development application · 2021. 4. 22. · development application pdplanpmtd-2021/017523...

DEVELOPMENT APPLICATION

PDPLANPMTD-2021/017523

APPLICANT: Hotondo Homes

PROPOSAL: Dwelling

LOCATION: 1 Venerable Drive, Rokeby

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 10 May 2021

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 10 May 2021. In addition to

legislative requirements, plans and documents can also be viewed at

www.ccc.tas.gov.au during these times.

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

10 May 2021.

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.

http://www.ccc.tas.gov.au/

mailto:[email protected]

http://www.ccc.tas.gov.au/

BUILDING DRAWINGS

No DRAWING

01 SITE PLAN

02 SITE DRAINAGE PLAN

03 FLOOR PLAN

04 DOOR AND WINDOW SCHEDULES

05 ELEVATIONS

06 ELEVATIONS

07 ROOF PLAN

08 ELECTRICAL/REFLECTED CEILING PLAN

09 GROUND FLOOR PLUMBING PLAN

10 PERSPECTIVES

GENERAL PROJECT INFORMATIONTITLE REFERENCE: 25/178880

SITE AREA: 907 m2DESIGN WIND SPEED: N3SOIL CLASSIFICATION: P

CLIMATE ZONE: 7ALPINE AREA: NO

CORROSIVE ENVIRONMENT: NOBAL RATING: EXEMPT

OTHER KNOWN HAZARDS: NONE KNOWN

p(h)+

Accredited Building Practitioner: Frank Geskus -No CC246A

160 New Town Road, New Town, Hobart 7008

info@ primedesigntas.com.au primedesigntas.com.au 03 6228 4575

p(l) + 10 Goodman Court , Invermay Launceston 7248

03 6332 3790

APRIL 2021

PROPOSED NEW RESIDENCE1 (LOT 25) VENERABLE DRIVEROKEBY

PLANNING

J. COAD & S. DOBBYPDH20010

SELECTED HOTONDO PLAN: CASCADE 121 (MODIFIED)SELECTED HOTONDO FACADE: THEO

H229

GARAGE AREA 23.28 m2 ( 2.50 SQUARES )

LIVING AREA 118.42 m2 ( 12.73 SQUARES )

PORCH 1.46 m2 ( 0.16 SQUARES )

TOTAL AREA 143.16 15.39 SQUARES )m2 (

25

26

PEDESTRIAN PATH

BACK OF KERB

EDGE OF BITUMEN

TO

P O

F B

ANK

TO

P O

F B

ANK

CROSSOVER

PROPOSED DRIVEWAY51 m2

PROPOSED RESIDENCEFFL. 25.300

PIP

ELIN

E S

ER

VIC

ES E

ASEM

ENT

MO

CKR

IDG

E R

OAD

VENERABLE DRIVE

PATH 1.0m WIDE

EX. TREE

STORMWATER CONN.

SEWER LOT CONN.RL. 24.71

SEWER MAIN

STORMWATER MAIN

BOUNDARY 5.99 m

BO

UND

AR

Y 2

7.9

7 m

BOUNDARY 21.62 m

BO

UND

AR

Y 4

0.2

9 m

BOUNDARY 16.75 m

BO

UND

AR

Y 9

.31 m

ELEC. TURRET

COMM. LOT CONN.

ELEC. LOT CONN.

WATER METER

STORMWATER MANHOLERL. 23.62

DATUMSEWER MANHOLERL. 23.67

STORMWATER MANHOLERL. 23.56

SEWER MANHOLE

RL. 25.52

STORMWATER MANHOLE

RL. 25.18

3600

52632273

9000

6903

5255

1529

1500

LOCATION OF SLAB FORPROPOSED FUTURE SHED

6m x 9m(NOTE SHED IS NOT PART OF THIS

APPLICATION)

9524

STORMWATER MAIN

SEWER MAIN

17862

P2

P1

PRIVATE OPEN SPACE24m2 IS SHOWN TO THE NORTH AND LOCATED OFF THE MAIN LIVING ROOM.WITH A MINIMUM DIMENSION OF 4mGRADIENT NO STEEPER THAN 1:10

FALL

1:20

PIT

TOP OF BATTER

TOP OF BATTER

TO

P O

F B

ATTER

TO

P O

F B

ATTER

TO

P O

F B

ATTER

TOE OF BATTER

TOE OF BATTER

TO

E O

F B

ATTER

TO

E O

F B

ATTER

TOE OF BATTER

TOE OF BATTER

Hotondo Homes Craig Ellis148 New Town Road, New Town 7008Ph: 0400 653 681

Drafted by: Approved by:

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Client name:

Accredited building practitioner: Frank Geskus -No CC246A

10 Goodman Court, Invermay Tasmania 7248, p(l)+ 03 6332 3790 160 New Town Road, New Town, Hobart 7008p(h)+ 03 6228 [email protected] primedesigntas.com.au

1 : 200

A.C.M.T.L.H.

SITE PLAN

PDH20010 -01

20.04.2021


PLANNING

J. COAD & S. DOBBY

04

LOT No. LOT AREA 50% 25%

850 425 212

NOTE: DIMENSIONED BOUNDARY OFFSETS TO THE PROPOSED BUILDING ARE TO THE EXTERNAL CLADDING U.N.O.

1 : 200

SITE PLAN

GENERAL NOTES• CHECK & VERIFY ALL DIMENSIONS & LEVELS ON SITE• WRITTEN DIMENSIONS TO TAKE PREFERENCE OVER

SCALED• ALL WORK TO BE STRICTLY IN ACCORDANCE WITH NCC

2019, ALL S.A.A.. CODES & LOCAL AUTHORITY BY-LAWS• ALL DIMENSIONS INDICATED ARE FRAME TO FRAME AND

DO NOT ALLOW FOR WALL LININGS• CONFIRM ALL FLOOR AREAS• ALL PLUMBING WORKS TO BE STRICTLY IN

ACCORDANCE WITH A.S. 3500 & APPROVED BY COUNCIL INSPECTOR

• BUILDER/PLUMBER TO ENSURE ADEQUATE FALL TO SITE CONNECTION POINTS IN ACCORDANCE WITH A.S. 3500 FOR STORMWATER AND SEWER BEFORE CONSTRUCTION COMMENCES

• THIS DRAWING IS TO BE READ IN CONJUNCTION WITH THE ENGINEER'S STRUCTURAL DRAWINGS

• ALL WINDOWS AND GLAZING TO COMPLY WITH A.S. 1288 & A.S. 2047

• ALL SET OUT OF BUILDINGS & STRUCTURES TO BE CARRIED OUT BY A REGISTERED LAND SURVEYOR AND CHECKED PRIOR TO CONSTRUCTION

• IF CONSTRUCTION OF THE DESIGN IN THIS SET OF DRAWINGS DIFFER FROM THE DESIGN AND DETAIL IN THESE AND ANY ASSOCIATED DOCUMENTS BUILDER AND OWNER ARE TO NOTIFY DESIGNER

• BUILDER'S RESPONSIBILITY TO COMPLY WITH ALL PLANNING CONDITIONS

• BUILDER TO HAVE STAMPED BUILDING APPROVAL DRAWINGS AND PERMITS PRIOR TO COMMENCEMENT OF CONSTRUCTION

• CONSTRUCTION TO COMPLY WITH AS 3959, READ IN CONJUNCTION WITH BUSHFIRE ATTACK LEVEL (BAL) ASSESSMENT REPORT.

SITE DETAIL

HORIZONTAL DATUM IS ARBITRARY

VERTICAL DATUM IS ARBITRARY

WARNINGS: THE DETAIL SHOWN / RECORDED • MAY ONLY BE CORRECT AT THE DATE OF SURVEY. • IS NOT A COMPLETE REPRESENTATION OF ALL

SURFACE AND UNDERGROUND DETAIL. • SHOULD ONLY BE USED FOR THE PURPOSES

INTENDED.

THE LOCATIONS OF UNDERGROUND SERVICES ARE APPROXIMATE ONLY AS INDICATED BY SURFACE FEATURES.

PRIOR TO ANY CONSTRUCTION REFER TO RELEVANT AUTHORITIESFOR DETAILED LOCATION OF ALL SERVICES.

CONTOUR INTERVAL 0.2m

SEWER AND WATER SERVICES• ALL WORKS IN

ACCORDANCE WITH WATER SUPPLY CODE OF AUSTRALIA AND TASWATER SUPPLEMENTS

• WORKS TO BE DONE BY TASWATER AT DEVELOPERS COST

DRIVEWAY GRADIENTMAXIMUM GRADIENT 1:4 (25%)TO AS 2890

CAR PARKING GRADIENTPARALLEL TO PARKING ANGLE 1:20 (5%)CROSSFALL 1:16 (6.25%)

25

26

BO

UND

AR

Y 4

0.2

9 m

BO

UND

AR

Y 2

7.9

7 m

BOUNDARY 21.62 m

BOUNDARY 16.75 mBOUNDARY 5.99 m

P2

P1

PEDESTRIAN PATH

BACK OF KERB

EDGE OF BITUMEN

TO

P O

F B

ANK

TO

P O

F B

ANK

CROSSOVER

PROPOSED DRIVEWAY51 m2

PATH 1.0m WIDE

EX. TREE

STORMWATER CONN.

SEWER LOT CONN.RL. 24.71

SEWER MAIN

STORMWATER MAIN

ELEC. TURRET

COMM. LOT CONN.

ELEC. LOT CONN.

WATER METER

STORMWATER MANHOLERL. 23.62STORMWATER MANHOLE

RL. 23.56

SEWER MANHOLE

RL. 25.52

STORMWATER MANHOLE

RL. 25.18

LOCATION OF SLAB FORPROPOSED FUTURE SHED

6m x 9m

STORMWATER MAIN

SEWER MAIN

FALL

BO

UND

AR

Y 9

.31 m

PIP

ELIN

E S

ER

VIC

ES E

ASEM

ENT

TOP OF BATTER

TOP OF

BATTER

TO

P O

F B

ATTER

TO

P O

F B

ATTER

TO

P O

F B

ATTER

TOE OF BATTER

TOE OF BATTER

TO

E O

F B

ATTER

TO

E O

F B

ATTER

TOE OF BATTER

TOE OF BATTER

D.P.I.O.

I.O.

I.O.

ORG

D.P.

H.P.

D.P.

D.P.

D.P.

PIT

S.B.

HWC

D.P.



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A.C.M.B.K.S.

SITE DRAINAGE PLAN

PDH20010 -02

20.04.2021


PLANNING

J. COAD & S. DOBBY

041 : 200

SITE DRAINAGE PLAN

PITS: ALL GRATED PITS SIZED AND INSTALLED PER AS/NZS 3500.2018 PART 3

ORGS: OVERFLOW RELIEF GULLYS TO BE BRANCHED SEPERATE AND NOT PASS THROUGH. REFER AS/NZS 3500.2018 PART 2

S/W: STORMWATER PIPES TO BE SIZED PER ASNZS 3500.2018 PART 3

VENTS: DRAINAGE VENTS TO BE LOCATED BEFORE LAST FITTING AT THE END OF THE LINE PER AS/NZS 3500.2018 PART 2

240v SMOKE ALARM

EXHAUST FAN-VENT TO OUTSIDE AIR.

SLIDING DOOR

FLOOR WASTE

LEGEND

S/D

COLUMNCOL

GLASS SCREENG.S.

HOT WATER CYLINDERHWC

FW

TOWEL RAILT.R.

SKYLIGHTS/L

DISHWASHERDW

MICROWAVE SPACEMW

36001200

450 900 4080

3290

6970

3250

360

050

0

3200

620

0

W/CSHR

SHELVES

VAN.

VAN.

SHRB

ATH

W/M

S/D

TV

TV

W/C

B'BAR

O/H

T.R.

T.R

.

G.S

.

G.S

.

MWDW

HWC

312

016

60

180

0290

0290

0

510

12040 O/A

8750

8750 3290

8270

2740 4890

16001600

FR

H/P

P

1885

6680

5755

350

02440

7720

1450

90

0

HALL

5730

14320

O/A

711

0

120

090

0

BED 1BED 2

BED 3

ENS.WIR

BATH

GARAGE

L'DRY

LIVINGDINING

KITCHEN

HALL

W4

W1W2W3

1

2

W5

W8

W7

W6

W10

W0

9

7 8

3

4

5

6

2.6W X 2.1H PANELLIFT DOOR

ROBE ROBE

LINEN

COL.

0.92 m²

PORCH

SINK

TR

750

900x 900

900x 1200

900

1011

S/L

9

H.P.

H.P.S/L

S.B

.

12

1696 1814

100

015

017

35

100

0360

140



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A.C.M.T.L.H.

FLOOR PLAN

PDH20010 -03

20.04.2021


PLANNING

J. COAD & S. DOBBY

04

NOTE:FLOOR AREAS INCLUDE TO EXTERNAL FACE OF BUILDING AND GARAGE, UNLESS OTHERWISE STATED. DECKS AND OUTDOOR AREAS ARE CALCULATED SEPARATELY.

GARAGE AREA 23.28 m2 ( 2.50 SQUARES )

LIVING AREA 118.42 m2 ( 12.73 SQUARES )

PORCH 1.46 m2 ( 0.16 SQUARES )

TOTAL AREA 143.16 15.391 : 100

FLOOR PLAN

SQUARES )m2 (

ALUMINIUM WINDOWS DOUBLE GLAZING COMPLETE WITH FLY SCREENS TO SUIT EXEMPT BAL RATING.ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITEPRIOR TO ORDERING

DOOR SCHEDULE

MARK WIDTH TYPE REMARKS

1 820 EXTERNAL ENTRY DOOR

2 820 INTERNAL TIMBER DOOR









11 820 EXTERNAL HALF GLASS

12 4398 EXTERNAL GLAZED DOOR

WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS

W1 1800 610 AWNING WINDOW



W4 1800 2050 AWNING WINDOW CUSTOM WINDOW


W6 1200 1450 AWNING WINDOW OPAQUE

W7 2100 1450 SLIDING DOOR





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DOOR AND WINDOWSCHEDULES

PDH20010 04

20.04.2021

PLANNING

04


J. COAD & S. DOBBY

A.C.M.T.L.H.

FLOOR25300

CEILING

240

0

BO

UND

AR

Y

BO

UND

AR

Y

E.S.L.

F.S.L.

F.

22.5°

F.

45.0°

45.0°

FLOOR25300

CEILING

240

0

BO

UND

AR

Y

E.S.L.

F.S.L.

W10 W09

22.5°

1:205.00%1:14

7.03%

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NORTHERN ELEVATION

1 : 100

EASTERN ELEVATION



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A.C.M.T.L.H.

ELEVATIONS

PDH20010 -05

20.04.2021


PLANNING

J. COAD & S. DOBBY

04

DOORS AND WINDOWS TO BESEALED IN ACCORDANCE WITHNCC 2019 PART 2 3.12.3

ROOF FRAMING PREFABRICATED ROOF TRUSSES @ 900 CRS MAX BRACING BY OTHERS

ROOF CLADDINGCOLORBOND CUSTOM ORB TO CLIENTS SPECS.

BRICKWORK SELECTED FIRED CLAY FACE BRICKS. RAKED JOINTS, STRETCHER BOND REFER ENGINEER FOR ARTICULATION JOINTS ALL MASONRY TO COMPLYWITH NCC 2019 PART 3.3

WALL CLADDING INSTALL AND COAT TO MANUFACTURERS SPECIFICATIONS.

FLOOR25300

CEILING

240

0

BO

UND

AR

Y

E.S.L.

F.S.L.

W6 W5

F.

22.5°

W8 W7

FLOOR25300

CEILING

240

0

E.S.L.

F.S.L.414

BO

UND

AR

YW4 W3 W2 W1B

OUND

AR

Y

22.5°

45.0°

45.0°

4561

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WESTERN ELEVATION

1 : 100

SOUTHERN ELEVATION



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A.C.M.T.L.H.

ELEVATIONS

PDH20010 -06

20.04.2021


PLANNING

J. COAD & S. DOBBY

04

CONCRETE LANDING

ROOF FRAMING PREFABRICATED ROOF TRUSSES @ 900 CRS MAX BRACING BY OTHERS

ROOF CLADDINGCOLORBOND CUSTOM ORB TO CLIENTS SPECS.

DOORS AND WINDOWS TO BESEALED IN ACCORDANCE WITHNCC 2019 PART 2 3.12.3

WALL CLADDINGTO CLIENTS SPECS.

TEXTURE COATED BRICKWORKSELECTED FIRED CLAY BRICKSFLUSH JOINTS, STRETCHER BOND REFER ENGINEER FOR ARTICULATION JOINTS ALL MASONRY TO COMPLY WITH NCC 2019 PART 3.3

BRICKWORK SELECTED FIRED CLAY FACE BRICKS. RAKED JOINTS, STRETCHER BOND REFER ENGINEER FOR ARTICULATION JOINTS ALL MASONRY TO COMPLYWITH NCC 2019 PART 3.3

PANEL LIFT DOOR 2600 WIDE x 2100 HIGH CLADDING PANELS TO CLIENTSSPEC FIXED IN ACCORDANCE WITHMANUFACTURERS SPEC

WALL CLADDING INSTALL AND COAT TO MANUFACTURERS SPECIFICATIONS.

GUTTER

GUTTERD.P.

D.P.

D.P.

D.P.

D.P.

RID

GE

RIDGE

HIP

HIPHIP

HIPHIP

HIP

HIP

HIP

VALL

EY

VALL

EY

VALLEY

RID

GE

GABLE END

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

GUTTER

22.5° FALL 22.5° FALL

22.5

° FALL

22.5

° FALL

22.5

° FALL

22.5

° FALL

22.5° FALL

22.5° FALL22.5° FALL

22.5

° FALL

SKYLIGHT600X700

D.P.


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ROOF PLAN

PDH20010 07

20.04.2021

PLANNING

04


J. COAD & S. DOBBY

A.C.M.T.L.H.

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ROOF PLAN

ROOF PLUMBING NOTES:

GUTTER INSTALLATIONTO BE IN ACCORDANCE WITH NCC 2019 PART 3.5.2.4. WITH FALL NO LESS THAN 1:100 FOR BOX GUTTERS1:500 FOR EAVES GUTTER

UNLESS FIXED TO METAL FASCIA EAVES GUTTER TO BE FIXED @ 1200 CRS MAX.

VALLEY GUTTERS ON A ROOF WITH A PITCH:A) MORE THAN 12.5° DEGREES - MUSTHAVE A WIDTH OF NOT LESS THAN 400mm AND ROOF OVERHANG OF NOT LESS THAN 150mm EACH SIDE OFVALLEYGUTTER. B) LESS THAN 12.5° DEGREES, MUST BE DESIGNED AS A BOX GUTTER.

LAP GUTTERS 75mm IN THE DIRECTION OF FLOW, RIVET & SEAL WITH AN APPROVED SILICONE SEALANT.

DOWNPIPE POSITIONS SHOWN ON THIS PLAN ARE NOMINAL ONLY. EXACT LOCATION & NUMBER OF D.P'S REQUIRED ARE TO BE IN ACCORDANCE WITH NCC 2019 PART 3.5.2.5 REQUIREMENTS. SPACING BETWEEN DOWNPIPES MUST NOT BE MORE THAN 12m & WITHIN 1.2m FROM A VALLEY GUTTER.

ADDITIONAL ROOF LOADNO SOLAR P.V. SYSTEM HAS BEEN ALLOWED FOR,NO SOLAR HOT WATER HAS BEEN ALLOWED FOR.

METAL ROOFMETAL SHEETING ROOF TO BE INSTALLED IN ACCORDANCE WITH NCC 2019 PART 3.5.1.3.REFER TO TABLE 3.5.3.1a FOR ACCEPTABLE CORROSION PROTECTION FOR SHEET ROOFING, REFER TO TABLE 3.5.1.1 FOR ACCEPTABILITY OF CONTACT BETWEEN DIFFERENT ROOFING MATERIALS.FOR FIXING, SHEET LAYING SEQUENCE, FASTENER FREQUENCY FOR TRANVERSE FLASHINGS AND CAPPINGS, ANTI CAPILLARY BREAKS, FLASHING DETAILS REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7 ROOF PENETRATION FLASHING DETAILS.REFER TO NCC 2019 PART 3.5.1.5-3.5.1.7 ROOF SHEETING MUST OVERHANG MIN 35mm AS PER NCC 2019 PART 3.5.1.8

WEATHER PROOF OUTLET

GENERAL PURPOSE OUTLET (DOUBLE)

ELECTRICAL INDEX

240v SMOKE ALARMSECURITY LIGHT

SWITCH BOX

ONE-WAY SWITCH

TWO-WAY SWITCH

HANGING PENDANT

EXHAUST FAN, VENT TO OUTSIDE AIR, PROVIDE POWER

T.V. OUTLET

WEATHERPROOF WALL LIGHT

LIGHTING SWITCH TYPE

WALL OUTLETS

OTHER

Wi-Fi

HOTPLATE SAFETY CUT-OFF

HEAT PUMP

DENOTES CEILING HEIGHT

CEILING

XXXX

HEATING

HEAT PUMP, OUTDOOR UNIT

*INSTALL AS PER MANUFACTURERSSPECIFICATION

FOUR LIGHT TASTIC EXHAUST FAN, C/W DAMPER,EXHAUST TO OUTSIDE*

MANHOLEMH

O/H

O/H

O/H

O/H

S.B

.

HW

C

FR

W/M

H.P.

H.P.

NBN

2400

2400

24002400

2400

2400

2400

MH

DW MW


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ELECTRICAL/REFLECTEDCEILING PLAN

PDH20010 08

20.04.2021

PLANNING

04


J. COAD & S. DOBBY

A.C.M.B.K.S.

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ELECTRICAL PLAN

IMPORTANT:PLEASE REFER TO ENERGY ASSESSMENT REPORT FOR FULL DETAILS.ENERGY ASSESSMENT IS BASED ON THE ABOVE ELECTRICAL LAYOUT AND TYPES AS NOTED IN THE REPORT.IF MORE PENETRATIONS ARE INCLUDED OR ANY OTHER ASPECT OF THE BUILDING IS MODIFIED, A NEW ENERGY ASSESSMENT WILL BE REQUIRED.

ARTIFICIAL LIGHTINGRESIDENCES TO BE IN COMPLIANCE WITH NCC2019 PART 3.12.5.5.

ARTIFICIAL LIGHTING MUST NOT EXCEED:• 5W/m2 FOR CLASS 1 RESIDENCE• 4W/m2 FOR VERANDAHS & BALCONIES• 3W/m2 FOR CLASS 10 GARAGE, STORAGE• REFER TO LIGHTING CALCULATOR FOR FURTHERDETAILS.

ELECTRICALALL ELECTRICAL WORKS TO BE CARRIED OUT BY A GRADE ELECTRICAL CONTRACTOR. ALL WORKS TO COMPLY WITH LOCAL AUTHORITIES AND A.S.3000

SMOKE ALARMS• ALL ALARMS TO BE

INTERCONNECTED WHERE MORE THAN ONE ALARM IS INSTALLED.

• TO BE INTERCONNECTED BETWEEN FLOORS WHERE APPLICABLE.

• SMOKE ALARMS TO BE LOCATED ON ALL FLOORS IN ACCORDANCE WITH NCC 2019 PART 3.7.5.2

HWC

S.B

.

H.P.

H.P.

D.P.

D.P.

D.P.

D.P. D

.P.

D.P.

ORG

I.O.

I.O.

I.O.

W/C

VAN.

SHRW/C

SINK

VAN.SHR

BATH

TR

CONNECT STORMWATER TO COUNCIL STORMWATER CONNECTION

CONNECT SEWER TO TASWATER SEWER CONNECTION

FALL

FALL

FALL

FALL

FALL

TAP

TAP


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GROUND FLOOR PLUMBINGPLAN

PDH20010 09

20.04.2021

PLANNING

04


J. COAD & S. DOBBY

A.C.M.B.K.S.

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PLUMBING PLAN

PLUMBING NOTES:ALL DRAINAGE WORK SHOWN IS PROVISIONALONLY AND IS SUBJECT TO AMENDMENT TOCOMPLY WITH THE REQUIREMENTS OF THE LOCALAUTHORITIES. ALL WORK IS TO COMPLY WITH THE REQUIREMENTS OF AS 3500.2018 & THE NATIONAL CONSTRUCTION CODE. AND MUST BE CARRIED OUT BY A LICENCEDTRADESMAN ONLY.

LEGEND OF DIAMETERSTROUGH = 50mmSINK = 50mm BATH = 40mmBASIN = 40mm SHOWER = 50mm WC = 100mm SEWER = 100mm uPVC ORG = OVERFLOW RELIEF GULLY VENT = 50mm DP = 90mmDOWNPIPE STORMWATER = 90mm uPVC

THE INSTALLATION OF WATER PIPE LINES, USE POLY OR COPPER PIPE, MUST COMPLY WITH AS/NZS 3500.2018. MAIN COLD WATER LINE FROM METER TO HOUSETO BE DN 25mm WITH DN 16mm BRANCHES & HOT WATER MAIN LINES TO BE DN 20mm WITH DN 16mm BRANCHES TO FIXTURES, ALL OTHER PRODUCTS USED ARE TO COMPLY WITH THE REQUIREMENTS OF AS/NZS 3500.2018.

HOT WATER INSTALLATION SHALL DELIVER HOT WATER TO ALL SANITARY FIXTURES USED FOR PERSONAL HYGIENE AT 50deg C, KITCHEN SINK & LAUNDRY SHALL BE 60deg C TO COMPLY WITH REQUIREMENTS OF AS/NZS 3500.2018.

AT THE PROPERTY BOUNDARY, AN APPROVEDBACKFLOW PROTECTION VALVE IS TO BE FITTED BEFORE EXTENDING THE DOMESTIC SUPPLY TO THE DWELLING.

FINAL PITS LOCATION AND NUMBER TO BE CONFIRMED ON SITE TO ENSURE SURFACE WATER IS REMOVED FROM AROUND HOUSE.

300X300 EVERHART SURFACE DRAINAGE PIT

450x450 SURFACE DRAINAGE PITAT LOCATION OF DRIVEWAY/BATTERS

HOT WATER CYLINDER TO BE INSTALLED AS PER NCC 2019 VOL 3



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A.C.M.T.L.H.

PERSPECTIVES

PDH20010 -10

20.04.2021


PLANNING

J. COAD & S. DOBBY

04

development application · 2021. 4. 22. · development application pdplanpmtd-2021/017523...

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