA3 Elevations
QLD Registered Architect #5386 TYPE 3 260.88 DA3.01 NORTH & EAST ELEVATIONS
Noosaville Ground Floor 90.26 DA3.02 SOUTH & WEST ELEVATIONS
TYPE 4 656.76
The designs and drawings contained in this document are the Upper Floor 44.18 DA4 Sections
DEVELOPMENT CODE / USE CODE TYPE 5 300.72 DA4.01 SECTIONS A + B
copyright of Blackwood Architecture and shall not be Dual Occupancy & Multiple Dwelling Code 134.44 m² TYPE 6 254.30 DA4.02 SECTIONS C + D
reproduced, copied or used in any other context other than the DA4.03 SECTIONS E + F
project and site specified. The proposal herewith are conceptual, OVERLAYS TYPE 2: x 3 2,192.80 m² DA4.04 SECTION G
subject to change and not to be used for construction or sales DA4.05 SECTION H
NA Storey Area m2 DA4.06 PRIVACY STUDY
and marketing. **Max Allowable 2,196.24m2
Ground Floor 94.89 for 0.4:1 OR 40% DA5 Planning Information
DA5.01 LANDSCAPE CALCULATION
Upper Floor 55.53 Site Cover DA5.02 LANDSCAPE CALCULATION
DA5.03 LANDSCAPE CALCULATION
150.42 m² Proposed DA5.04 SITE COVER
NATIONAL PARK
DA5.05 SITE COVER
TYPE 3: x 2 2,194.07 DA5.06 PLOT RATIO - GROUND FLOOR
NOOSA HEADS DA5.07 PLOT RATIO - UPPER 1
Storey Area m2 **Max Allowable 2,196.24m2 DA5.08 PLOT RATIO - UPPER 2
Hasting
s St
for 0.4:1 OR 40%
Ground Level 53.40 DA6 Unit Types
TEWANTIN
a Pd
e Total Landscape DA6.01 TYPE 1 PLANS
N oos Upper Level 77.04 DA6.02 TYPE 1 PLANS
Proposed DA6.03 TYPE 1 PLOT RATIO
130.44 m² DA6.04 TYPE 1 ELEVATIONS
DA6.05 TYPE 1 ELEVATION & SECTION
Noo
sa R
iver
TYPE 4: x 4 2,551.60 DA6.06 TYPE 2 PLANS
LAKE Hilton Te race
rrace
ie T er **Min Permitted 1,921.71m2 DA6.07 TYPE 2 PLANS
DOONELLA ymp
G
Storey Area m2 DA6.08 TYPE 2 PLOT RATIO
35% Site Area DA6.09 TYPE 2 ELEVATIONS
Library Gibson
Road Ground Level 110.58 DA6.10 TYPE 2 ELEVATION & SECTION
SUNSHINE
Other Provisions
Go
Hospital BEACH DA6.11 TYPE 3 PLANS
od
Upper Level 53.61 DA6.12 TYPE 3 PLAN & SECTION
ch
WASTE
ap
NOOSA WATERS DA6.13 TYPE 3 PLOT RATIO
St
General 1,000L/ 8 Dwellings
re
164.19 m² DA6.14 TYPE 3 ELEVATIONS
et
Recycling 1,000L/ 8 Dwellings DA6.15 TYPE 4 BASEMENT
TYPE 5: x 2 Proposed 6 x 1,100 Bulk Bins DA6.16 TYPE 4 GROUND
d DA6.17 TYPE 4 UPPER
kR (3 x Gen + 3 x Rec)
nie
Cre
e
Storey Area m2 DA6.18 TYPE 4 ROOF
Ee DA6.19 TYPE 4 PLOT RATIO
Noosa
Civic Ground Level 59.69 BIO RETENTION DA6.20 TYPE 4 ELEVATIONS
Proposed TBA DA6.21 TYPE 4 ELEVATIONS & SECTION
Upper Level 90.67 DA6.22 TYPE 5 PLANS
DA6.23 TYPE 5 PLAN & SECTION
150.36 m² FIRE SYSTEM DA6.24 TYPE 5 PLOT RATIO
Site Location Proposed Break Tank & Pumps DA6.25 TYPE 5 ELEVATIONS
Not to Scale SITE: 73-77 Eumundi Noosa Rd + 2C/2D/2E Starboard Ave, Noosaville QLD 4566 TYPE 6: x 2 DA6.26 TYPE 6 PLANS
Hydrant pillars TBA DA6.27 TYPE 6 PLAN & SECTION
Drawing Register Storey Area m2 DA6.28 TYPE 6 PLOT RATIO
DA6.29 TYPE 6 ELEVATIONS
Issue Date Description Checked
Ground Level 57.56
A 13/09/2024 For DA Submission PT DA7 Renders
B 10/12/2024 Hydraulic & Elec Coordination PT Upper Level 69.59 DA7.01 RENDERS
DA7.02 RENDERS
C 19/12/2024 Hydraulic & Elec Coordination PT
127.15 m² DA7.03 RENDERS
D 28/01/2025 Council RFI PT DA7.04 RENDERS
DA7.05 RENDERS
DA7.06 RENDERS
DA7.07 RENDERS
DA7.08 RENDERS
DA7.09 END PAGE
Section 3
14.26
13.82
Kerb
Concrete footpath
E u m
14.27
Line Markin
13.93
14.22
Neighbouring building
g
Traffic
14.36
Island
13.99
Top of windows
5SP305303
6SP305303
14.16 14.00
13.71
14.39 Neighbouring building
Top of windows Neighbouring building
13.71
Sewer MH:*Plotted from records*
u n d
IL: 10.20 (from records) Sewer MH:*Plotted from records*
IL: 5.34 (from records) 3.66
Type: 150 PVC
Type: 150 PVC
14.44 MH MH
3SP305303
Concrete
T17 EMT ASP305303 EMT DSP305303 EMT ESP305303
13.56 88°10'50" Timber fence 10.18 88°10'50" 9.13 Timber fence 88°10'50"
4SP298783
driveway
14.05
28.863 12.61 42.428 10.119
Sewer MH:*Plotted from records*
14.50
13.92
T12 IL: 5.22 (from records)
Type: 150 PVC
5SP298783
T14 T16 T20
7.97
T15 T10
T18 T19
T21 T11 T9
EMT YSP2
SW Field Inlet:IL: 2.240Type: 150 PVC
T13 Neighbouring building
3.60
13.95 T7
EMT BSP2
98783
14.11
Sewer MH:*Plotted from records*
S t a r b o a r d
i -N o
IL: 5.22 (from records)
14.56 9.89 Type: 150 PVC
8.86 7.30
98783
11.51
12.31 7.88
13.94
13.71
13.27 10.95
11 Top of door
169°22'35
14.21
13.93 12 10 7.11
12.274
3.36
7.00
"
7
169°41'35
3.51
15.387
14.73
14.65
9
169°22'35
17.110
"
Concrete
Kerb and channel
"
SW Field Inlet:IL: 3.564Type: 150 PVC Neighbouring building
Centreline of road
13 8
Timber fence
164°10
164°10
footpath
20.554
20.500
6.93
EMT XSP2
2SP298783 3SP298783
o s a
14
'
'
7.03
349°20'25
20.654
14.61
98783
14.22
14.63 9.97
T59 11.49 8.10 88°07'30" 88°07'
"
10.88 62.196 Section 4
1.500
8.95
7.32 6.76 T8
349°23'
26
Line markin
2.745
13.19 3.
Line markin
5.10 4.34 3.16
13.66 12.29 SW Field Inlet:IL: 2.296Type: 150 PVC 3.32
4.05
Sewer MH:IL: 5.445Type: 150 PVC 5.32 3.57 Sewer Line:*Plotted from records*DS
IL: 1.78 (from records)Type: 150 PVC
178°06'25"
358°06'25"
Edge of bitumen
3.82
g
6.63 4.89 4.63
48.541
g
5.450
5.409
3.46
Sewer MH: 13.122 ConcreteDriveway
267°59'45"
2'
14.21
272°00'25"
3.854
17°0
IL: 4.955
EMT CSP298783 Type: 150 PVC Concrete 4
Chainw
6.34 6.03 SW Field Inlet:IL: 2.274Type: 150 PVC
6.669 "
Sewer MH:IL: 4.936Type: 225 PVC
Sewer MH:IL: 6.739Type: 150 PVC SW Field Inlet:IL: 3.470Type: 150 PVC
'05
253°30 MH MH
ire fence
3.05
3.62
R o a
2.500
3.88 87°13'05"
180°32'25"
Sewer MH:IL: 4.972Type: 150 PVC 6.24 5.83 5.36
' Kerb
253°30 Site Benchmark
6.47 25.642
8.007
T31 87°59'45"
92°00'25"
3.31
Nail in Concrete
T60 86°27'15" 47.981 MH
T32 88°38' - 1.549 RL 3.11m
3.03
4.16 13.094
5
169°23'
14.23 Sewer MH:IL: 5.449Type: 150 PVC
EMT ESP298783 42.857
MH 86°27' 267°13'05"
2.681
05" 4.30
87°13'
5.05
14.72 8.30
73°30'
3.079
The text continues on section 5.