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Scg 33094(Swm)
WORKING FOR YOUR PROJECTS SUCCESS
STORM WATER MANAGEMENT PLAN
Lots 1 and 2 on RP116776
23-25 Sidoni Street, Tewantin
CLIENT: Take II Holdings Pty Ltd
RESIDENTIAL DEVELOPMENT
ABN 68 669 675 790
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Page 2
Document Status
Document Type Author Checked by Date Issued Revision
Report Tom Harrington Sean Richardson 15 December
2023
Project Details
Project Name Stormwater Management Plan
Project Address 23-25 Sidoni Street, Tewantin
Client Take II Holdings Pty Ltd
Authors Tom Harrington RPEQ 27698
Checked by Sean Richardson RPEQ 5835
SCG Consulting Engineer reference 33094(SWM)
SCG Consulting engineers 2 SCG Ref: 33094(SWM)
Page 3
Table of Contents STORMWATER MANAGEMENT PLAN STORM WATER MANAGEMENT PLAN............................................................................................ 1 Table of Contents ....................................................................................................................... 3 1.0 INTRODUCTION: .............................................................................................................. 4 2.0 EXISTING SITE DESCRIPTION: .......................................................................................... 4 3.0 PROPOSED DEVELOPMENT: .............................................................................................. 5 4.0 EXISTING DRAINAGE: ....................................................................................................... 6 4.1 Existing Drainage and Infrastructure: .............................................................................. 6 4.2 Lawful Point of Discharge: .............................................................................................. 6 5.0 STORMWATER QUALITY: .................................................................................................. 7 5.1 State Planning Policy Assessment.................................................................................... 7 5.2 Construction Phase ....................................................................................................... 7 5.3 Completed Development ............................................................................................... 8 6.0 STORMWATER QUANTITY: ................................................................................................ 8 6.1 Proposed Drainage: ....................................................................................................... 8 6.2 Manage Allotment and Cross Allotment Flows: ................................................................. 9 7.0 FLOODING ....................................................................................................................... 9 8.0 CONCLUSION ................................................................................................................... 9 APPENDIX A DETAILED SITE SURVEY .................................................................................... 10 APPENDIX B NOOSA COUNCIL DRAINAGE INFRASTRUCTURE .................................................. 11 APPENDIX C PROPOSED DEVELOPMENT PLANS ...................................................................... 12 APPENDIX D CONCEPT STORMWATER MANAGEMENT PLAN..................................................... 13 APPENDIX E SUNSHINE COAST COUNCIL FLOOD CERTIFICATE ............................................... 14 SCG Consulting engineers 3 SCG Ref: 33094(SWM)
Page 4
1.0 INTRODUCTION:
SCG Consulting Engineers have been commissioned by Tim Ditchfield Architects to provide a Storm
Water Management Plan for the proposed development at Lots 1 and 2 on RP116776, 23-25 Sidoni
Street, Tewantin.
The proposed development involves the construction of a multi level residential building and a single
commercial tenancy. The objective of this stormwater management plan is to demonstrate that the
following measures will be incorporated into the design and construction of the development:
• Maintain stormwater quality – Protect receiving waters (during and post construction)
• Manage storm water peak flow rates of runoff and existing flow path characteristics.
• Protect against flooding.
• Adopt Water Sensitive Urban Design (WSUD) principles throughout.
This report should be read in conjunction with our concept Stormwater Management Plan (SWMP)
(Appendix D) drawing (No.) 33094 – C5.1.
The proposed development has been assessed against the following guidelines and planning
documents:
• Queensland Urban Drainage Manual 2017 (QUDM)
• Water Sensitive Urban Design (WSUD) Technical Design for S.E. Queensland
• Noosa Plan 2020
• State Planning Policy 2017
• AS/NZS 3500.3:2018 – Plumbing and Drainage Part 3 – Stormwater Drainage
• QDC MP1.4 – Rainwater Tanks and Other Supplementary Water Supply Systems.
2.0 EXISTING SITE DESCRIPTION:
The Site is described as Lots 1 and 2 on RP116776, is located within Noosa Council Government area
and is approximately 2002m2 (0.20ha) in area.
The site is currently vacant and site cover is predominately short grasses. The site is located in a
“District Centre” zoning in accordance with the Noosa Plan 2020
The site generally falls from the rear (southern) boundary in a northern direction towards the front
boundary on Blakesley Street. Council drainage infrastructure is located within the road reserve
consisting of side entry pits connected to an underground network.
SCG Consulting engineers 4 SCG Ref: 33094(SWM)
Page 5
Figure 1.1 – Locality Plan
3.0 PROPOSED DEVELOPMENT:
A mixed use development is proposed for the allotment comprising of a single commercial tenancy and
a multi level residential building.
The proposed development plans are detailed by Tim Ditchfield Architects in plans Project No: 2301
sheets PD1.01A through PD1.09A (Refer Appendix C.) The development includes the following:
• 24 Carparking spaces and 1 shared space
• 3 Motorcycle spaces and 12 bicycle spaces
• Bin storage and wash down areas
• Landscaping areas across site
• Single property driveway access to Blakesley Street
• Commercial café/kitchen with dining areas
SCG Consulting engineers 5 SCG Ref: 33094(SWM)
Page 6
4.0 EXISTING DRAINAGE:
4.1 Existing Drainage and Infrastructure:
Data obtained from Noosa Councils Interactive Mapping System accompanied with a detailed site survey
prepared by Noosa Cooloola Land Surveys confirms the following drainage infrastructure.
− Kerb and channel to Sidoni and Blakesley Street
− An underground drainage network discharging to the Noosa river.
Refer Appendix A for the detailed site survey and Appendix B for Noosa Council’s Drainage
Infrastructure Map
4.2 Lawful Point of Discharge:
The lawful point of discharge is described in Section 3.9.1 of QUDM 2017. The ‘Lawful Point of
Discharge Test’ may be helpful in assessing whether a lawful point of discharge exists at a particular
location. As defined in QUDM 2017 the criteria for determining the lawful point of discharge are: -
1. Will the proposed development alter the site’s stormwater discharge characteristics in a
manner that may substantially damage a third-party property (see section 3.6).
• If not, then no further steps are required to obtain tenure for a lawful point of
discharge (assuming any previous circumstances and changes were lawful).
• If there is a reasonable risk of such damage, then consider issue (2) or (3).
2. Is the location of the discharge from the development site under the lawful control of
the local government or other statutory authority from whom permission to discharge
has been received? This will include a park, watercourse, drainage or road reserve,
stormwater registered drainage easement, or land held by local government (including
freehold land).
Note: The regulatory authority (in its capacity as land holder) is likely to require
information about the potential impact of the site’s stormwater discharge characteristics
on third party properties (particularly those downstream of the proposed discharge
point) before it will consent to the discharge entering its land.
• If so, then no further steps are required to obtain tenure for a lawful point of
discharge.
• If not, then consider issue (3). A landowner or regulator may require that the
developer obtain an authority to discharge as described in (3) in order for the
stormwater to ultimately flow to a location described in (2).
3. An authority to discharge over affected properties will be necessary. In descending order
of certainty, an authority may be in the form of:
• Dedication of a drainage reserve or park
• A registered easement for stormwater discharge/works
• Written discharge approval.
SCG Consulting engineers 6 SCG Ref: 33094(SWM)
Page 7
Note: Some authorities may not accept a written approval from a current landowner
because a subsequent purchaser will not be bound by the previous owner’s letter or
contract (refer to Section 3.10)
The lawful points of discharge for the site are the Sidoni Street or Blakesley Street kerb and channel or
the existing stormwater side entry pit located at the front of the site. The proposed lawful point of
discharge is considered to be compliant with the criteria outlined in QUDM 2017 see below: -
1. The proposed development stormwater discharge will not alter the existing site’s
stormwater discharge characteristics.
2. The location of the proposed discharge point is under the lawful control of the local
government.
3. Authority to discharge over affected properties will not be required as the proposed
development will discharge to Council’s stormwater network.
5.0 STORMWATER QUALITY:
In the absence of adequate controls, urban development can increase both stormwater runoff volumes
and peak discharge rates. In addition, this urban development has the potential for increased creek
erosion and the stressing of in-stream aquatic ecosystems. The use of stormwater detention or
retention systems aims at reducing these threats by limiting property flooding to acceptable levels and
also filtering stormwater runoff through a vegetated soils media layer, thus reducing the threats caused
by urban development.
The following factors have been identified as potential contributors which can adversely affect
stormwater quality draining from the site:-
• Silt and sediment erosion
• Gross Pollutants
• Hydrocarbon runoff
• Nutrient runoff
5.1 State Planning Policy Assessment
The proposed residential development involves a land area less than the assessment benchmark value
of 2500m2 for stormwater quality measures as required in the State Planning Policy 2017, Therefore,
stormwater quality treatment is not required for the proposed development.
5.2 Construction Phase
Sediment generated during the construction phase shall be controlled in accordance with a site-specific
Erosion and Sediment Control (ESC) Plan and kept on site throughout construction. A detailed ESC
should be documented by a suitable experienced professional prior to works commencing on site.
The SPP (DILGP, 2017) Appendix 2 – Stormwater Management Design Objectives Table A: Construction
phase – stormwater management design objectives outlines design objectives for construction phase
requirements for stormwater quality.
SCG Consulting engineers 7 SCG Ref: 33094(SWM)
Page 8
The following design manuals are to be implemented prior to any construction commencing.
- SPP Appendix 2, Table A
- IECA Principles of Construction site ESC
- Water By Design ESD Factsheet Suite
5.3 Completed Development
The proposed development has been assessed against the State Planning Policy 2017 and the Noosa
Plan 2020. The site has an allotment area of 2002m2 and such does not trigger local or state
requirements for operational stormwater quality treatment objectives.
6.0 STORMWATER QUANTITY:
The site is zoned within a “District Centre” zoning and corresponds to a design fraction impervious
of 100% in accordance with QUDM Table 4.5.1 – Fraction impervious vs development category. It
can be assumed that the subdivision stormwater infrastructure was designed in accordance with
QUDM and approved by Noosa Council. The proposed development consist of an Impervious area
of approximately 89% and therefore we don’t believe on-site detention is required for the site as
this fits within the existing development category.
In addition to the above the site is located within the lower third of the total stormwater catchment
and therefore by detaining stormwater flows it may allow peak flows from the site to coincide with
the wider catchment peak flows and therefore result in a worsening effect on the existing drainage
infrastructure. Therefore we are of the opinion measures to control stormwater peak flows from the
site would adversely impact the downstream infrastructure.
6.1 Proposed Drainage:
The proposed site drainage is detailed in drawings SCG 33094 - SW1.1 (Appendix D) and is
discussed below.
As defined in the Noosa Plan 2020 stormwater drainage must be designed in accordance with QUDM
2017, therefore the following design storms were adopted: -
1. Minor Drainage System - 10% AEP ARI (Q10 Storm)
2. Major Drainage System - 1% AEP ARI (Q100 Storm)
SCG Consulting engineers 8 SCG Ref: 33094(SWM)
Page 9
6.2 Manage Allotment and Cross Allotment Flows: The adjacent site described as lot 2 on RP 77499 (No. 21 Sidoni St) fall towards shared boundary with the site. All existing cross allotment flows from the neighbouring properties must also be considered, managed and maintained. Clear unhindered drainage paths must be provided and maintained during and beyond construction. All constructed retaining walls must have effective drainage measures upslope and beyond the walls to relieve any sub-surface water pressure/build- up. These drains must be maintained and flushed out regularly. To achieve this we recommend bringing the upstream end of the drain to surface and capping off to allow future flush out. 7.0 FLOODING The Noosa Council Flood Search Certificate (Appendix E) confirms a defined flood event of 2.5m AHD. The proposed development will include a minimum floor level of 2.8m AHD to allow for 300mm freeboard as required by the Noosa Plan 2020. 8.0 CONCLUSION The proposed development has been analysed to provide the design requirements to meet the local authority guidelines for stormwater quality & quantity outcomes described in this report. The lawful point of discharge for the subject site is Council existing stormwater infrastructure in the Blakesley Street road reserve. Sediment generated during the construction phase is to be dealt with in accordance with a Silt and Sediment Control plan and is to be retained on-site throughout construction. The proposed development does trigger the State Planning Policy 2017, stormwater quality treatment objectives. Stormwater runoff from the proposed development will be drained through bio-retention beds located on-site. Stormwater pits are to be fitted with gross pollutant traps in areas prone to gross pollutants. The subject site is within a defined flood area. The minimum floor level is set a minimum of 300 mm above the defined flood level. SCG Consulting engineers 9 SCG Ref: 33094(SWM)
Page 10
APPENDIX A DETAILED SITE SURVEY SCG Consulting engineers SCG Ref: 33094(SWM)
Page 11
Back of Kerb TBM (Screw~in Kerb) ¢ RL2.56~AHD =e TBM (Screw in Kerb) ¢ RL4.31 AHD THE TITLE BOUNDARIES AS SHOWN HEREON WERE NOT MARKED AT THE TIME OF SURVEY AND HAVE BEEN DETERMINED BY PLAN DIMENSIONS FROM RECENT T SURVEYS. AS SUCH BOUNDARY DIMENSIONS COULD BE OUT OF D INCORRECT. IF BOUNDARY DIMENSIC NEED TO BE VERIFIED, THE F A CONSULTING CADASTRAL SUR R SHOULD BE ENGAGED MMENDED THAT AN IDENTIFICATION SURVEY BE COMPLETED TO OR TO ANY UCTION ON THE £, THE RELEVANT AUTHORITY SHOULD BE CONTACTED FOR POSSIBLE LOCATION OF FURTHER SERVICES AND DETAILED LO! IS SERVICES OLA LAND SURVEYS PTY LTD ESPONSIBILITY FOR DAMAGE ERVICES SHOWN OR NOT SHO A TITLE SEARCH HAS NOT BEEN CARRIED OUT TO CHECK FOR THE EXISTANCE OF EASEMENTS OR TO VERIFY IF THE PROPERTY DESCRIPTION SHOWN IS. AXCORRECT TREE LEGEND Species , Trunk Dia TREE — Unknown Species MANGO — Mango Tree Concrete Footpath:,.} BLAKESLEY STREET Back of Kerb @POINC 0.80520 RP116776 268°22'21" 40.251 2 RP116/776 50808 GO yo 0 Man SANG —_ Cp GTP444 RP151582 0'01'20" 18 NOTE LEVEL DATUM PSM10218 RL/.868 AHD CONTOUR INTERVAL — Major 2.5m, Minor 0.5m. Detail Survey of lot jand 7 on RPIIG/76 23-25 Sidon Street Jewantin SCALE 1:200/4A2 FILE REF 23306 LOCAL covernment Noosa Shire Council NCLS 0412 603286 DATE OZLIOY2Z023 Noosa Cooloola Land Surveys Pty Ltd ACN 613974486 P.O. Box 1684, Noosa Heads, QLD. 4567 0419 782360 0409 632830 25506Det
Page 12
APPENDIX B NOOSA COUNCIL DRAINAGE INFRASTRUCTURE SCG Consulting engineers SCG Ref: 33094(SWM)
Page 13
Noosa Shire Council does not warrant the accuracy of information in this publication and any person using or relying 08/12/2023
upon such information does so on the basis that Noosa Shire Council shall bear no responsibility or liability
whatsoever for any errors, faults, defects or omissions in the information.
1:1000
Page 14
APPENDIX C PROPOSED DEVELOPMENT PLANS SCG Consulting engineers SCG Ref: 33094(SWM)
Page 15
po box 603 noosa heads qld 4567 project
Mixed Use Development
ph 07 5455 4808
Schematic Design
email [email protected]
abn 85 114 469 395
reg no 002195 23-25 Sidoni St Tewantin
This drawing is subject to copyright and cannot client
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 16
2.0 2.0
site context - town center
2.5 S T R E E T B L A K E S L E Y 2.5
3.0
2.0 2.0
site context - neighborhood
S T R E E T
site context - street
23 & 25 Sidoni St Tewantin
Lot 1 RP116776 (1009.22) m2
Lot 2 RP116776 (993.03 m2)
S I D O N I
Planning Scheme: Noosa Plan 2020
Regional Plan: SEQ Regional Plan - Urban Area
Zoning: District Center Zone, Key Development Site,
Key Corner
Overlays:
Flood Hazard (partial)
Landslide Hazard (partial)
Acid Sulphate Soils (partial)
Planning Requirements
Total Site Area - 2002.25m²
Setbacks
Front (Sidoni)
Front (Blakesley)
4.5 m
6.0 m
2.5
Side 0.0 m
Rear 0.0 m
Height Limit 10.0 m
Site Cover NA
Plot Ratio 0.8:1
GFA (max) 1600 m2
Max. Dwelling Size 100 m2
Min. balc./POS area 9m2
Landscaping 10%
Footpath minimum 3.0m
Street Awn ings Required (TBC)
Min. Floor level 2.800 (AHD)
Parking Requirements 3.0
1 bay per dwelling (<100m2)
1 visitor bay per 4 dwellings
Office / Shop etc 1 bay per 20m2
Site / Roof Plan
Motorcycle Parking
1 bay per 2 dwellings
1 bay per 100m2 office
Bicycle Parking
1 bay per 2 dwellings
1 bay per 50m2 office
3.5
End of trip facilities: required if >4 bays
(office) site survey - existing
Pumps & Tanks - Subject to water
pressure flow test
Electrical - Transformer requirements TBC
4.0
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
N
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 2 4 6 10
Site Roof Plan dwg no.
client Scale 1 : 200 @ A1
This drawing is subject to copyright and cannot
SD 1.01 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 17
2.0
S I D O N I S T R E E T
footpath 1500w footpath 1500w
0 0 00
0
0
00
90 80
40
50
. 1
3. 3.
8
3
3.
2.
2.
RL RL RL boundary
RL
RL
RL
0
x x x
40
x
x
x
2.
RL
landscaping landscaping landscaping landscaping landscaping landscaping
x
500
2.
14
gate gate gate gate gate gate gate RL
1:
DU5 DU4 DU3 DU2 DU1 x
mp
fall 1:20
fall 1:20
05
ra
6
2.
GFA 71m2 GFA 71m2 GFA 71m2 GFA 71m2 GFA 71m2
RL
terrace terrace terrace terrace terrace
x
step free threshold step free threshold step free threshold step free threshold step free threshold
0
5
80
69
2.
3.
RL
RL
x
x
office office
0
:2
step free
fall 1:20
l1
FFL 3.850 FFL 3.850 FFL 3.050 FFL 3.050 FFL 3.050 threshold
fal
S T R E E T
FFL 2.800
step free
commercial / coffee shop threshold
L D D L
fall 1:20
GROUND FLOOR AREA SCHEDULE 10m height limit K K K K K
UNIT GFA behind this line
l'dry l'dry l'dry l'dry l'dry
C1 (commercial) 120m² C1
0
85
GFA 80m2
U1 71m²
3.
U2 71m² K
RL
BA BA BA BA
U3 71m²
x
U4 71m²
U5 71m²
st st st st st
r. r. r. r. r.
GROUND FLOOR GFA 475m²
fire hydrant
FIRST FLOOR GFA 812m²
SECOND FLOOR GFA 267m² WC landscaping
TOTAL GFA 1554m²
Allowable GFA 1600m² B1 B1 B1 B1 B1
Balance (under) 46m²
K K K K K
0
85
3.
RL
water meters
x
footpath 1500w
0
0
0
0
0
UNIT MATRIX
05
85
85
05
05
0
UNIT TYPE UNITS terrace terrace terrace terrace terrace
3.
3.
3.
3.
3.
95
RL
RL
RL
RL
RL
1.
RL
x
x
x
x
x
GROUND FLOOR:
B L A K E S L E Y
x
0
0
1 BED (71m² GFA) 5
05
85
3.
3.
FIRST FLOOR:
RL
RL
x
x
1 BED (60m² GFA) 5
2 BED (93m² GFA) 1
2 BED (89m² GFA) 3
2 BED (76m² GFA) 2
SECOND FLOOR:
2 BED (89m² GFA) 3
TOTAL 19
ramp ramp 5 ramp ramp pad mount transformer
45
1:20 1:20 1:20 1:20
3.
(if req'd)
RL
x
12 13 14 15 kerb
16 17 18 19 kerb
V3 V4 V5
MC
20 ramp ramp
MC
00
5
0
0
LANDSCAPE AREAS
26
10
99
5 1:10 .8
3. 1:10
2 boundary
3.
3.
2.
RL RL
RL
RL
RL
SOFT LANDSCAPING 203m2 x x
x
x
x
REQUIRED LANDSCAPING 200m2
PARKING
20 70
0
0
2.0
CAR BAYS 25
52
14
2 1
Including: 2. 2.
2.
2.
RL RL
0
RL
RL
Accessible bay 1
52
x x
x
x
3.
Unit Parking (1 per dwelling) 19
RL
0
Visitor / Commercial Parking (shared) 5 ramp basement car parking ramp visitor parking ramp
89
gate
x
1:40 1:40 1:20
1.
ramp ramp ramp
RL
Bicycle Parking 15 1:20 1:40 1:9
x
Motorcycle parking
· bike parking 3
boundary
· scooter parking 6.0m queuing zone
(B99 shown) new crossover as per NSC
· SMSB
standard drawing RS050
· Water Meters
MC
· Letterboxes
landscaping
11 10 09 08 07 06 05 04 03 02 01 V2 V1
bin store bin store
(acc)
footpath 1500w
01 02
retain existing
trees in this area
where possible
boundary
Ground Floor Plan
boundary
10m height limit
behind this line
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
N
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 1 2 3 5
Ground Floor Plan dwg no.
client Scale 1 : 100 @ A1
This drawing is subject to copyright and cannot
SD 2.01 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 18
boundary
setback
balcony st st balcony balcony st st balcony balcony st balcony
FFL 6.810 FFL 6.810 FFL 6.010 FFL 6.010 FFL 6.010 FFL 6.010
D D D D D D
L L L L L
L
FFL 6.850 FFL 6.850 FFL 6.050 FFL 6.050 FFL 6.050
10m height limit
behind this line K K K K K
K FFL 6.050
FIRST FLOOR UNIT / AREA SCHEDULE
UNIT GFA BA BA BA BA BA BA
U6 93m² st st ENS
r. r.
U7 61m²
U8 61m²
U9 61m²
U10 61m²
U11 61m²
B1 B1 B1 B1 B1 B2 B1
stair stair stair
U12 90m² l'dry l'dry l'dry l'dry l'dry
U13 90m²
U14 90m²
U15 76m²
10
U6
0
FFL
08
U16 76m² FFL
U11 U10 6.360
U9 U8 6.
0
U7 FFL 6.080 FFL 6.010
6.
6.810 FFL 6.810 RL
RL
FIRST FLOOR GFA 812m² void void x vo ramp GFA 93m2
id
x
GFA 60m2 GFA 60m2 GFA 60m2 GFA 60m2 GFA 60m2
stair
boundary
garden garden garden
boundary
0
08
6.
walkway garden
U12 U13 U14
RL
0
5
x
36
30
FFL 6.360 FFL 6.810 FFL 6.360
6.
6.
GFA 89m2 GFA 89m2 ramp 1:14 GFA 89m2 ramp 1:14
RL
RL
x
x
st
ramp 1:14
B2 B2
K K K K L balcony
B1 BA
r. D D r. r. D
r. FFL 6.010
l'dry l'dry l'dry
BA
FFL 6.850 FFL 6.850
BA BA
FFL 6.400
U15GFA 76m2
FFL 6.050
D
study l'dry
study l'dry
garden
ENS ENS ENS
D
L L L FFL 6.050
r. r. r.
U16 GFA 76m2
r.
FFL 6.010
B1 BA
B1 B1 B1
balcony balcony balcony
cl cl cl K L balcony
st
FFL 6.360 FFL 6.360 FFL 6.360
gate
cl cl cl
clothes drying
setback
green roof over basement green roof
First Floor Plan
boundary
eave
setback
setback
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
N
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 1 2 3 5
First Floor Plan dwg no.
client Scale 1 : 100 @ A1
This drawing is subject to copyright and cannot
SD 2.02 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 19
S I D O N I S T R E E T
boundary
S T R E E T
10m height limit
behind this line
roof below roof below roof below roof below roof below roof below
SECOND FLOOR UNIT / AREA SCHEDULE
UNIT GFA
U17 90m²
U18 90m²
U19 90m²
SECOND FLOOR GFA 270m²
B L A K E S L E Y
U17 U18 FFL 9.810 walkway
U19
GFA 90m2
GFA 90m2 GFA 90m2
B2 B2 roof below
K K K
r. D D r. r. D
l'dry l'dry l'dry
FFL 9.850 FFL 9.850 FFL 9.850
BA BA BA
ENS ENS ENS
boundary
L L L
r. r. r.
B1 B1 B1
balcony balcony balcony roof below
cl cl cl
FFL 9.810 FFL 9.810 FFL 9.810
boundary
Second Floor Plan
boundary
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 1 2 3 5
Second Floor Plan
N
client Scale 1 : 100 @ A1 dwg no.
This drawing is subject to copyright and cannot
SD 2.03 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 20
boundary
pv pv pv pv pv
pv
metal roof
26° fall
timber sun timber sun
screens screens
below below pv
metal roof
26° fall
10m height limit
box gutter
box gutter
box gutter
behind this line
box gutter
metal roof metal roof metal roof metal roof metal roof metal roof metal roof metal roof metal roof metal roof
26° fall 26° fall 26° fall 26° fall 26° fall 26° fall 26° fall 26° fall 26° fall 26° fall
pv
metal roof
26° fall
pv
metal roof
26° fall
Roof 01
Roof 06 Roof 05 Roof 04 Roof 03 Roof 02
box gutter box gutter
metal roof
2° fall Roof 07 Roof 07
metal roof
2° fall
metal roof
2° fall
pv pv pv
pv
metal roof
5° fall
Roof 11
metal roof
5° fall
box gutter
box gutter
metal roof metal roof metal roof metal roof metal roof metal roof
15° fall 15° fall 15° fall 15° fall 15° fall 15° fall box gutter
boundary
pv
metal roof
5° fall
Roof 10 metal roof
5° fall
Roof 08 Roof 08 Roof 09
boundary
Roof Plan
boundary
10m height limit
behind this line
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 1 2 3 5
Roof Plan
N
client Scale 1 : 100 @ A1 dwg no.
This drawing is subject to copyright and cannot
SD 2.04 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 21
2.0
S I D O N I S T R E E TLetter
Boxes
0
0
0
0
0
0
90
80
40
10
50
80
3.
3.
3.
3.
2.
2.
RL
RL
RL
RL
RL
RL
x
x
x
x
x
x
DU5 GFA 71m2
DU4 GFA 70m2
DU3 DU2
GFA 71m2
DU1
GFA 71m2
GFA 71m2
FFL 3.850 FFL 3.850 FFL 3.050 FFL 3.050 FFL 3.050
S T R E E T
FFL 2.800 step free
threshold
10m height limit
behind this line
GFA 80m2
C1
fire hydrant
Fire Hydrant
Booster as
required.
water meters
Services Main Water Meters
B L A K E S L E Y
Switch Board
Pad Mounted
Transformer
pad mount transformer
(if req'd) Upgrade as
required.
MC
MC
2.0
Fire Pumps and
· bike parking Tanks if required.
· scooter parking
· SMSB
· Water Meters
MC
· Letterboxes
Services Plan
10m height limit
behind this line
Bin Store #2 Bin Store #1
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
N
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
A 11/10/2023 Planning Application
23-25 Sidoni St Tewantin
abn 85 114 469 395
reg no 002195 0 1 2
Scale 1 : 100 @ A1
3 5
Preliminary Services Plan dwg no.
This drawing is subject to copyright and cannot client
SD 2.05 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 22
2.0
S I D O N I S T R E E T
0
0
0
0
0
0
90
80
40
10
50
80
3.
3.
3.
3.
2.
2.
RL
RL
RL
RL
RL
RL
x
x
x
x
x
x
DU5 DU4 DU2 DU1
S T R E E T
GROUND FLOOR AREA SCHEDULE
UNIT GFA 10m height limit
behind this line
C1 (commercial) 120m²
U1 71m²
U2 71m²
U3 71m²
U4 71m²
U5 71m²
GROUND FLOOR GFA 475m²
FIRST FLOOR GFA 812m²
SECOND FLOOR GFA 267m²
TOTAL GFA 1554m²
Allowable GFA 1600m²
Balance (under) 46m²
203m2 soft
UNIT MATRIX
UNIT TYPE UNITS landscape area
GROUND FLOOR:
1 BED (71m² GFA) 5
shown hatched
B L A K E S L E Y
FIRST FLOOR:
1 BED (60m² GFA) 5
2 BED (93m² GFA) 1
2 BED (89m² GFA) 3
2 BED (76m² GFA) 2
SECOND FLOOR:
2 BED (89m² GFA) 3
TOTAL 19
LANDSCAPE AREAS
MC
MC
SOFT LANDSCAPING 203m2
REQUIRED LANDSCAPING 200m2
PARKING
CAR BAYS 25
Including:
2.0
Accessible bay 1
Unit Parking (1 per dwelling) 19
Visitor / Commercial Parking (shared) 5
Bicycle Parking 15
Motorcycle parking 3
MC
Landscape Area Plan
10m height limit
behind this line
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
N
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
A 11/10/2023 Planning Application
23-25 Sidoni St Tewantin
abn 85 114 469 395
reg no 002195 0 1 2
Scale 1 : 100 @ A1
3 5
Landscape Area Plan dwg no.
This drawing is subject to copyright and cannot client
SD 2.06 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 23
Kitchen Bed 01
Bath
br.
Kitchenette. pan. bath
Laun. Store
br. Living shr
Store pan. bath Kitchen Bed 01
Dining sk
wc
commercial commercial shared residential residential Kitchen shr
Bed 01
R. ct Bath
14m2 POS 36m2 GFA 12m2 GFA 22m2 GFA 14m2 POS sk
wc
Bath bn
ct Terrace ref. R.
Terrace bn
Living wm tub
ref. entry hall
UNIT TYPE 2 - Dwelling Unit commercial Unit No's : Lin.
Dining Laundry
area Laundry
Lin.
mixed use mode (ie: 8-6 pm) DU1 (mirrored) entry hall wm tub desk
residential
GFA - 71 m² area DU2 (mirrored)
DU3
DU4 (mirrored)
UNIT TYPE 3 - 1 Bed Unit Unit No's : UNIT TYPE 3B - 1 Bed Unit Unit No's :
DU5
GFA - 61 m² U7 GFA - 76 m² U15
U8 (mirrored) U16 (mirrored)
Terrace Area - 11 m² Terrace Area - 20 m²
U9
U10 (mirrored)
U11
Kitchen Bed 01
Bath
Living Kitchenette.
Laun.
commercial commercial residential residential
14m2 POS 15m2 GFA 54m2 GFA 14m2 POS
UNIT TYPE 2 - Dwelling Unit commercial Unit No's :
area
residential use mode (ie: 6pm-8am) DU1 (mirrored)
residential
GFA - 71 m² area DU2 (mirrored)
DU3 bn
Ens.
DU4 (mirrored) wc Bed 01 entry Terrace
DU5 shr Dining Living
Living
t. wm
R. sk Kitchen
ct
Laundry entry hall ref. p.
Terrace
Kitchen ref. R.
bn wm Laun.
ct bn bn
Bath tub Ens.
Dining wc Bath wc
Bed 02 Bed 02 R. wc R. Bed 01
meeting
k. sk pan. shr shr shr
st.
bath*
fr.
st.
office cl.
print /data
workstations
UNIT TYPE 6B - 2 Bed Unit Unit No. : UNIT TYPE 7 - 2 Bed Unit Unit No's :
terrace / entry *must be terrace U6 U12
14m2
accessible WC if
commercial use 14m2 GFA - 93 m² GFA - 90 m²
U13 (mirrored)
Terrace Area - 41 m² Terrace Area - 16 m²
U14
UNIT TYPE 2 - flexible fitout option 01 commercial Unit No's : U17
area
100% commercial DU1 (mirrored) U18 (mirrored)
DU2 (mirrored) U19
GFA - 71 m²
DU3
DU4 (mirrored)
DU5
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
A 11/10/2023 Planning Application
23-25 Sidoni St Tewantin
abn 85 114 469 395
reg no 002195 0 1 2
Scale 1 : 100 @ A1
3 5
Unit Type Plans dwg no.
This drawing is subject to copyright and cannot client
SD 2.10 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 24
Aliminium operable privacy rendered recycled timber operable privacy 600w fixed sun operable privacy Aliminium
sun shading devices / high level screening to shutters & sun weatherboard partition walls - exposed truss shutters & sun shading devices shutters & sun screening to weatherboard sun shading devices /
privacy screens glazing (U19) gable ends shading cladding paint finish pergola shading to lower level shading gable ends cladding privacy screens
setback setback
site boundary
site boundary
RL 13.675
U17, U18, U19
Upper Ridge
FFL 12.550
U17, U18, U19
Ceiling
FFL 9.850
U17, U18, U19
Unit 16 Unit 17 Unit 6
FFL 6.850
U10, U11, U12, U13
FFL 6.400
U14
FFL 6.050
U6, U7, U8, U9,
U15, U16
rendered block boundary
walls, max 2.0m height
FFL 3.850 above NGL, paint finish Commercial / Cafe
DU4, DU5
FFL 3.050
DU1, DU2, DU3
FFL 2.800
C1
NGL at kerb Landscaping - retain screen new crossover vehicle entry pad mount transformer Blakesley St fire hydrant 2.0m landscape natural stone rendered recycled timber pedestrian entry new 1500w Sidoni St
existing trees where elements to and driveway as maintain if required, landscape pedestrian entry booster zone low walls block wall entry arbor & to commercial / footpath
possible carpark per NSC RS-050 adequate sight zone otherwise corner element cafe
lines
Blakesley Street Elevation
(North)
fixed alu. sun fixed alu. sun
shading / privacy shading / privacy
operable privacy operable privacy Aliminium screening Aliminium Aliminium screening operable privacy Aliminium
shutters & sun weatherboard shutters & sun screening to between upper balcony / weatherboard screening to balustrades to between weatherboard shutters & sun screening to
shading cladding shading gable ends buildings walkway beyond cladding gable ends walkway buildings cladding shading gable ends
setback setback
site boundary
site boundary
RL 13.675
U17, U18, U19
Upper Ridge
FFL 12.550 eave setback
U17, U18, U19
Ceiling
Unit 19 Unit 18 Unit 17
FFL 9.850
U17, U18, U19
setback
Unit 10 Unit 11
Unit 6 Unit 7 Unit 8 Unit 9
FFL 6.850
U10, U11, U12, U13
FFL 6.400
U14 rendered block boundary
FFL 6.050 walls, max 2.0m height
U6, U7, U8, U9, Dweling Unit 4 Dweling Unit 5 above NGL, paint finish
U15, U16
Commercial / Cafe Dweling Unit 1 Dweling Unit 2 Dweling Unit 3
FFL 3.850
DU4, DU5
FFL 3.050
DU1, DU2, DU3
FFL 2.800
C1
recycled timber pedestrian entry natural stone low 600w fixed sun 2.0m "internal laneway" 1200h alu. 600w fixed sun 1200h alu. "internal laneway" 1200h alu. natural stone 1200h alu. 600w fixed sun "internal laneway"
entry arbor & to commercial / garden walls shading devices landscape pedestrian access batten front shading devices batten front pedestrian access batten front low garden batten front shading devices pedestrian access
corner element cafe to lower level zone for residents fence and gate to lower level fence and gate for residents fence and gate walls fence and gate to lower level for residents
Sidoni Street Elevation
(West)
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
A 11/10/2023 Planning Application
23-25 Sidoni St Tewantin
abn 85 114 469 395
reg no 002195 0 1 2
Scale 1 : 100 @ A1
3 5
Elevations dwg no.
This drawing is subject to copyright and cannot client
CD 3.01 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 25
rendered
recycled timber upper "balcony"
partition walls - metal roofing metal roofing
sun shading devices / exposed truss walkway sun shading devices /
paint finish colorbond finish colorbond finish
privacy screens pergola privacy screens
setback setback
site boundary
site boundary
RL 13.675
U17, U18, U19
Upper Ridge
FFL 12.550
U17, U18, U19
Ceiling
Unit 17
FFL 9.850
U17, U18, U19
Unit 12
Unit 11
FFL 6.850
U10, U11, U12, U13
FFL 6.400
U14
FFL 6.050
U6, U7, U8, U9,
U15, U16 fixed privacy
screen basement / carparking (beyond)
FFL 3.850 Dwelling Unit 5 (beyond)
DU4, DU5
FFL 3.520
Upper Basement / Carpark planter
rendered block boundary NGL at boundary beds
walls, max 2.0m height
above NGL, paint finish
South Elevation
operable privacy Aliminium vertical metal
weatherboard metal roofing shutters & sun screening to upper balcony / cladding metal roofing
sun shading devices /
cladding colorbond finish shading gable ends walkway beyond colorbond finish colorbond finish privacy screens
setback setback
site boundary
site boundary
RL 13.675
U17, U18, U19
Upper Ridge
FFL 12.550
U17, U18, U19
Ceiling
Unit 17 Unit 18 Unit 19
FFL 9.850
U17, U18, U19
Unit 12 Unit 13 Unit 14
FFL 6.850
Unit 16
U10, U11, U12, U13
FFL 6.400
U14
basement / carparking (beyond)
FFL 3.520
Upper Basement / Carpark ramp
FFL 2.520
Lower Basement / Carpark ramp
NGL at boundary 600w fixed sun 600w fixed sun rendered block boundary 600w fixed sun aluminum
shading devices shading devices walls, max 2.0m height shading devices balustrading
to lower level to lower level above NGL, paint finish to lower level
East Elevation
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
A 11/10/2023 Planning Application
23-25 Sidoni St Tewantin
abn 85 114 469 395
reg no 002195 0 1 2
Scale 1 : 100 @ A1
3 5
Elevations dwg no.
This drawing is subject to copyright and cannot client
CD 3.02 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 26
Aliminium
balustrades to upper balcony / metal roofing Aliminium
walkway
BOUNDARY
BOUNDARY
walkway beyond colorbond finish screening to weatherboard
gable ends cladding
10.0m height limit
RL 12.550
U17, U18, U19
Ceiling
8.0m height limit
U17 U18 U19
FFL 9.850 bath / laun living living bath / laun bath / laun living
U17, U18, U19
RL 8.750
U6, U7, U8,
U12 U13 U9, U15, U16
FFL 6.850 bath / laun living living bath / laun
U14 planter
U15 ceiling
U10, U11, U12, U13 bath / laun living entry hall living terrace
FFL 6.400
U14 FFL 6.050
FFL 6.050 U6, U7, U8,
U6, U7, U8, U9, U9, U15, U16
U15, U16
FFL 3.850
DU4, DU5
Parking
FFL 3.050
driveway
DU1, DU2, DU3
driveway crossover
FFL 2.800
C1
Section 01 natural ground line
metal roofing fixed alu. sun fixed alu. sun metal roofing Aliminium recycled timber
shading / privacy shading / privacy entry arbor &
BOUNDARY
BOUNDARY
colorbond finish colorbond finish screening to
screening screening gable ends corner element
between between
buildings buildings
10.0m height limit
8.0m height limit
RL 9.550
U10, U11, U12, U13
Ceiling
RL 8.750
U11 U10 U6, U7, U8,
U9, U15, U16
hall bath bath hall
FFL 6.850
U9 U8 U7 U6 tce
ceiling
U10, U11, U12, U13 hall bath bath hall hall bath bath laun. ens.
FFL 6.400
U14 FFL 6.050
FFL 6.050 U6, U7, U8,
U6, U7, U8, U9,
U15, U16 DU5 DU4 U9, U15, U16
hall bath bath hall
DU3 DU2 DU1 C1
FFL 3.850 hall bath bath hall bath hall kitchen commercial / coffee shop terrace
DU4, DU5
FFL 3.050
DU1, DU2, DU3 garden
FFL 2.800
C1 path
Section 02 "internal laneway" "internal laneway"
natural ground line
pedestrian access pedestrian access
for residents for residents
po box 603 noosa heads qld 4567 project issue date details drawing proj no.
Mixed Use Development
ph 07 5455 4808
P1 25/07/2023 Pre Lodgement schematic design
2301
email [email protected]
abn 85 114 469 395 A 11/10/2023 Planning Application
reg no 002195 23-25 Sidoni St Tewantin 0 1 2 3 5
Sections dwg no.
client Scale 1 : 100 @ A1
This drawing is subject to copyright and cannot
SD 4.01 A
be reproduced in any medium without the written
permission of Tim Ditchfield Architects Take II Holdings Ltd Pty Ltd
Page 27
APPENDIX D CONCEPT STORMWATER MANAGEMENT PLAN SCG Consulting engineers SCG Ref: 33094(SWM)
Page 28
SCHEMATIC PROPOSAL ONLY DETAILED DESIGN ISSUED AT
OPERATIONAL WORKS APPLICATION
B L A K E S L E Y S T R E E T
S T R E E T
RESIDENTIAL
DEVELOPMENT
S I D O N I
Issue:
SCG HOLDINGS PTY LTD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 68 669 675 790
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 29
APPENDIX E SUNSHINE COAST COUNCIL FLOOD CERTIFICATE SCG Consulting engineers SCG Ref: 33094(SWM)
Page 30
Flood Information Certificate
This certificate is issued in response to an information request for a property which is located within the
geographical boundaries of Noosa Council.
Applicants Name Tim Ditchfield Architects Issue Date 27 March 2023
Applicants Address PO Box 603 Property Number 145686
NOOSA HEADS QLD Property Description Lot 1 RP 116776
4567 Address 25 Sidoni St Tewantin Qld
4565
Our Reference Cer23/0611
Email Address [email protected] Issuing Officer Daniel Epps
Your Reference n/a
This certificate is issued in response to an enquiry for the above property:
REGISTERED OWNER/S NAME: Take II Holdings Pty Ltd TTE
DEFINED FLOOD LEVEL: 2.5m AHD
DEFINED FLOOD EVENT: 1% AEP Under 2100 Climate Change Conditions
SOURCE OF INFORMATION: Noosa River Flood Study 2016, WMA Water
HIGHEST HISTORICAL FLOOD A flood level has not been recorded for this property
LEVEL:
LOCATION DESCRIPTION OF
A flood level has not been recorded for this property
RECORDED HISTORICAL EVENT:
DATE OF HISTORICAL EVENT: A flood level has not been recorded for this property
FREEBOARD: 0.3m
APPLICABLE MINIMUM FLOOR
LEVEL FOR HABITABLE ROOM /
2.8m AHD (as required by The Noosa Plan)
AREA:
THIS CERTIFICATE IS VALID FOR 6 MONTHS FROM DATE OF ISSUE.
www.noosa.qld.gov.au [email protected] T 07 5329 6500
PO Box 141 Tewantin Qld 4565 ABN 97 969 214 121
Flood Information Certificate (FSCV3-0809) Page 1 of 3
Document Set ID: 22352922
Version: 3, Version Date: 27/03/2023
The text continues on page 31.