Council archive · source document
180616-Response to Information Request. · MCU18/0135
Attached to the e-mail MCU18/0135 - Response to Information Request.
Our ref: 180616 Response to Information Request 200918sr
Council Ref: MCU18/0135
20 September 2018
Noosa Shire Council
PO Box 141
TEWANTIN QLD 4565
Attention: Development Assessment – Lisa Pienaar
Via Email: [email protected]
Dear Lisa,
Re: Response to Information Request
Proposed Material Change of Use to establish a Detached House
15/512 David Low Way (Noosa Dunes), Castaways Beach
Lot 15 on SP111721
Council Reference: MCU18/0135
We refer to Noosa Shire Council’s Information Request, dated 10 September 2018 in
relation to the abovementioned development.
On behalf of the applicant, and in accordance with Part 3(13) of the DA Rule 2017, we
provide a response to the issue raised as outlined below:
1. Provide amended plans where the southern boundary wall has a maximum
height of 3.5m and maximum length of 9m. Show the height relative to natural
and finished ground levels.
Response
In response to item 1, no amended plans have been provided to reduce the height from
3.9m to 3.5m, as this is not an assessment benchmark relevant to the assessment of this
development application. The applicant has a right to construct the dwelling at a height
of 8m on this part of the property, so a garage built to 3.9m is considered to appropriately
address any concerns relating to the adjoining property’s level of amenity.
2. Provide amended plans that that include the necessary stormwater system
(tanks and infiltration) within the building envelope or alternatively provide
written approval from the body corporate to discharge directly into the body
corporate infiltration system.
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2
Response
Similarly to the response to Item 1, Item 2 is also not necessary, considering the proposed stormwater
arrangement captures rainwater within a rainwater reuse tank, with the overflow connected to a rapid
infiltration pit via the internal drainage network. Furthermore, the body corporate approval provided
within the lodgement of the development application confirms the body corporate’s approval of the
design and engineering solutions proposed.
The common property is land subject to the development application, so for Council to require additional
consent from the body corporate, would contradict the purpose of owner’s consent for development
applications. As the common property is subject to this approval, no further consent or approval is
required.
3. Provide either an amended Slope Stability Assessment or an addendum to the submitted
assessment that makes reference to the final stormwater design.
Response
In response to item 3, no changes to the Slope Stability Assessment were necessary. Notwithstanding, a
change to the Engineering Report has been made, to reflect the Slope Stability Assessment’s
recommendation of providing a stormwater drain along the southern side of the dwelling. Please find this
amended reporting attached.
4. Provide additional detail on the access driveway. The detail must include but not be limited to:
a) Levels of the proposed access driveway and adjacent areas;
b) Longitudinal section extending from the centerline of the common property road to the
proposed garaging. The section must demonstrate that vehicles will not scrape or
bottom out when entering or exiting the garaging;
c) Sufficient detail to indicate where surface runoff will be directed.
Response
In response to item 4, no further details have been provided, considering:
• The proposed residential vehicle crossing has been designed in accordance with the IPWEA
Standard Drawing No. RS-049 and RS-050 with interndal driveways and garage openings
designed in accordance with AS/NZS2890.1, as confirmed within section 4 of the engineering
report;
• All stormwater from the driveway will be conveyed toward the grated drain at the bottom of the
driveway; and,
• No levels or sections are needed, as there is already the requirement to provide a grade
consistent with the relevant standards and policies, as confirmed within the provided reporting.
In short, the proposed development is for a Detached House, and the extent of engineering reporting
provided is considered more than sufficient to satisfy Council’s concerns.
This response represents our complete response to the Information Request issued by the Noosa Shire
Council, and we look forward to the decision notice being issued by Council in accordance with the
relevant provisions of the Planning Act 2016.
Page 3
3 As always, please feel free to contact me direct should you require any additional information or clarification. Yours faithfully, ADAMS + SPARKES TOWN PLANNING + DEVELOPMENT Sam Robinson TOWN PLANNER Encl: Amended Engineering Report, prepared by Walsh Engineers
Page 4
ENGINEERING REPORT &
INTEGRATED WATER MANAGEMENT PLAN
Proposed Residential Dwelling
at Lot 15 Marcus Dunes Court, Castaways Beach
for Planet Homes Qld
C6142/18/ENG-V1
September 2018
Page 5
P 07 5443 4443
E [email protected]
W walsheng.net.au
A Suite 15, 72 Wises Road, Maroochydore Q 4558
PO BOX 5512, Maroochydore BC Q 4558
JP Walsh Queensland Pty Ltd trading as Walsh Consulting Engineers
ABN 39 611 482 716
DOCUMENT CONTROL
C6142/18/ENG
Version Date Details Prepared Checked Approved
V0 July 2018 Issued to Jason Bowker MVC JW
V1 Sept 2018 Issued to Jason Bowker MVC JW
Page 6
CONTENTS 1.0 INTRODUCTION .............................................................................................................................4 2.0 SITE DESCRIPTION .........................................................................................................................5 3.0 PROPOSED DEVELOPMENT APPLICATION ....................................................................................5 4.0 ACCESS, PARKING AND MANOEVRING .........................................................................................6 5.0 WASTE MANAGEMENT .................................................................................................................6 6.0 STORMWATER MANAGEMENT ....................................................................................................6 6.1 Legal Point of Discharge ............................................................................................................6 6.2 Stormwater Quantity Management .........................................................................................7 6.3 Water Quality Management Plan .............................................................................................8 7.0 SEWERAGE RETICULATION ...........................................................................................................9 8.0 WATER SUPPLY..............................................................................................................................9 9.0 ELECTRICITY AND TELECOMMUNICATIONS .............................................................................. 10 10.0 EARTHWORKS ............................................................................................................................ 10 11.0 CONCLUSION.............................................................................................................................. 11 APPENDICES APPENDIX A – Locality Plan APPENDIX B – Existing Site Plan APPENDIX C – Development Layout Plan APPENDIX D – Engineering Drawing
Page 7
1.0 INTRODUCTION
Walsh Consulting Engineers have been commissioned by Planet Homes Queensland to
prepare an Engineering Report in support of a Building Application to the Noosa Dunes
Body Corporate for a proposed Residential Dwelling located over Lot 15 of the Group
Titled development located at Marcus Dunes Court, Castaways Beach.
Amendments to this report have been made in accordance with site specific
recommendations contained in the Slope Stability Assessment, prepared by Tectonic, and
dated August 2018.
This report addresses the following areas of civil design and construction:
Access, Parking and Manoeuvring
Waste Management
Stormwater Management
Sewerage Reticulation
Water Supply
Electricity and Telecommunications
Earthworks
This report should be read in conjunction with the Architectural Plans and all other
specialist reports as attached to the Building Application.
This report concludes that there are no major engineering constraints or impediments to
the proposed development, and that all necessary infrastructure is readily available for
the subject site.
4
Page 8
2.0 SITE DESCRIPTION
A Site Locality Plan is attached as Appendix A. An Existing Site Plan, prepared by Reitsma,
is attached as Appendix B.
The subject site consists of a single allotment located at Marcus Dunes Court, Castaways
Beach. The land parcel is legally described as Lot 15 on SP111721. The total site area is
953m². The site is a corner block with frontage to the Marcus Dunes Court access driveway
to the west and north, a shared boundary with Lot 16 to the south and existing Bushland
Reserve to the east.
The subject site has an existing treated pine fence to the northern and portions of the
eastern boundaries which will be retained/replaced per Owners specifications. The site is
generally clear of vegetation. The site slopes from west to east towards existing Bushland
Reserve at grades of 10-15%.
The property is currently zoned Detached Housing and is located within the Noosa Council
Local Plan Area.
3.0 PROPOSED DEVELOPMENT APPLICATION
Refer to Appendix C for the proposed Development Layout.
The application is for a Material Change of Use (MCU) and Building Approval for a
residential dwelling, access driveway, and service and stormwater infrastructure.
Please refer to the accompanying Architectural Plans for more detailed information
regarding the proposed development.
5
Page 9
4.0 ACCESS, PARKING AND MANOEVRING
Refer to Drawing No. C6142/18/IWMP01 attached as Appendix D for details of the
proposed site access and car parking.
Access to the proposed development will be taken from Marcus Dunes Court, adjacent to
the western site boundary. A residential vehicle cross over in accordance with IPWEA
Standard Drawing No. RS-049 and RS-050 will be constructed at the site entrance. Internal
driveways and garage openings have been designed in accordance with AS/NZS2890.1 –
Off-street car parking, to provide safe and suitable access and egress.
The site is provided with two (2) off-street car parks (garage). Additional visitor parking is
available within the proposed access drive.
5.0 WASTE MANAGEMENT
A bin storage area is to be provided within the site. It is proposed that the site be serviced
by Council Waste Collection Vehicles (WCV) from the street frontages.
6.0 STORMWATER MANAGEMENT
6.1 Legal Point of Discharge
Engineering Drawing C6142/18/IWMP01 attached within Appendix D indicates the Legal
Point of Discharge (LPOD) and existing stormwater drainage network available to the
development site.
Under existing conditions, stormwater runoff is conveyed from west to east as sheet and
minor channel flow towards the Bushland Reserve to the east.
6
Page 10
An existing stormwater pipe network conveys stormwater from the Noosa Dunes Group
Titled development towards a large (1.8m Dia x 3.0m Deep) rapid infiltration pit located
at the north-east corner of the site.
It is proposed to direct developed stormwater from the subject site towards the existing
Rapid Infiltration Pit, which is considered the Legal Point of Discharge.
Minor external catchment flows from the west will be contained in within the common
access driveway using a low (100mm) landscaped bund at the western boundary of the
site. Minor external flows from the south will be conveyed to the east using a 1.0m wide
swale drain to be constructed adjacent to the southern boundary of the site. Appropriate
scour protection will be installed in accordance with Section 4.5 of the Slope Stability
Assessment, prepared by Tectonic.
6.2 Stormwater Quantity Management
The site is located within a larger Group Titled residential subdivision and it has been
assumed that existing stormwater infrastructure available to the site has been
constructed to Council’s minimum standards and will be sufficiently sized to accept
developed site runoff with no on site detention required.
It should also be noted that, as the site is one of the last remaining vacant allotments
within the larger residential development, works over the subject site are considered a
minor modification to the catchment and will not create an actionable nuisance to existing
properties or Body Corporate stormwater infrastructure.
7
Page 11
6.3 Water Quality Management Plan
The total site area is 953m² and the proposed land use is urban residential.
An assessment has been undertaken to determine if the proposed development is subject
to State Planning Policy (SPP) water quality objectives. Trigger Questions have been
applied to the development to determine if SPP compliance is required. Refer to Table
6.3a for details.
Table 6.3a -State Planning Policy Trigger Questions
SPP Trigger Response
MCU with Land Area >2500m² No
- That results in >25% Imp Area N/A
- That results in ≥6 Lots N/A
REC with Land Area >2500m² and >6 Lots No
OPW with Disturbed Area >2500m² No
The above Table 6.3a demonstrates that compliance with SPP water quality objectives is
not required for the proposed development.
A rainwater tank will be installed with harvested roof area runoff to be used as a source
of water for non-potable reuse (pool top up) and landscape irrigation. This will provide
some measure of pollutant load reduction of typical nutrients (Total Suspended Solids,
Nitrogen and Phosphorous) by promoting infiltration and biological uptake of stormwater
runoff. The total volume of stormwater runoff discharging to the existing Rapid Infiltration
Pit will also be reduced.
It is proposed to direct hardstand areas to landscaped areas for water quality buffering
and gross pollutant removal wherever possible prior to discharge at the existing Rapid
Infiltration Pit within the Marcus Dunes Court road reserve.
8
Page 12
7.0 SEWERAGE RETICULATION
Refer to Engineering Drawing No. C6142/18/IWMP01 included within Appendix D for the
proposed sewer connection point.
An existing gravity sewer main is located within the Marcus Dunes Court verge to the
north of the site. An existing privately owner sewerage lift station is located at the north-
east corner of the site. It is assumed that this house connection branch will be located at
a suitable depth to service the proposed dwelling.
All internal sewer infrastructure will be designed by a suitably qualified Hydraulic
Consultant as part of a future plumbing application to Noosa Shire Council in conjunction
with Building Applications.
8.0 WATER SUPPLY
Refer to Engineering Drawing No. C6142/18/IWMP01 included within Appendix D for the
proposed water service connection point.
An existing water main and fire hydrant exists within the verge of Marcus Dunes Court to
the north of the site. The existing water meter should be located prior to/during
construction.
All internal water infrastructure will be designed by a suitably qualified Hydraulic
Consultant as part of a future plumbing application to Noosa Shire Council in conjunction
with future Building Applications.
9
Page 13
9.0 ELECTRICITY AND TELECOMMUNICATIONS
Refer to the Existing Site Plan by Reitsma, attached as Appendix B.
Underground electrical and telecommunications infrastructure exist within the verge of
Marcus Dunes Court and are located at the north-western corner of the site. It is
anticipated that the existing infrastructure will be suitable to service the proposed
development. A qualified Electrical consultant will be commissioned to prepare the
Electrical and Telecommunications design during the Building Application phase.
10.0 EARTHWORKS
The site has been subject to minor clearing works as part of previous sub-divisional works.
Construction works will be sympathetic to the existing topography, with the proposed
residential dwelling to be stepped in order to reduce the height of required earthworks
and retaining.
Earthworks required for the site are generally limited to trench excavation for internal
services and drainage infrastructure and minor cut (topsoil strip), minor shaping and
grading of existing levels to form building pads and access driveway profiles. Some minor
retaining will be required in order to provide level platforms. Details to be provided by a
suitably qualified structural engineer in conjunction with the Building Application.
10
Page 14
11.0 CONCLUSION
The proposed design and construction of a residential dwelling located at Lot 15, Marcus
Dunes Court, Castaways Beach may be readily serviced by existing infrastructure available
within or near the subject site.
Stormwater quantity management (peak flow management) is not required for the site
as stormwater discharge is directed to an existing stormwater drainage network, sized to
convey developed site stormwater. Flow diversion measures will ensure that minor
external catchment runoff is directed away from the proposed dwelling. The development
site is exempt from pollutant load reduction targets. It is proposed to direct hardstand
areas to landscaped areas for water quality buffering and gross pollutant removal prior to
discharge at Marcus Dunes Court road reserve.
There are no constraints or impediments to the proposed development that cannot be
overcome by sound engineering design and best practice construction methods.
11
Page 15
Appendix
A
Locality Plan
______________________________________
[OCR of page images]
Locality Plan
Page 16
“PROPOSED RESIDENTIAL DWELLING"
at LOT 15 MARCUS DUNES COURT, CASTAWAYS BEACH
for PLANET HOMES QLD
C6142/18/01
N PROPERTY DESCRIPTION
LOT 15 MARCUS DUNES COURT
Lot 15 on SP 1117212
Site Area = 0.095 Hectares
L.G.A. = NOOSA SHIRE COUNCIL (N.S.C.)
N.S.C. Reference: TBA
LOCALITY PLAN
/
|
il
/
NOOSA J jf |
NATIONAL Ji I
PARK |
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SUBJECT SITE
WH /
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\ \\ COASTAL
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MARCUS DUNES COURT: /
\\\ /
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an
IL |
0 100 200 300 400 500m
SCALE 1:5000 A1, 1:10000 A3
Job : C6142 DRAWING SCHEDULE JULY 2018
[DRG No. ] [DESCRIPTION ]
€6142/18/LO1 LOCALITY PLAN AND SCHEDULE OF DRAWING
(C6142/18/IWMPO1| | INTEGRATED WATER MANAGEMENT PLAN
SCALE 1:200 A1, 1:400 A3
wv | one DESCAPTION a] co PROIECT, OAAWNG TEE
> ov sass aaaa PROPOSED RESIDENTIAL DWELLING LOCALITY PLAN AND VVALSH
WA LSI | E engineers@walshengnetau eee etrreeeees [cents ee ccanc ce at LOT 15 MARCUS DUNES COURT, CASTAWAYS BEACH | SCHEDULE OF DRAWINGS CONSU LTING
W walsheng.net.au CHECKED. DIRECTOR APPROVAL
CONSULTING J 4 15/72 Wises Road, Maroochydore 0.4558 Req 4665 for PLANET HOMES QLD
PO Box 5512, Maroochydore BC Q 4558 ‘© This pian is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no :
ENGINEERS | «an. 39611482 716 FOR APPROVAL OT eae en rr ar anf oe coe eter eae | DRAWING No: C6142/18/LO1 REVISION
NOT FOR CONSTRUCTION reproduced, stored in a retrieval system or transmitted without the prior written permission of Walsh Consulting Engineers. Al ; Tord
FILENAME :08142-8-L01.0g-DATE 181718 393m Al Sheet Size [ Design: mvc [Drawn: MVC Date: JULY 18 intellectual property remains within Walsh Consulting Engineer. Al enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: SHEET: of
Page 17
Appendix
B
Existing Site Plan
_____________________________________
[OCR of page images]
Existing Site Plan
Page 18
Lot Descrip
SITE on
COVERAGE Legend Final loca on of walls, gardens, paved Sewer line loca on to be confirmed on site prior to
ZONED R20 15 areas TBC. on site by builder/client construc on of pool and/or proposed dwelling
Lot : Pool Water Exposed Aggregate Gravel/Stone Garden Beds
% ALLOWED
Plan : 50%
SP 111721 Sediment control measures to be Pool fencing and gates in accordance with local authori es
SITE:AREA
Area 954.00m2 taken on site during construc on regula ons + A.S. 1926.1 Loca on TBC. on site by builder/client
SITE COV.
Parish : AREA WEYBA2
259.96m Timber Deck Tiles/Paving Concrete Lawn
County : MARCH Final loca on of site drains to be All stormwater drains to be 100mmØ UVPC sealed system in
SITE COV. =27.2% confirmed on site by builder/client accordance with A.S. 3500.3 To disperse 170m2 max. roof area
Table of Content
Sh No: Layout Name Scale
01 Exis ng Site Plan 1:200
02 Proposed Site Plan 1:200
03 Ground Level Floor Plan 1:100
04 First Level Floor Plan 1:100
05 Ground Level Dimension Plan 1:100
06 First Level Dimension Plan 1:100
BUILDING ENVELOPE AS PER COVENANT
PLAN OF DEVELOPMENT PLANS 07 Eleva ons 1+2 1:100
EDG
08 Eleva ons 3+4 1:100
ON
EO
LAND SUBJECT TO LANDSLIDE HAZARD,
M BUSHFIRE HAZARD AND COASTAL
F BI
M
CO PERTY PROTECTION OVERLAYS. CONFIRM 09 Sec on 01a 1:50
TUM
SEWER COMPLIANCE REQUIREMENTS WITH THE
PRO
M/H
1172
1 PRIVATE CERTIFIER PRIOR TO 10 Sec on 01b 1:50
EN
SP 1
60 COMMENCEMENT
20.0 ' 45"
11 Slab Plan 1:100
55 0
91°
3,00
1802.°109' 15"
12 Roof Layout 1:100
1
APPROXIMATE SEWER HOUSE
APPPLOTTE
CONNECTION POINT - EXACT
13 Ground Level Reflected Ceiling Plan 1:100
ROX D FR
LOCATION TB ONSITE
16
SEW OM
PE
ELO 14 First Level Reflected Ceiling Plan 1:100
ER L REC
N
ATIO
E LOC RDS ENV
ING
INE ORD
ER LIN O
SEW ROM REC
OX
UILD 15 Ground Level Window Layout 1:100
LOC S
R
APP LOTTED F
P
NCE TED B
FO
A
ATIO
G FE IGN
DES
OT
TIN
EXIS 16 First Level Window Layout 1:100
N
54
PA
7.895
10.080' 00"
SCREW IN
TH
CONCRETE RL
20.04 113° 30' 25" 17 Ground Level Services Plan 1:100
2,00
94°
18 First Level Services Plan 1:100
0
11 09
0"
19 Perspec ve Views NTS
'2
TO
2.1
UNDER GROUND
PO
SERVICES
°
SEWER 20 Perspec ve Views
62
FB
M/H
AN
21 Perspec ve Views NTS
K
15.00 22 Health & Safety Notes N/A
6,000
30° 23' 00"
9.873
PARK RESEARVE
PE
G ENVELO
LOT 159
DES
IGN
CP 839188
MARCUS DUNES
ATE
ED BUILDIN
203° 30' 10"
19.565
D
BUI
COURT
LDIN
TO
DESIGNAT
PO
GE
FB
NVE
AN
16.00
LOP
K
E
6,000
22° 00' 05"
6.542
6,000
DESIGNATED BUILDING ENVELOPE
2,000
23.00 22.00 21.00 20.00 19.00 18.00 17.00
11.842 (42.793)
113° 30' 10" 113° 30' 10"
SEWER
M/H
LOT 16
01 Exis ng Site Plan 1:200
SP 111721
Revision Notes. Project Client Drawing Date Author
reitsma Figured dimensions only are to be taken from this drawing.
All dimensions, bearings, exis ng services, mandatory council
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
All works must comply with NCC, local authority and all relevant
geographical/wind category requirements. All cut and fill ba ers
are indica ve only and must be established and verified by
builder/client in rela on to proposed slab and/or floor levels
N Murray Residence
Lot 15 Marcus Dunes Court
Planet Homes QLD
Builder
Exis ng Site Plan 21/06/2018
Scale
TEAM
Revision
+61 7 5491 6834 13 Ridgewood Road. Any discrepancies must be communicated to the designer prior to These drawings are to be read in conjunc on with other
1:200 A
Caloundra commencement of works. Please note, builder specifica ons and relevant consultants drawings and reports. CASTAWAYS BEACH Stage Project Number Sheet Number
[email protected] QLD, 4551 signed contracts to take precedence over all Reitsma documenta on.
www.reitsma.com.au Australia © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767 QBCC Lic. No. 1234490 BDAQ Member
Qld 4567 P: 54 96 0748 WORKING DRAWINGS 4425 1 /23
M: 0438 152 508
Page 19
Appendix
C
Development Layout Plan
______________________________________
[OCR of page images]
Development Layout Plan
Page 20
Lot Descrip
SITE on
COVERAGE Legend Final loca on of walls, gardens, paved Sewer line loca on to be confirmed on site prior to
SITE COVERAGE
ZONED R20 R20 areas TBC. on site by builder/client construc on of pool and/or proposed dwelling
Lot : COVERAGE
SITE ZONED 15 Pool Water Exposed Aggregate Gravel/Stone Garden Beds
% ALLOWED
Plan : % ALLOWED 50%
SP 111721
50%2 Sediment control measures to be Pool fencing and gates in accordance with local authori es
ZONED
SITE:AREA
Area R20
954.00m 2 taken on site during construc on regula ons + A.S. 1926.1 Loca on TBC. on site by builder/client
% SITE AREA
ALLOWED 954.00m
2
SITE
ParishCOV.
:
SITE AREAAREA 50%
COV. WEYBA
259.96m
259.96m 2 Timber Deck Tiles/Paving Concrete Lawn
SITE AREA
County : 954.00m
MARCH2 Final loca on of site drains to be All stormwater drains to be 100mmØ UVPC sealed system in
SITECoverage
SITE
Site COV.
COV. =27.2%
: =27.2% (259.96m2)
SITE AREA
COV. confirmed on site by builder/client accordance with A.S. 3500.3 To disperse 170m2 max. roof area
SITE COV. =27.2%
OPEN TIMBER STAIR
WITH METAL STRINGER BUILDING ENVELOPE AS PER COVENANT
(DARK COLOUR) EXACT
NO. TBC ON SITE
PLAN OF DEVELOPMENT PLANS
MONY
LAND SUBJECT TO LANDSLIDE HAZARD,
BUSHFIRE HAZARD AND COASTAL
O M
C PERT SEWER
PROTECTION OVERLAYS. CONFIRM
COMPLIANCE REQUIREMENTS WITH THE
PRO
M/H
1 PRIVATE CERTIFIER PRIOR TO
6,24
1172
SP 1
60 COMMENCEMENT
201°.505' 45"
9
PROPOSED POOL PUMP/
0 NOTE - NOMINATED
3,00
1802.°109' 15"
FILTER LOCATION TBC BY 9
1
BUILDER/ CLIENT HARDSCAPING/LANDSCAPING ITEMS SUCH
APPROXIMATE SEWER HOUSE
APPPLOTTE
AC UNIT CONNECTION POINT - EXACT AS DRIVEWAYS/PATHS/GARDENS ETC. ARE
ROX D FR
LOCATION LOCATION TB ONSITE
16
ARCHITECTURAL SUGGESTIONS ONLY.
33
R.W.H
SEW OM
REFER BUILDERS SPECIFICATIONS
,2
LOCATION
15
ER L REC
N
ATIO
1800h (nom) TIMBER PALING E LOC S
INE ORD
ER LIN ECORD
FENCE / GATE - HEIGHT/ STYLE OX SEWFROM R
LOC S
TO MATCH EXISTING SITE FENCE PR
AP LOTTED
04
P
NCE
ATIO
2,00
1T2O B,A7LCONY
G FE UNDERGROUND
TIN
EXIS
N
CONCRETE WATER
54 7.895
0
104°.080' 00"
SCREW IN TANK EXACT SIZE TBC
2,4TO6ROOF
CONCRETE RL BY BUILDER/ CLIENT
92
13,T8O WALL
20.04 113° 30' 25"
9
3,T4O W1ALL
3
6,82
0
2,81
09
AC UNIT
0"
TAP CONC. LEDGE
9
'B'
8
2
TO
2.1
1'
UNDER GROUND
GATE
°1
PO
SERVICES
SEWER 7,382
62
FB
M/H M/BOX LOCATION
OX 5,9 STAIRS DOWN TO
AN
M/B
DECKING)
BUILDERS DETAILS
(RAISED
TO 91
DP
K
2.0m RENDERED AND
PAINTED BLOCK RETAINING W
15.00
(DECKING)
WALL TO BUILDERS DETAILS A LL PLAIN CONC. STEP
RENDERED AND PAINTED BLOCK WALL -
PROPOSED TBC ON SITE
30° 23' 00"
9.873
HEIGHT OF BLOCK WALL TO STRICTLY ALIGN
WITH GARAGE DOOR SPLITLINE HEIGHT GLASS
PARK RESEARVE
LAWN DWELLING POOL DP
PEBBLE
DP
GATE
8,741 POOL SHELL - 1200 H (MIN) FROM FINISHED GL. TO
CONSTRUCTION OF DRIVEWAY AND CROSSOVER TO BE IN
LS TAP TO RAISED POOL ACT AS POOL FENCING - TOP AND WATER LINE
LOT 159
ACCORDANCE WITH LOCAL AUTHORITIES REGULATIONS GRATED FACES OF POOL TO HAVE TILES (MITRED JOINTS) -
(FINAL SHAPE/SIZE TBC ON SITE BY BUILDER) DRAIN FINAL FINISHING TO BUILDERS DETAILS. POOL TO
CP 839188
TBC
POOL LOCATION BE RETAINING TO ENGINEERS DETAILS
MARCUS DUNES
PERSPEX PANEL TO POOL EDGE
203° 30' 10"
REFER ELEVATIONS/PERSPECTIVES
19.565
GAT
E
IN NOMLL
GLASS
GATE
POOL
GLASS
FA
NOML
COURT
CONCEALED
FAL
POOL
TO
SKIMMER BOX
GATE
DRIVEWAY LOCATION
PO
DRA
POOL FENCING AND GATE IN ACCORDANCE WITH
(EXPOSED AGG) LOCAL AUTHORITIES REGULATIONS + A.S. 1926.1
FB
DP (RAISED LOCATION TBC ON SITE BY CLIENT/BUILDER
TED
LS
AN
TOP OF FIRST DECKING)
GRA
RENDERED AND PAINTED BLOCK
16.00
K
RETAINING WALL TO BUILDERS
DETAILS - TBC ONSITE FLOORR.L. 23.550
NOML
FAL
NOML
FAL
TOP OF GROUND TOP OF GUEST/
SEWER LINE LOCATION TO BE CONFIRMED ON
SLABR.L. 20.500 LOUNGE SLAB SITE PRIOR TO CONSTRUCTION OF POOL AND
R.L. 20.050 PROPOSED DWELLING
22° 00' 05"
DOTTED LINE REPRESENTS DP
6.542
6,000
DESIGNATED BUILDING 16,831
TO WALL
ENVELOPE
6,000 DP
TAP
DP 12,529
2,900
TO OMP TO BALCONY
2,500
TO WALL
1 HWS
6,44
2,100
DRYING 12,709
TO WALL
TO ROOF
SERVICE COURT TO UPPER LEVEL ROOF
COURT
5,937
23.00 22.00 21.00 20.00 19.00 18.00 17.00
11.842 (42.793)
113° 30' 10" 113° 30' 10" ALL DOWNPIPES TO BE ART PLASTIC CLASSIC
R.W.H LOCATION AC UNIT PROPOSED CLOTHES PROPOSED REFUSE TBC BY BUILDER, 90mmØ OR EQUIVALENT TO SEWER
LOCATION LINE LOCATION LOCATION DISPERSE 33m2 MAX. STRICTLY NO COLLAR M/H
TIES (COLOUR TO MATCH CLADDING)
LOT 16
02 Proposed Site Plan
1:200
SP 111721
Revision Notes. Project Client Drawing Date Author
reitsma Figured dimensions only are to be taken from this drawing.
All dimensions, bearings, exis ng services, mandatory council
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
All works must comply with NCC, local authority and all relevant
geographical/wind category requirements. All cut and fill ba ers
are indica ve only and must be established and verified by
builder/client in rela on to proposed slab and/or floor levels
N Murray Residence
Lot 15 Marcus Dunes Court
Planet Homes QLD
Builder
Proposed Site Plan 21/06/2018
Scale
TEAM
Revision
+61 7 5491 6834 13 Ridgewood Road. Any discrepancies must be communicated to the designer prior to These drawings are to be read in conjunc on with other
1:200 A
Caloundra commencement of works. Please note, builder specifica ons and relevant consultants drawings and reports. CASTAWAYS BEACH Stage Project Number Sheet Number
[email protected] QLD, 4551 signed contracts to take precedence over all Reitsma documenta on.
www.reitsma.com.au Australia © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767 QBCC Lic. No. 1234490 BDAQ Member
Qld 4567 P: 54 96 0748 WORKING DRAWINGS 4425 2 /23
M: 0438 152 508
Page 21
Appendix
D
Engineering Drawing
______________________________________
[OCR of page images]
Engineering Drawing
Page 22
NOTE; HARVESTED RAINWATER TO BE
USED FOR POOL TOP UP AND OUTDOOR
LANDSCAPE IRRIGATION.
EXISTING SERVICE INFRASTRUCUTRE.
WATER METER LOCATION TO BE
CONFIRMED ONSITE.
EXISTING SEWER
MANHOLE AND
GRAVITY MAIN.
RAINWATER REUSE TANK. OVERFLOW TO BE
CONNECTED TO RAPID INFILTRATION PIT VIA
INTERNAL DRAINAGE NETWORK. LOCATION ]
AND SIZE TO BE CONFIRMED.
15.00
PROPOSED 100mm HIGH LANDSCAPED BUND
AT SITE FRONTAGE. DIRECT UPSTREAM
STORMWATER FLOWS TOWARDS COMMON
ACCESS DRIVEWAY/INTERNAL DRAINAGE
NETWORK.
|
I
PROPOSED RESIDENTIAL VEHICLE CROSSING IN
ACCORDANCE WITH IPWEA STANDARD DRAWINGS
RS-049 AND RS-050. CROSSOVER TO BE PROFILED
SUCH THAT EXTERNAL STORMWATER RUNOFF IS
CONTAINED WITHIN COMMON ACCESS DRIVEWAY. .
ii L
LOCALLY GRADE PAVEMENT TO:
REAS TO BE PLUMBED DIRECTL’
‘TO RAINWATER HARVESTING TANK VIA
VEGETATED SWALE FLOW CALCULATIONS
te= Smin
CONTRIBUTING CATCHMENT = 0.019ha
1% AEP = (1.2x0.7x0.019x332)/360 =0.015m"/s
SWALE FLOW CAPACITY CALCULATIONS
1% AEP OVERLAND FLOW
SWALE LONGITUDINAL GRADE = 10%
SWALE TOP WIDTH = 1.0
SWALE BASE WIDTH = 0.0m
LHS BATTER SLOPE = 1V:3
RHS BATTER SLOPE = 1V:3
MATERIAL = GRASS
FLOW DEPTH = 0.07m (1% AEP)
CAPACITY @ MAX DEPTH = 0.041m*/s
V=1.09m/s — DV = 0.08 (1% AEP)
FIRST FLUSH DEVICE.
EXISTING UPSTREAM ALLOTMENTS SUBJECT SITE
ex OL
FUTURE BOUNDARY FENCE —=> -_
cal 20m _!
a |_-—PROPOSED 1.0m WIDE CUT-OFF DRAIN
(MINIMUM LONGITUDINAL GRADE 10%) TO
—=—=~ DIRECT UPSTREAM STORMWATER RUNOFF
TOWARDS EASTERN BOUNDARY.
k
| a LANDSCAPED AREAS FOR WATER
| ) QUALITY BUFFERING PRIOR TO
| ° DISCHARGE. TYPICAL
o | E
o |
w
2 PUPPET EEE EEE Eee Pee eee eee eee Eee Eee eee A \, SWALE DRAIN - GENERAL ARRANGEMENT
2 IwMP/ — SCALE 1: 50 @ (A1), 1:100 @ (A3)
o \17.00
) \ \ \
° | PROPOSED 1.0m WIDE CUTOFF DRAIN. REFER DETAIL, RUNOFF TO
ae \ 1 DISCHARGE MINIMUM 8.0m FROM NEW DWELLING. PROVIDE FLOW
< \ DISSIPATION AND SCOUR PROTECTION AT OUTLET IN ACCORDANCE
s \ WITH SECTION 4.5 OF THE SLOPE STABILITY ASSESSMENT -
| EXT CMT o CATCHMENT AREA DETERMINED PREPARED BY TECTONIC, DATED 6" AUGUST 2018.
\ o BY EXTRAPOLATION OF SURVEY !
| ' 1 0.019Ha oe DATA. AREA TO BE CONFIRMED. |
| e |
{ eo
| eo
{ e
\ eo
4 eo
e
eo
o
eo
1 e
eo
e
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eo
eo
7
1
0 20 4.0 6.0 8.0 10.0m
SCALE 1:100 At, 1:200 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
» orsaas aaca 7] 20/0578 | DRAWING REVISED IN ACCORDANCE WITH SLOPE STABILTY ASSESSMENT] We [Jw PROPOSED RESIDENTIAL DWELLING INTEGRATED WATER MANAGEMENT VVALSH
VVALSH E engineers@walshengnetau § fo | foo Pp We | cece at LOT 15 MARCUS DUNES COURT, CASTAWAYS BEACH | PLAN ENGINEERS
W walsheng,net.au CHECKED DIRECTOR APPROVAL ENGINEER
CONSULTING J 4 15/72 Wises Road, Maroochydore @.4558 req 4665 for PLANET HOMES QLD
E N G | N E E RS pO fox Soe Maroochydore BC Q 4558 FOR APPROVAL ‘than for the ourposes of and sujet to the conditions prescribe DRAWING No: C6142/18/IWMPO01 REVISION: AQ
aN NOTFOR CONSTRUCTION meee ese
FILENAME : 05 142-184WNPOt.dug - DATE: 20/918 - 1:32am Al Sheet Size J Design:mvc | Drawn:mvc | Date: JULY 18 COUNCIL REFERENCE: SHEET: 1 of 1
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