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APPLICATION FOR PLANNING APPROVAL
APPLICATION NO: DA-2018-409
NAME OF APPLICANT: Mr D Susa
INTENTION: Dwelling
LOCATION: 12 Eelmat Court, Coningham
Any representation must be lodged in writing with the General Manager, 15 Channel
Highway, Kingston 7050 or by email to kc@kingborough.tas.gov.au by 30-Nov-2018.
DDEEVVEELLOOPPMMEENNTT AAPPPPLLIICCAATTIIOONN
Application Number: DA-2018-409
Proposed Development: Dwelling
Location: 12 Eelmat Court, Coningham
Applicant: Mr D Susa
Responsible Planning Officer: Emerald Febey
Associated Documents:
The following information regarding the application is available at Council offices:
Application form
Certificate of Title
Bushfire Hazard Assessment
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor SusaLOCATION PLAN
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
A.0.1
REVISION NO.
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
map
© COPYRIGHT AND DISCLAIMER . Map data is compiled from a variety of sources and hence its accuracy is variable. If you wish to make decisions based on this data you should consult with the relevant authorities. Apart from any use permitted under the Copyright Act 1968, no part of the report may be copied without the permission of the General Manager, Land Tasmania, Department of Primary Industries, Parks, Water and Environment, GPO Box 44 Hobart 7001.
www.thelist.tas.gov.au
Generated at: 11:35 on 11-July-2018 User: Public 1Page: 1 of
www.thelist.tas.gov.au
A.0.1 LOCATION PLAN1:0.73
TITLE 00000000WIND SPEED N2SOIL CLASS MTHERMAL CLIMATE ZONE 7CORROSION ENVIRONMENT MODERATEBUSHFIRE BAL 19
BUILDING DESIGN DESIGN BUREAU TASMANIASTRUCTURAL ENGINEERBUILDING SURVEYORDRAFTING DESIGN BUREAU TASMANIAWASTE/STORM WATER GEO SOLUTIONSBUSH FIRE GIFFORD BUSHFIRE RISK ASSESSMENTENERGY NRG
ADMINISTRATION BY OWNER
ATTACHMENTS1. LAND TITLE2. BAL ASSESSMENT PLAN3. GEO-ENVIRONMENTAL ASSESSMENT4. ECOLOGIST REPORT5.6.7.
DRAWING REGISTER
A.0.1 LOCATION PLANA.0.2 SITE PLANA.1.1 GROUND FLOOR PLANA.1.2 ROOF PLANA.1.3 PLUMBING PLANA.1.4 REFLECTIED CEILING PLANA.2.1 WINDOW/DOOR SCHEDULEA.2.2 TYPICAL WET AREA DETAILA.2.3 TYPICAL WET AREA NOTESE.0.1 NORTH ELEVATIONSE.0.2 SOUTH ELEVATIONSS.0.1 SECTION 01
THESE DRAWINGS ARE MADE BY DHK TO COMPLY WITH THETASMANIAN PLUMBING CODE 2013, PLUMBING CODE OFAUSTRALIA, BUILDING CODE OF AUSTRALIA AND THENATIONAL CONSTRUCTION CODE; WHICH ARE DECREEDALIGNED. THE REFERENCED STANDARDS THEREIN SHOULDBE APPLIED. ALL WORKMANSHIP, MATERIALS, TECHNIQUES,DESIGN SHOULD BE COMPLIANT WITH THESE. THESEDRAWINGS MAY USE PROVISIONAL & DIAGRAMATICMEANS TOWARD ACHIEVEMENT OF THE GOALS OF THESECODES & AS A INSTRUMENT TO ASSIST LICENSEDTRADESPEOPLE, AUTHORITY OFFICERS, BUILDINGSURVEYORS & BUILDERS APPLY THEIR EXCELLENCE FORBRAVE PRACTICAL OUTCOMES WHILST ACKNOWLEDGINGTHE VALUE OF THESE CODES & THE PARTLY PATHETICLITIGIOUS & INSURANCE HINDERANCES THAT INFLUENCEAGAINST CIRCUMSTANTIAL PRAGMATICS.THESE DRAWINGS MUST BE READ IN CONJUNCTION WITHALL OTHER DOCUMENTS PERTINENT TO THIS PROJECTINCLUDING ANY ENGINEERING & ENERGY ASSESSMENTS.THESE DRAWINGS ARE FOR ASSESSMENT UNDER THENATIONAL CONSTRUCTION CODE AS SUCH ARE SUITABLEFOR USE IN CONSTRUCTION, HOWEVER ALL OTHERMATTERS OF DESIGN SUCH AS FORM & MATERIAL OPTIONSARE SUBJECT TO OWNER CONFIRMATION PRIOR TO ANYPURCHASING, ORDERING OR CONSTRUCTION.
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor SusaSITE PLAN
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
A.0.2
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
21,3
97
29,99277
,624
80,917
7,214
5,221
14,486
1,198
8,705
6,311
3,078
5,693
3,29
4
8,789
5,839
2,939
44,044
1,258
21,532
6,520
3,000
4,902
5,660
1,394
5,262
1,694
2,110
clear trees to
this point a to
achieve BAL 19 as per fire assessors
preliminary assessment se
e plan
attached
please note - the vehicular access must be constructed inaccordance with the Tasnamnian Standard Drawings (TSD-RO3,
TSD-RO4, TSD-E01 and TSD-RF01) and be sealed to match theexisting road surface from the edge of the carriageway to the
lot boundary.
please note - the vehicular access must be constructedin a standard grey concrete with a broomed non-slip
finish from the kerb crossing layback to the lot boundaryin accordance with the Tasmanian Standard Drawing
(TSD-RO9, TSD-E01 and TSD-RF01).
existing tre
e to be removed
AWS unit
40
4142
grated pit
control valve IO
NOTESurvey by Peter Binny SurveysBoundaries shown hereon are a preliminary re-definition of the land for planning purposes only andshould not be considered as an authoritative re-definition of the correct boundary location.
Before commencement of any building workboundaries shown hereon should be verified by a fullcadastral re-definition of the land.
Visible services located only.Other services may exist.
Peter Binny Surveyeys and DHK architecture acceptsno responsibility for the improper use of boundaryinformation shown on this plan.
Do not remove this note from this or subsequent plansuntil boundaries shown have been verified.
FLOOR AREA
DWELLING GND FLOOR 264.91m²DECK 1 19.06m²DECK 2 31.62m² TOTAL AREA: 315.59m²
* FLOOR AREA IS THE AREA MEASURED OVER THEENCLOSING WALLS OF THE BUILDING
CONTOUR INTERVAL: 0.2m
PROPOSED NEW RESIDENCEGARAGE FLOOR FFL: 40,600FIRST FLOOR FFL: 41,500
LEGEND
PROPOSED HOUSE
CARPARKING/DRIVE
DECKS/WALKWAYS
PROPOSEDDWELLING
GARAGE
HOUSE
HOUSE
DECK 2
DECK 1
BAL 19 5,83
7
14,702
5,135
8,169
1,652
6,561
2,992
2,000
A.0.2 SITE PLAN1:250
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor SusaGROUND FLOOR PLAN
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
A.1.1
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
1
234
1
234
W
F
14,4963,600 7,600 3,090
1,80
4
4,30
04,
090
110
4,809
1,800
3,700
2,5101,000
3,000
3,066
5,901
8,400
14,430
1,20
0
1,300
3,110 3,000
1,394
2,70
0
1,614
3,00
0
FFL 41.500 R.L +/-
FFL 40.600 R.L +/-
01S.0.
1
02 E.0.
1
03E.0.2
04E.0.
2
OPAQUE WINDOWS FOR PRIVACY
W-121
W-111
W-131
W-221
W-231
W-241
D-061
W-171
W-091
W-081
W-141
D-031
D-041
W-201
W-041
W-051
W-021
W-011
W-031
W-061
W-251
W-1
61
W-191
D-0
11
W-1
81
D-021
W-1
51
D-0
5 1
W-211
D-071
W-101
W-261
garage sink
B
C
S
T
D
LEGEND
1. walk-in wardrobe 2. master bedroom 3. master bathroom 4. bedroom 5. laundry 6. hallway 7. garage 8. guest living 9. guest bedroom
carpet
exposed slab
ceramic tiles
wood/bamboo floorboard
timber deck
FLOOR FINISH LEGEND
hempkote panels
steel frame internal walls
WALL LEGEND
P01:
P02:P03:10mm render75mm AAC panel30mm cavity90mm steel stud structure
10. guest bathroom11. bedroom12. bathroom13. hallway14. living15. dining16. kitchen17. office/bedroom18. entry foyer
P03: AAC panel wallw/ render
P01:external air film15mm external render90mm HempKote Panelbreathable wrap90mm frame with insulation10mm MgO boardinternal air film
P02:10mm plasterboard90mm steel stud10mm plasterboard
WR
P01
P01
P01
P01
P01
P01
P03
P03
P03
P03
P01
P03
P03
P03
02
01
03
04 05
0607
0809
10
11
12
13
14
15
16
17 18
12345
5R(180 mm)
4G(250 mm)
W
W-071
B
B
B
CC
T
C
T
B
C B
S
CC
T
C
B
T
N
A.1.1 GROUND FLOOR PLAN1:100
TIMBER CLASSIFICATION AND FRAME CONSTRUCTION - INACCORDANCE WITH AS 1684.4 - 2010 'RESIDENTIAL TIMBER FRAMEDCONSTRUCTION'External wall framing: Load bearing > 2700mm: 90x35 F17 Studs @ 600 crs </= 2700mm: 90x35 MGP10 Studs @ 600 crs Non-Load bearing: 90x35 MGP10 Studs @ 600 crs Plates: 90 x 35 top plate / 90 x 45 Ribbon plate MGP10 Double studs adjacent to openings > 900mm wide Internal wall framing: Load bearing > 2700mm: 70x35 F17 Studs @ 600 crs </= 2700mm: 70x35 MGP10 Studs @ 600 crs Non-Load bearing: 70x35 MGP10 Studs @ 600 crs Plates: 70 x 35 MGP10
HARD WIRED SMOKE ALARMS - IN ACCORDANCE WITH BCA PART3.7.2.2Smoke alarms must—(a) be located in—(i) Class 1a buildings in accordance with 3.7.2.3; and(ii) Class 1b buildings in accordance with 3.7.2.4 and 3.7.2.5; and(b) comply with AS 3786, except that in a Class 10a private garagewhere the use of the area is likely to result in smoke alarms causingspurious signals, any other alarm deemed suitable in accordance withAS 1670.1 may be installed provided that smoke alarms complying AS3786 are installed elsewhere in the Class 1 building; and(c) be connected to the consumer mains power where consumerpower is supplied to the building; and(d) be interconnected where there is more than one alarm or wifi &Part 3.7.2.3 Smoke alarms must be installed on or near the ceiling in:(a) any storey containing;I. Between each part of the dwelling containing bedrooms and theremainder of the dwelling; andII. Where bedrooms are served by a hallway; and(b) any other story containing bedrooms.
CEILING HEIGHTS - IN ACCORDANCE WITH BCA PART 3.9.2 - 2400MMMINIMUM IN HABITABLE ROOMS.
SANITARY COMPARTMENT - IN ACCORDANCE WITH BCA PART 3.8.3.3Door must: a)Open Outwards; b)Slide; c)Be removable from the outside(escape hinges), or; d)Have a minimum clearance of 1200mm from door andtoilet.
WET AREAS - IN ACCORDANCE WITH BCA PART 3.8.1 (a) Wet areas; Bathrooms, showers, laundry and sanitarycompartments to be waterproofed or water resistant in accordancewith BCA Table 3.8.1.1(b) Walls and ceiling to be lined with wet area (water resistant)plasterboard or 6mm cement sheeting.(c) Wet area waterproof membrane, system and installation to bestrictly in accordance with manufacturer's instructions, BCA Part 3.8.1and AS 3740
INSULATION(a) Install reflective foil to all external walls and roof, breathable foil toclad walls.(b) Bulk insulation to external walls and all ceilingS.(c) Refer to energy efficiency calculations by others for fullspecifications
ENERGY REQUIREMENTS:CEILING - R4.5ROOF - R1.3 SISALATION BLANKETWALLS - R2.5 + WALL WRAPINTERNAL WALLS - R2.0 TO GARAGE, L'DRY, BATH & WALLSCONNECTING TO ROOF SPACEFLOOR - NONEWINDOWS GLAZING - DOUBLE GLAZEDFRAMES - uPVCWINDOW MANUFACTURER - AWS
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor SusaROOF PLAN
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
A.1.2
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
01S.0.
1
02 E.0.
1
03E.0.2
04E.0.
2
external wallsdotted below
bondor solarspan
colorbond quad gutters
colorbond quad gutters
skylight
aluminium louvre
ROOF CLADDINGNCC Volume 2 PART 3.5.1.3BONDOR SOLARSPAN ROOF PANELS INSTALLED IN ACCORDANCE WITHTHIS PART AS1562.1 AND MANUFACTURERS SPECIFICATIONS
REFER TO LYSAGHT ROOFING & WALLING MANUAL FOR FULL DETAILS ONSHEET INSTALLATION, FIXINGS & FLASHINGS
· CORROSION PROTECTION IN ACCORDANCE WITH NCC Table 3.5.1.1· END LAP OF SHEETS 5-15 DEGREES - MINIMUM 200mm ABOVE 15DEGREES - MINMUM 150mm· RIDGE LINE VALLEY TO BE TURNED UP (STOP ENDED)· FASTENERS TO BE MADE OF COMPATIBLE MATERIAL WITH ROOFINGMATERIAL.· WHERE POSSIBLE SHEETS TO BE LAID WITH SIDE LAPS FACING AWAYFROM PREVAILING WEATHER.
R4.2 INSULATION RATED ROOF PANELS
RECOMMENDED FIXINGS FOR SEVERE WEATHER EXPOSURE TO AS 3566USE CLASS 4 MATERIALS FOR SEVERE WEATHER EXPOSURE & STAINLESSSTEEL FOR VERY SEVERE COASTAL ENVIRONMENTS
GUTTERS & DOWN PIPES. NCC VOLUME 2 PART 3.5.2· COLORBOND METAL FACIAS & GUTTERS· EAVE GUTTER INSTALLED WITH A FALL OF 1:500 (normally)· BOX GUTTER FALL OF 1:100· SPACING BETWEEN DOWN PIPES MAXIMUM 12m· DOWNPIPES TO BE LOCATED 1.2m FROM A VALLEY OR PROVISIONSMADE FOR OVERFLOW· GUTTERS & DOWNPIPES TO BE SELECTED IN ACCORDANCE WITH NCCVOLUME 2 PART 3.2.5 & TABLE 3.5.2.2
ROOF AREAPROPOSED DECK ROOF: 360.2m2
Roof catchment area per downpipe - m2 = 4 DP as perAS/NZS 3500.3.2 storm water drainage, or AS/NZS 3500.5domestic installations, section 5 stormwater drainage.
90∅ dp.
90∅ dp.
90∅ dp.
90∅ dp.
Fall 5°
Fall 5°
Fall 5°
Fall 5°
Fall 2°
N
A.1.2 ROOF PLAN1:100
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor Susa NORTH-WEST ELEVATION, NORTH-EASTELEVATION
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
E.0.1
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
handrail required ifdeck is over 1000mmoff ground
Hempkote system panel option1 or equivalent, installation asper manufacturer's installations
bondor solarspan roof,installation as permanufacturer's specifications
AAC wall panel and render
aluminium louvre
balustrade to be 1000mm high as per NCC 3.9.2
±00 GROUND FLOOR
±0
+9001 FIRST FLOOR
+9001 FIRST FLOOR
+3,6002 ROOF
+3,6002 ROOF
W-061
W-051
W-041
W-031
W-021
W-011
W-06.11
W-251
W-05.11
W-04.11
W-03.11
W-02.11
W-091
W-25.11
±00 GROUND FLOOR
±00 GROUND FLOOR
+9001 FIRST FLOOR
+9001 FIRST FLOOR
+3,6002 ROOF
+3,6002 ROOF
556
450
HempKote system panel opt 1, installation asper manufacturer's specifications
bondor solarspan roof panel, 150mm thk w/ R-value 4.1, install as per manufacture'sspecifications
Skylight at foyer roof
bondor solarspan roof panel, 150mm thkw/ R-value 4.1, install as per manufacture'sspecifications
AAC wall panel and render
AAC wall panel and renderD-06
1D-07
1
01 NORTH-WEST ELEVATION1:100
02 NORTH-EAST ELEVATION1:100
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor Susa SOUTH-EAST ELEVATION, SOUTH-WESTELEVATION
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
E.0.2
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
±00 GROUND FLOOR
±00 GROUND FLOOR
+9001 FIRST FLOOR
+9001 FIRST FLOOR
+3,6002 ROOF
+3,6002 ROOF
bondor solarspan roof installationas per manufacturer'sspecifications
AAC wall panel and render
room floor level less than 1m above natural ground level
Hempkote system panel option 1,installation as per manufacturer's
installations
W-111
W-121
W-131
W-141
W-231
W-221
W-241
W-261
±00 GROUND FLOOR
±00 GROUND FLOOR
+9001 FIRST FLOOR
+9001 FIRST FLOOR
+3,6002 ROOF
+3,6002 ROOF
Hempkote system panel option 1 orequivalent, installation as per
manufacturer's installations skylight at foyer roof
bondor solarspan roof installationas per manufacturer'sspecifications
Hempkote system panel option 1 orequivalent, installation as per manufacturer'sspecifications
W-151
W-161
W-171
handrail required if deck is 1000mm above ground
03 SOUTH-EAST ELEVATION1:100
04 SOUTH-WEST ELEVATION1:100
GSEducationalVersion Plot Date:
DRAWN BY :
PROPOSED NEW DWELLING 12 Eelmat Court, Coningham Hobart TAS 7054Australia
Mr Davor SusaPLUMBING PLAN
PROJECT NAME :
DRAWING TITLE :CLIENT :
SITE :
CHECKED BY :
PROJECT NO.
310P +#Client Phone Number | E davor.susa@gmail.com
DRAWING NO.
A.1.3
REVISION NO.
MC
JK
14/11/18as noted on A3 paper sizeSCALE
notes revision stage
sketch design
design development
contract documentation
DA
BA
construction drawings
design bureau tasmaniaabn 87 217 679 513acn 165 251 981acc 606 671 360a 63 Macquarie Street Hobart TAS 7000 Australiap +0418 678 301 | e joel@designbureautas.com |w designbureautasmania.com.au
general notesThe Builder shall check all dimensions and levels on site prior to construction.Notify any errors, discrepancies or omissions to the architect.Drawings shall not be used for construction purposes until issued for construction.Do not scale drawings.All boundaries and contours subject to survey.
1 3 4 5 10 152 Meters @ 1:10020
21,3
97
29,992
77,624
80,917
7,214
40
41
42
grated pitcontrol valve IO
D-01
1234
1234
W
F
1,500
3,000
2,50
0
3,000
5,500
3,00
0
5,563
AWTS unit as per GES specification
ORG 150mm min below lowest fixture
ORG 150mm minvent DN 50 UPVC
subsurface irrigation as per GES specification
150mm grated strip drain to connectto existing stormwater connectionpoint
minimum setback of 1,500mmrequired from boundary forsubsurface irrigation
minimum setback of 5,500mmrequired from boundary forsubsurface irrigation
minimum setback of 3,000mmrequired from dwelling forsubsurface irrigation
OPAQUE WINDOWS FOR PRIVACY
stormwater tank overflow to connect tocouncil stormwater at rear of property
approximate location of100% reserve
approximate locationof subsurface irrigation
area 280m2
diversion drain
(refer to GES specs)(refer to GES specs)
water tank
d.p.
d.p.
d.p.
d.p.
d.p.
LEGEND:
EXISTING STORMWATER LINE
EXISTING SEWER LINE
PROPOSED STORMWATER LINE
PROPOSED SEWER LINE
O.R.G
D.P
SEWER CONNECTION:CONNECT DN100 UPVC SEWER PIPES FROM EACH UNITINTO EXISTING DN100 UPVC TASWATER SEWERCONNECTION IN ACCORDANCE WITH TASWATERSTANDARD DRAWINGS AND SPECIFICATIONS AND AS3500.1.
STORMWATER CONNECTION:CONNECT NEW DN100 UPVC STORMWATER PIPE TOEXISTING DN100 OUTLET IN ACCORDANCE WITHKINGBOROUGH CITY COUNCIL REQUIREMENTS.
STORMWATER FROM PROPOSED DEVELOPMENT TOEXISTING COUNCIL STORMWATER CONNECTION
ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITHTHE TASMANIAN PLUMBING CODE 2016, THE NATIONALPLUMBING CODE, AS 3500 & KINGBOROUGH CITYCOUNCIL.
WET AREAS TOCOMPLY WITH NCC3.8.1.2 AND AS 3740
WR
P01
P01
P03
P03P03
P01
P03
BAL 19
12345
5R(180 mm)
4G(250 mm)
W
N
A.1.3 PLUMBING PLAN1:250
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