DEVELOPMENT APPLICATION
D-2018/765
APPLICANT: Another Perspective
PROPOSAL: Dwelling additions and outbuilding
LOCATION: 55 Bass Street, WARRANE
RELEVANT PLANNING SCHEME: Clarence Interim Planning
Scheme 2015
ADVERTISING EXPIRY DATE: 13 February 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 13 February 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 [email protected]. Representations must be
received by Council on or before 13 February 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.
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
WARRANE
AP2018-1499 - PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
55 Bass Street
SHEET DRAWING TITLE
SITE PLANo1: (-)
EXISTING FLOOR PLANo2: (-)
EXISTING ELEVATIONSo3: (-)
Scale
Date
Drawn
Sheet
COVER SHEET
oo/o6N/A
No. DateAmendment Sheet
DA Plan Set.DA
Client / Project info:Designer:
21 December 2018
21 December 201801 - 06 PJ/MM CK
CheckDrawn
A
DRAINAGE PLANo1a: (-)
Not Bushfire ProneNot Bushfire Prone
ModerateN/A
7Engineer determinedEngineer determined
Unchanged62.76m²
CT64004/2
(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:ADDITIONAL FLOOR AREAS: TITLE REFERENCE:
PROPOSED FLOOR PLANo5: (-)
PROPOSED ELEVATIONSo6: (-)
EXISTING / PROPOSED SHED FLOOR PLAN / ELEVATIONSo4: (-)
Date Received 27/12/2018
45.2
45.4
45.6
45.8
1:200
21 December 2018
PJ
Scale
Date
Drawn
Sheet
o1/o6
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.
Init.DateAmendment
Client / Project info:
No.
FFL: Existing
PROPOSED ALTERATIONS
Designer:
This note to be included on all site plans
measurements only.Position of dwelling is from occupation
Courtesy of LIST State of TasmaniaCONTOURS DERIVED FROM LISTMAP DATABOUNDARIES SOURCED FROM TITLE0.2m contour interval
manufacturers specifications.
All materials to be installed according to
SITE PLAN
- Area of proposed works
(a)
(c)
122.81m² (16.80%)Proposed site coverage:Max. 50% of Site = 365.50m²Site Coverage:
452.64m² (61.92%)Proposed area free of impervious surfaces:impervious surfaces = 182.75m²
offreeMin. 25% of Site to be Impervious Surfaces:
10.4.3 - Site coverage and private open space for all dwellings
A1
CLARENCE COUNCIL INTERIM PLANNING SCHEMEEXPLANATORY NOTES:
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
Side setb
ack 2878
Existing
side setb
ack 4280
Bass Street
CarportExisting
ResidenceExisting
ShedExisting
extensionProposed shed
731m²CT64004/2
existing shedExtent of
57°40'15"
6.51
57°35'25"
6.10
57°13'45"
6.10
148°10'30"
40.25
326°45'00"
40.16
57°46'15"
17.68
Rear setback 1404
Rear setback 1401
Side setb
ack 3124
Side setb
ack 3228
Side setb
ack 6633
Side setb
ack 6589
Prop
osed deck setb
ack 2651
extensionProposed
deckProposed
(approx.)driveway Existing
Path
Date Received 27/12/2018
1:200
DRAINAGE PLAN
o1a/o621 December 2018
MM
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
Not to scaleTYPICAL AG DRAIN DETAIL
- Wet areas to comply with N.C.C. 3.8.1.2 and AS3740
Designer: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
depth and description of founding material.Refer to Soil Report for nominated foundingSoil Classification : Engineer determined
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
CarportExisting
ShedExisting
57°40'15"
6.51
57°35'25"
6.10
57°13'45"
6.10
148°10'30"
40.25
326°45'00"
40.16
57°46'15"
17.68
Bass Street
through roofvent to outside50mm UVPC
Plumbing stack
Plumbing stackd.p.
d.p.plumber)determined by (suitability to be O.R.G. with tap over
existing Council stormwaterconnected to100 UPVC pipe
existing Tas Water sewerconnected to100 UPVC pipe
Existing stormwater pipe
Existing sewer pipe
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
i.o.
i.o.
fall to one end100mm ag drain
fall to one end100mm ag drain
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:
to stormwaterPVC pit connected450 x 450 grated
to stormwaterPVC pit connected450 x 450 grated
d.p.
Drainage PlanFirst Floor
731m²CT64004/2
Geotextile filter
Pervious backfill
Crushed rock
Embankment
min. 1% gradientAg. drain @
400 min.
400 m
in.
Date Received 27/12/2018
EXISTING FLOOR PLAN
o2/o621 December 2018
PJ
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
1:100
Designer:
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
Ex Bed
Ex Bed
Ex Bed
Ex WC
Ex Bath
Ex Kitchen
Ex Lounge
Ex Dining
Ex Carport
Ex covered patio
(extent to be determined on site)Patio / steps / roof to be demolished
Ex steps
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
Date Received 27/12/2018
EXISTING ELEVATIONS
1:100
21 December 2018
PJ
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
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
o3/o6
North Elevation
East Elevation South Elevation
West Elevation
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
Date Received 27/12/2018
Floor PlanExisting Shed
DeckExisting
ShedExisting
Shed
Store
ShrWC/
820
77
0
1103780110
1102490901200110
4690
90
3000
110
8000
4000
North Elevation
East Elevation
South Elevation
West Elevation
Existing Shed Elevations
Total Floor Area: 32m²Additional Floor Area: 14.00m²Floor PlanProposed Shed
North Elevation
East Elevation
South Elevation
West Elevation
Proposed Shed Elevations
FFL
NGL
FFL
2200
PP
NGL
Hig
hli
ght
06-0
9A
W (
DG
)H
ighli
ght
06-0
9A
W (
DG
)H
ighli
ght
06-0
9F
AW
(D
G)
@ 15º pitchColorbond roof
W01
W02
W03
08-2
0F
W
06-12FW
Ex 0
8-2
0F
W
Re-usedEx 06-12FW
Re-usedEx 06-12FW
FFL
2200
PP
@ 5º pitchLaserlite roof
@ 15º pitchColorbond roof
@ 5º pitchLaserlite roof
FFL
2200
CL
NGL
to match existingTimber weatherboards
W03 W02 W01AW (DG)
06-09AW (DG)
06-09AW (DG)
06-09
2100
16.00m²Timber Deck
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
SHED FLOOR PLAN / ELEVATIONSEXISTING / PROPOSED
glazing units.on site prior to ordering
checked and/or confirmedALL window sizes to be
o4/o621 December 2018
PJ
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
1:100
Designer:
Articulation joints
Smoke Alarm (interconnected where more than 1)
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
Date Received 27/12/2018
Ex Bed
Ex Bed
Ex BedEx Bath
Ex Kitchen
Ex Lounge
Ex Dining
Up
82
0
82
0
82
0
82
0
W.M
.
L'dry WC
Bed 2
Bed 1
Ensuite
5800
110 1020 90 4470 110
51090510
90
3990
110
1110
110
2520
1000
90
1580
2000
110
4590
90
510
110
110 1800 90 3690 110
110
2430
90
2670
110
1104470901020110
06-2
1A
W (
DG
)
15-21AW (DG)
Robe
Robe Robe
Up
Ex Carport
Additional Floor Area: 31.38m²Ground Floor
Additional Floor Area: 31.38m²First Floor
21-18SD (DG)
5.0m²Timber Deck
W03
W01W02
Opaque
12-1
2A
W (
DG
)
W04Ex covered patio
Robe
110 670 90 1050 90 1750 90 1840 110
Bed 2Stairs
WCHallL'dry
L'd
ryH
all
Sta
irs
W.C
.
RR
Bed 2
5300
5410
2500
5800
Bed 1 / RobeEns
Ensuit
eS
tair
s
RB
ed 1
Deck
Bed 1Stairs
Deck
2520110
Stairs
Deck
ab
ov
e
SHS post89 x 3.5
Handrail Handrail
Plumbing stack
box gutterProposed
Fall
as necessary)(adjust existing roof Proposed rainhead
17
00
HP
riv
acy
scre
en
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
PROPOSED FLOOR PLAN
glazing units.on site prior to ordering
checked and/or confirmedALL window sizes to be
o5/o621 December 2018
PJ
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
1:100
Designer:
Articulation joints
Smoke Alarm (interconnected where more than 1)
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
Date Received 27/12/2018
North Elevation
East Elevation
West Elevation
06-21AW (DG)
Opaque12-12AW (DG)
NGL
NGL
NGL
FC Cladding
FC Cladding
FC Cladding
@ 5º pitchColorbond roof
CL
FFL
FFL
CL
FFL
CL
FFL
CL
FFL
CL
FFL
CL
2400
300
2400
2400
300
2400
2400
300
2400
W03
W04
per P
D4.1
envelope as
Building
Tit
le b
ou
nd
ary
South ElevationT
itle
bo
un
dary
as per P
D4.1
Building envelop
e
@ 5º pitchColorbond roof
NGL
FC Cladding
FFL
CL
FFL
CL
2400
300
2400SD (DG)
21-18
15-21AW (DG)
W01
W02
SHS post89 x 3.5 window
framedAluminium
Max. buil
din
g h
eig
ht
6379
Max. buil
din
g h
eig
ht
6379
1700HPrivacy screen
rainheadProposed
1700HPrivacy screen
WARRANE
55 Bass Street
PROPOSED GARRARD & ROSENZWEIG ALTERATIONS
AP2018-1499
[email protected]:Fx: (03) 6231 4166Ph: (03) 6231 4122LIC. NO. CC2204H (A. Strugnell)NEW TOWNPO BOX 21ANOTHER PERSPECTIVE PTY LTD
PROPOSED ELEVATIONS
1:100
glazing units.on site prior to ordering
checked and/or confirmedALL window sizes to be
21 December 2018
PJ
Scale
Date
Drawn
Sheet
Init.DateAmendment
Client / Project info:
No.
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
o6/o6
Date Received 27/12/2018