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DEVELOPMENT APPLICATION
D-2018/689
APPLICANT: Cunic Homes
PROPOSAL: Dwelling
LOCATION: 44 Athena Drive, RISDON VALE
RELEVANT PLANNING SCHEME: Clarence Interim Planning
Scheme 2015
ADVERTISING EXPIRY DATE: 23 January 2019.
In addition to the Application Form(s), Certificate of Title(s) and any associated
consent documents the following information is available on request:
• Nil
The relevant plans and documents can be inspected at the Council offices, 38 Bligh Street, Rosny Park,
during normal office hours until 23 January 2019.
Any person may make representations about the application to the General Manager, by writing to PO
Box 96, Rosny Park, 7018 or by electronic mail to clarence@ccc.tas.gov.au. Representations must be
received by Council on or before 23 January 2019.
To enable Council to contact you if necessary, would you please also include a day time contact
number in any correspondence you may forward.
Any personal information submitted is covered by Council’s privacy policy, available at
www.ccc.tas.gov.au or at the Council offices.
SHEET DRAWING TITLE
Scale
Date
Drawn
Sheet
COVER SHEET
oo/o3N/A
No. DateAmendment Sheet
DA Plan Set.DA
Client / Project info:
CheckDrawn
SITE PLANo1: (A)
FLOOR PLANo2: (A)
ELEVATIONSo3: (A)
A
Designer:
DRAINAGE PLANo1a: (A)
APPROVALCUNIC
DA
BA
BC Date RS Date TC Date
(REFER TO STANDARD NOTES FOR EXPLANATIONS)DESIGNED B.A.L:CERTIFIED B.A.L:CORROSION ENVIRONMENT:ALPINE AREA:CLIMATE ZONE:SOIL CLASSIFICATION:WIND SPEED:PORCH/DECK AREAS:FLOOR AREAS: TITLE REFERENCE:
21 June 2018 RJ CKExtend front porch to connect to driveway & replace 820 swing door with 820 CSD to Garage.
TBCTBCTBC
Moderate7
TBCTBC
4.75m²127.58m²
Not Issued
H405 - PROPOSED RESIDENCE
Lot 48, Athena Drive,
RISDON VALE
21 June 2018
01-03 21 June 2018 RJ CK
& Electrical Drainage
01-03
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
Received 16/11/2018
104
105
106
106
1:200Scale
Date
Drawn
Sheet
SITE PLAN
o1/11Init.DateAmendment
Client / Project info:
No.
PROPOSED NEW RESIDENCE
Designer:NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to
GARAGE FFL: 105.14HOUSE FFL: 105.50
17 April 2018
ST
A cover sheetChanges as per
21 Jun. 18 RJ
B cover sheetChanges as per
30 Nov. 18 MM
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H40544 Athena Drive,
RISDON VALE
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL 12.5)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets 11d & 11e
42.09
20.759.28
32.96
WID
E CREA
TED B
Y B305877
RIG
HT O
F WAY (PR
IVATE) 10.00
DRAINAGE EASEMENT 2.5
0 WIDE
105.05Cut @
Sid
e se
tbac
k 15
00
Sid
e se
tbac
k 10
50
Sid
e se
tbac
k 15
00
Side setback 6701
Side setback 1700
Rear set
back 106
94
Rear set
back 134
43
Front setback 9218
Front setback 7704
P1P2
31.55m²driveway
Conc.
Ath
ena Drive
(a)
(c)
127.58m² (24.63%)Proposed site coverage:Max. 50% of Site = 259.00m²Site Coverage:
10.4.3 - Site coverage and private open space for all dwellings
A1
CLARENCE COUNCIL INTERIM PLANNING SCHEMEEXPLANATORY NOTES:
356.46m² (68.81%)Proposed area free of impervious surfaces:impervious surfaces = 129.50m²
offreeMin. 25% of Site to be Impervious Surfaces:
AS2890.1:2004accordance with& grades to be inDriveway transitions
Max. Gradient = 1:10(min. dimension 4.0 m)
24m²10.4.3 - A2(a)(i)&(f)
POS
518m²CT175950/48
1:2 where sand1:1 where claySoil to be battered at:
1200
1:200
DRAINAGE PLAN
o1a/o3Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
- Wet areas to comply with N.C.C. 3.8.1.2 and AS3740
Designer:
downpipe calculationsRefer to Roof Plan for
with AS/NZS3500 part 2 & 3All materials and construction to comply
NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to
RJ
21 June 2018
A cover sheetChanges as per
21 Jun. 18 RJ
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
depth and description of founding material.Refer to Soil Report for nominated foundingSoil Classification : ?
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL T.B.C.)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets T.B.C.
20.75
42.09
9.28
32.96
to stormwaterdrain connectedoutdoor unitHeat pump
stormwaterconnected tooverflowHot water
Tas Water sewerconnected to100 UPVC pipe
through roofvent to outside50mm UVPC
indoor unitHeat pump
tap overO.R.G. with
450 x 450 gratedPVC pit connectedto stormwaterdp
dp
dp
TasWater at the developer's costdual check valve installed byDN20 Water meter with integral
Water conn.
2.3 MRWA Edition 1.0 and TasWater’s supplements to these codes.Australia Melbourne Retail Water Agencies Code WSA 02 -2002 Version WSA 03 -2011-3.1 Version 3.1 MRWA Edition V2.0 and Sewerage Code of All works are to be in accordance with the Water Supply Code of Australia
cleared. and at the high point to make the effect of a blockage visible and enable a blockage to be 4. Provide additional grated pits / or inspection openings along the length of the ag drain
geofabric (to the underside of clay capping).3. Install a geotextile filter sock to the slotted drain, and enclose the whole drain in
system.2. Ag drain to have a minimum 1% fall to a grated pit which drains to the stormwater
water should be dealt with separately).is under a paving slab etc (ag drains are designed for removal of ground water, surface 1. Ag drain to be capped with 300mm of clay to prevent ingress of surface run-off unless it
Where ag drain is < 1.5m from footing, the following engineering principles are required:
100mm ag drainto base of cut
i.o
(conn. point TBC on site)Council stormwaterconnected to100 UPVC pipe
(trafficable)150 Grated drain
450 x 450 gratedPVC pit (trafficable)connectedto stormwater
Council at developer’s costprior to construction byconnection to be installedproposed stormwaterIf no connection point existsNOTE:
through roofvent to outside50mm UVPC
Tap
Received 16/11/2018
30°
30°
16300
2406800903310902200903240240
689060803330
240
3325
90
510 90 5
10
90
3000
240
510
90
2850
450
8095
8545
14760 1540
1800 500 4530
24069602500901400903240240
1100
240
3000
240
900
240
4525
90
510
90
2850
240
3450
450
3480
4615
9003760902220901000 90
1110 90
1000
1110
90
3450
240
3285
90
1150
90
250
2750
12201220240150072703270902150
FLOOR PLAN
Articulation joints glazing units.on site prior to ordering
checked and/or confirmedALL window sizes to be
o2/o3Date Sheet
Init.DateAmendment
Client / Project info:
No.
1:100
Smoke Alarm (interconnected where more than 1)
W03 & W04 satisfy A1.PD4.1 clause 10.4.4
Designer:
Copyright of Cunic Homes Pty Ltd
Scale
Drawn
NOT to cladding.external edge of studwork
cladding, dimensioning is to NOTE: For lightweight
NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to
FLOOR AREA = 127.58 sqm
17 April 2018
ST
A cover sheetChanges as per
21 Jun. 18 RJ
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL T.B.C.)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets T.B.C.
Up
21-18SD 15-15AWOpaque10-09AW
Opaque10-12AW
18-0
6A
W
21-2
4 R
oller door
770 770
770 770
770 770
770
15-15AW
820
820
820820
820
820
Bulkhead
Meter Box
HW
W.M.
Ref
M.W.
Heat Pump
DW
RH, UBO
Bed 1
Bath
Bed 2
Hall
Robe
Robe
Ens.
Linen
Kitchen
Bed 3
Robe
Dining
Living
Entry
Garage
L'dry
FFL 105.50
Bath Bed 3Bed 2
RobeLinen
RR
Bed 1 / E
ns.
Kitchen
Bed 2
Bath
Bath
Ens. KitchenBed 1
L'ding
Entry PorchRobe Hall
Gara
ge/ L'dry
Porc
h
L'din
gLivin
g / Dinin
gBed 3
R
Bed 3
Step
Laundry/ Garage
Dining/ Living
Hall
Up
FFL 105.14
St.
Entry
Livin
g
L
P
Outdoor Unit
to dooradjacentplumbingShower
to dooradjacentplumbingShower
AW
18-0
6
10-09AW
Up
Refer to SheetWall insulation
St
15-1
5A
W
06-18AW
(inc. steps) 2.07m²Timber L'ding
2.68m²Timber Porch
820
W01
W02
W05W06W07W08W09
W10
W04
W03
Porch
Subflooraccess
Received 16/11/2018
2400
2760
2400
Max b
uildin
g h
eig
ht 5063
2400
Max b
uildin
g h
eig
ht 5063
360
2400
2760
360
ELEVATIONS
1:100 o3/o3
glazing units.on site prior to ordering
checked and/or confirmedALL window sizes to be
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
Designer:
Copyright of Cunic Homes Pty Ltd
NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to 17 April 2018
ST
A cover sheetChanges as per
21 Jun. 18 RJ
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL T.B.C.)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets T.B.C.
CL
AW18-06
AW18-06
CL
FFL 105.14
vertical claddingScyon Axon 133
AJAJ
AJ
15-15AW
CL
15-15AW
10-09AWOpaque10-09AW
15-15AW
AJAJNGL
windowframed
Aluminium
AJ
CL
AJ
NGL
brickFace
Title b
oundary
Title b
oundary
SD21-18
PorchTimber
Title b
oundary
FFL 105.50
FFL 105.50
FFL 105.50
North Elevation
East Elevation
South Elevation
@ 22.5º pitchColorbond roof
as per P
D4.1
Building envelop
e
as per P
D4.1
Building envelop
e
as per P
D4.1
Building envelop
e
L'dingTimber
L'dingTimber
PorchTimber
W05
W07W08
W09
W06
W04 W03
W10
L'dingTimber
CLCL
Opaque10-12AW
AJ NGL
brickFace
AJ
windowframed
Aluminium
FFL 105.14
West Elevation
@ 22.5º pitchColorbond roof
06-18AW
W01
W02
Subflooraccess
FFL 105.50
Title b
oundary
Received 16/11/2018
350
ELECTRICAL PLAN
1:100
--/--Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
SINGLE POWER POINT
DOUBLE POWER POINT
WATER PROOF POWER POINT
LIGHT SWITCH
SENSOR LIGHT
TV CONNECTION POINT
TELEPHONE CONNECTION POINT
CAT 5 CONNECTION POINT
FLOOD LIGHT
DUCTED VACUUM POINT
SECURITY SYSTEM KEYPAD
SECURITY SYSTEM SENSOR
LEGEND
2 x 900 MM FLUORESCENT LIGHT POINT (36W)
2 x SLIM T5 900 MM FLUORESCENT LIGHT POINT (28W)
DOWNLIGHT POINT (UNVENTED) (35W)
STANDARD CEILING LIGHT POINT (20W)
WALL LIGHT POINT (30W)
FAN / HEATER / LIGHT (50W)
TREAD LIGHTS (2W)
SMOKE ALARM (INTERCONNECTED WHERE MORE THAN 1)
Designer:
(SUITABLE FOR & FITTED WITH INSULATION OVER)LED DOWNLIGHT POINT (10W)
EXHAUST FAN (VENTED TO OUTSIDE)
NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to
(W = Wattage e.g. 35W = 35 Watts.)
ST
17 April 2018
A cover sheetChanges as per
21 Jun. 18 RJ
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL T.B.C.)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets T.B.C.
Meter Box
HW
W.M.
Ref
M.W.
Heat Pump
DW
RH, UBO
Outdoor Unit
d.p.
d.p.
d.p.
Received 16/11/2018
--/--Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
1:100
consultation with designerare not to be altered withoutPosition and quantity of downpipes
catchment areas, NOT plan areas.Area's shown are surface areas /
Designer: ROOF PLAN
for alternativesAS1684, or refer to AS1684
screws to comply with 100mm type 17, 14g bugle
Batten fixings:
alternatives.or refer to AS3566 for
seal to comply wth AS3566 50mm M6 11 x 50 EPDM
Colorbond fixings:
@ 900¢ nom.75 x 38 F8
Batten spacing:
fascia. 10 mm below the top of the
gutter installed a minimum of with the front bead of the
Controlled front bead height N.C.C. Table 3.5.2.4:
REQUIREMENTS as per GUTTER OVERFLOW
NOTES
Builder to verify all dimensions and
All work to be carried out in accordance
Dimensions to take precedence over scale.
levels on site prior to commencement of work
Do not scale from these drawings.
with the current National Construction Code.
manufacturers specifications.
All materials to be installed according to
RJ
21 June 2018
PROPOSED RESIDENCE
info@anotherperspective.com.auEmail:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
H405Lot 48, Athena Drive,
RISDON VALE
THIS DWELLING IS BEING CONSTRUCTED IN A BUSHFIRE PRONE AREA (BAL T.B.C.)
Builder to ensure that all construction methods / materials comply with AS3959 - 2009 and sheets T.B.C.
DownpipesRequired
providedDownpipes
hA
cA
eA
cdpA
cdp ÷ AcA
Area of Roof (including 115mm Quad gutter) (m²)
DRI
6555 Cross sectional area of assumed 57 x 115 Quad Gutter. (mm²)
DOWNPIPE AND ROOF CATCHMENT AREA CALCULATIONS (as per AS/NZS 3500.3)
Catchment area per Downpipe (determined from Figure 3.5(A) from AS/NZS 3500.3) (m²)
Design Rainfall Intensity (determined from Figure E8 from AS/NZS 3500.3)
x Slope factor (Table 3.2 from AS/NZS 3500.3) (1.21 for 22.5° pitch) (m²)hA
153.68
185.95
100
64
2.91
3
Fall
refer to N.C.C. 3.5.2.5 (b)than 1.2m away from valleyWhere downpipes are further
@ 22.5° pitchColorbond roof
Fall
d.p.
Fall
Fall
Quad gutterColorbond115 x 57
61.53m²Catchment area 1
61.50m²Catchment area 2
62.94m²Catchment area 3
d.p.
FallFall
d.p.
Received 16/11/2018