DEVELOPMENT APPLICATION - gcc.tas.gov.au€¦ · 10 soil & water management plan 11 shadow diagrams...

DEVELOPMENT APPLICATION

APPLICATION NUMBER: PLN-20-089

PROPOSED DEVELOPMENT: Single dwelling

LOCATION: 10 Stony Point Drive Austins Ferry

APPLICANT: Cunic Homes

ADVERTISING START DATE: 06/05/2020

ADVERTISING EXPIRY DATE: 19/05/2020

Plans and documentation are available for inspection at Council Offices, 374 Main Road, Glenorchy between 8.30am and 5.00pm, Monday to Friday (excluding public holidays) until 19/05/2020.

During this time any person may make representations relating to the applications by letter addressed to the General Manager, Glenorchy City Council, PO Box 103, Glenorchy 7010 or by email to [email protected]. Representations must be received by no later than 11.59pm on 19/05/2020, or for postal and hand delivered representations, by 5.00pm.

Version: 1, Version Date: 29/04/2020Document Set ID: 2828281

mailto:[email protected]

BUILDING DRAWINGS

No DRAWING

01 SITE PLAN

02 SITE DRAINAGE PLAN

04 FLOOR PLAN

05 DOOR AND WINDOW SCHEDULES

06 ELEVATIONS

07 ELEVATIONS

08 ROOF PLAN

09 PERSPECTIVES

10 SOIL & WATER MANAGEMENT PLAN

11 SHADOW DIAGRAMS

GENERAL PROJECT INFORMATION

TITLE REFERENCE: 27/177847

SITE AREA: 526m2

DESIGN WIND SPEED: M

SOIL CLASSIFICATION: N2

CLIMATE ZONE: 7

ALPINE AREA: NO

CORROSIVE ENVIRONMENT: NO

BAL RATING: BAL-19

OTHER KNOWN HAZARDS: NONE KNOWN

FLOOR AREA 144.01 m2 ( 15.48 SQUARES )

DECK AREA 22.04 m2 ( 2.37 SQUARES )

166.04 17.85

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 2020

PROPOSED RESIDENCELOT 27, 10 STONY POINT DRIVE,AUSTINS FERRY

PLANNING

CUNIC HOMESPD19309

GLENORCHY CITY COUNCILPLANNING SERVICES

APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


31

32

33

33

34

34

35

36

37

STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

TREE

SEWER

CONN.

S/WATER

CONN.

STOP

VALVE

FIRE PLUG

KERB EDGE

FOOTPATH

WATER MAIN

CONC.

DRIVEWAY

20.7m2

COMMS & ELEC.

CONNECTION

ELEC. TURRET

STORMWATER MAIN

SEWER MAIN

STORMWATER

MANHOLE

SEWER

MANHOLE

TOE OF BATTERTOP OF BATTER

WATER

CONN.

TO

E O

F B

ATTER

TO

P O

F B

ATTER

1100

2130

4600

15547

15612

3454

710

1080

6431

5482

450

0

PIPELINE & SERVICES

EASEMENT 3.50m WIDE

DATUM

TELSTRA PIT

RL 36.330

1:25

4.00%

1:25

4.00%

P.O.S.20.5m2

Scale:

Revision:

Date:

Project/Drawing no:

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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

Project:

Client name:

Drafted by: Approved by:

1 : 200

SITE PLAN

PD19309 01

24.04.2020

PLANNING

02


CUNIC HOMES

F.G.G.D.D.H.

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 AUTHORITIES

FOR DETAILED LOCATION OF ALL SERVICES.

CONTOUR INTERVAL 0.25m

01020 m

1020

m

CLAUSE 10.4.3

SITE COVERAGE

BUILDING FOOTPRINT 166.04 /SITE

AREA 526 = 0.3157

TOTAL SITE COVERAGE 31.57%

25% OF SITE TO BE NON-IMPERVIOUS

CLAUSE 10.4.2

SETBACKS

REFER TO DIMENSIONS AND

ELEVATIONS FOR FURTHER DETAILS.

CLAUSE 10.4.4

WINDOWS W2 & W3 SATISFIES 30

DEG EAST & WEST OF NORTH.

CLAUSE 10.4.5

GARAGE IS LOCATED WITHIN 12m

OF THE PRIMARY FRONTAGE,

OPENING WIDTH IS 2.7m

CLAUSE 10.4.6

DECK:

REFER TO SITE PLAN FOR

SETBACK, DECK IS 1m ABOVE

ESL DOES A SCREEN TO 1.7m

PRIVATE OPEN SPACE

24m2 IS SHOWN TO THE NORTH AND

LOCATED OFF THE MAIN LIVING ROOM.

WITH A MINIMUM DIMENSION OF 4m

GRADIENT NO STEEPER THAN 1:10

CLAUSE 10.4.7

SIDE AND REAR BOUNDARY FENCES

TO BE 1.8m HIGH TREATED PINE

LAPPED PALING FENCE


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


31

32

33

33

34

34

35

36

37

STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

TREE

SEWER

CONN.S/WATER

CONN.

STOP

VALVE

FIRE PLUG

KERB EDGE

FOOTPATH

WATER MAIN

CONC.

DRIVEWAY

20.7m2

COMMS & ELEC.

CONNECTION

ELEC. TURRET

STORMWATER MAIN

SEWER MAIN

STORMWATER

MANHOLE

SEWER

MANHOLE


WATER

CONN.

TO

E O

F B

ATTER

TO

P O

F B

ATTER

PIPELINE & SERVICES

EASEMENT 3.50m WIDE

DATUM

TELSTRA PIT

RL 36.330

PIT

PIT

PIT

100ø AG DRAIN

100mm FROM

BASE OF BATTER

CONNECT STORMWATER TO

COUNICL STORMWATER

CONECTION

CONNECT SEWER TO

TASWATER SEWER

CONNECTION

100ø AG DRAIN

100mm FROM BASE

OF RETAINING WALL

LEGEND

PLUMBING NOTES:

ALL DRAINAGE WORK SHOWN IS PROVISIONAL

ONLY AND IS SUBJECT TO AMENDMENT TO

COMPLY WITH THE REQUIREMENTS OF THE LOCAL

AUTHORITIES.

ALL WORK IS TO COMPLY WITH THE

REQUIREMENTS

OF AS 3500 & THE TASMANIAN PLUMBING CODE.

AND MUST BE CARRIED OUT BY A LICENCED

TRADESMAN ONLY.

450x450 SURFACE DRAINAGE PITPIT

Scale:

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1 : 200

SITE DRAINAGE PLAN

PD19309 02

24.04.2020

PLANNING

02


CUNIC HOMES

F.G.G.D.D.H.

01020 m

1020

m

1 : 200

SITE DRAINAGE PLAN


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


100

00

0

100000

MAIN

RO

AD

STONY POINT DRIVE


Scale:

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Date:

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Client name:



1 : 1000

F.G.G.D.D.H.

LOCALITY PLAN

PD19309 -03

24.04.2020


PLANNING

CUNIC HOMES

02

1 : 1000

LOCALITY PLAN THIS SITE IS ZONED GENERAL RESIDENTIAL


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


240v SMOKE ALARM

EXHAUST FAN-VENT TO

OUTSIDE AIR.

CAVITY SLIDING DOOR

SLIDING DOOR

FLOOR WASTE

LEGEND

CSD

S/D

GLASS SCREENG.S.

FW

LIVING

KITCHEN

BED 1

BED 2 BED 3

BATH

WIRENS.

L'DRY

ROBE

ROBE

HALL

DINING

GARAGE

3500

DECK

S/D

SHR

VANIT

Y

TR

W/C

CUP'D

SHR

W/C

VANIT

Y

BATH

H/P

SINK

P'TRY

B'BAR

CSD

W1 W2 W3

1

2

4 3

6

5

7

8

9

10

2.7W X 2.1H PANEL

LIFT DOOR

OHC

G.S.

W4

W5

W6W7

W8

UP

BALUSTRADE

1.8m

HIG

H S

CR

EEN

FW

H.P

.

HWC

120

0

90

0

13180

395012303100

340

0

10360

60

0

360

0

3120

3100 2800

20

00

170

0340

0319

060

0

1513

0

4290

10840

103089403210

60

06480

80

50

1030247064703210

60

00

2010 53601000

1555 1500 5270


Scale:

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Client name:



1 : 100

F.G.G.D.D.H.

FLOOR PLAN

PD19309 -04

24.04.2020


PLANNING

CUNIC HOMES

02

NOTE:

FLOOR AREAS INCLUDE TO EXTERNAL FACE OF

BUILDING AND GARAGE, UNLESS OTHERWISE STATED.

DECKS AND OUTDOOR AREAS ARE CALCULATED

SEPARATELY.

FLOOR AREA 144.01 m2 ( 15.48 SQUARES )

DECK AREA 22.04 m2 ( 2.37 SQUARES )

166.04 17.85

1 : 100

FLOOR PLAN


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


ALUMINIUM WINDOWS DOUBLE GLAZING LOW-REFLECTIVE GREY TINT

COMPLETE WITH FLY SCREENS TO SUIT BAL-19 RATING.

ALL WINDOW MEASUREMENTS TO BE VERIFIED ON SITE

PRIOR TO ORDERING

DOOR SCHEDULE

MARK WIDTH TYPE REMARKS

1 820 EXTERNAL ENTRY DOOR

2 820 INTERNAL TIMBER DOOR






8 820 CAVITY SLIDING DOOR



WINDOW SCHEDULE

MARK HEIGHT WIDTH TYPE REMARKS

W1 1800 1510 AWNING WINDOW




W5 2100 2410 SLIDING DOOR



W8 900 910 AWNING WINDOW OPAQUE

Scale:

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Project:

Client name:


DOOR AND WINDOWSCHEDULES

PD19309 05

24.04.2020

PLANNING

02


CUNIC HOMES

F.G.G.D.D.H.


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


FLOOR35800

CEILING

240

0

W3 W2 W1

22.5°

E.SL.

F.S.L.

4479

941

FLOOR35800

CEILING

2400

W4W5

2333

40

7

22.5°

E.S.L.

F.S.L.

5530

FR

ONT

BO

UND

AR

Y

1 : 100

NORTHERN ELEVATION

1 : 100

EASTERN ELEVATION


Scale:

Revision:

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Client name:



1 : 100

F.G.G.D.D.H.

ELEVATIONS

PD19309 -06

24.04.2020


PLANNING

CUNIC HOMES

02

ROOF FRAMING

PREFABRICATED ROOF TRUSSES

@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING

COLORBOND CUSTOM ORB

TO CLIENTS SPECS.

DOORS AND WINDOWS TO BE

SEALED IN ACCORDANCE WITH

NCC 2019 PART 2 3.12.3

PANEL LIFT DOOR 2700 WIDE x 2100

HIGH CLADDING PANELS TO CLIENTS

SPEC FIXED IN ACCORDANCE WITH

MANUFACTURERS SPEC

BRICKWORK

SELECTED FIRED CLAY

FACE BRICKS.

RAKED JOINTS, STRETCHER BOND

REFER ENGINEER FOR

ARTICULATION JOINTS

ALL MASONRY TO COMPLY

WITH NCC 2019 PART 3.3

TIMBER DECK

ENGINEERED RETAINING WALL

CONC. BLOCK


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


FLOOR35800

CEILING

240

0

22.5°

W8

E.S.L.

6915

1:16

6.37%

1:8

12.29%

FLOOR35800

CEILING

240

0

W7 W6

22.5°

E.S.L.

6946

1 : 100

WESTERN ELEVATION

1 : 100

SOUTHERN ELEVATION


Scale:

Revision:

Date:

Project/Drawing no:

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Client name:



1 : 100

F.G.G.D.D.H.

ELEVATIONS

PD19309 -07

24.04.2020


PLANNING

CUNIC HOMES

02

ROOF FRAMING

PREFABRICATED ROOF TRUSSES

@ 900 CRS MAX

BRACING BY OTHERS

ROOF CLADDING

COLORBOND CUSTOM ORB

TO CLIENTS SPECS.

DOORS AND WINDOWS TO BE

SEALED IN ACCORDANCE WITH

NCC 2019 PART 2 3.12.3

BRICKWORK

SELECTED FIRED CLAY

FACE BRICKS.

RAKED JOINTS, STRETCHER BOND

REFER ENGINEER FOR

ARTICULATION JOINTS

ALL MASONRY TO COMPLY

WITH NCC 2019 PART 3.3

TIMBER DECK

ENGINEERED RETAINING WALL

CONC. BLOCK


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020



Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

Project:

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Client name:



F.G.G.D.D.H.

PERSPECTIVES

PD19309 -09

24.04.2020


PLANNING

CUNIC HOMES

02


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


31

32

33

33

34

34

35

36

37

STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

TREE

SEWER

CONN.

S/WATER

CONN.

STOP

VALVE

FIRE PLUG

KERB EDGE

FOOTPATH

WATER MAIN

COMMS & ELEC.

CONNECTION

ELEC. TURRET

STORMWATER MAIN

SEWER MAIN

STORMWATER

MANHOLE

SEWER

MANHOLE


WATER

CONN.

TO

E O

F B

ATTER

TO

P O

F B

ATTER

PIPELINE & SERVICES

EASEMENT 3.50m WIDE

DATUM

TELSTRA PIT

RL 36.330

SEDIMENT FENCE

FORM SPOON DRAIN TO

DIRECT SEDIEMENTS AWAY

FROM S/WATER & SEWER

CONNECTION

SPOON DRAIN

NATURALSURFACE

20

010

0

150

GEOTEXTILE FILTER FABRIC

(WIDTH OF MATERIAL 850mm)

STAR DROPPING

(2m SPACING)

POST ATTACHEMENT

BELT

20

BACKFILL WITH MATERIAL

EXCAVATED FROM TRENCH

NATURALSURFACE

200

GEOTEXTILE FILTER FABRIC

(WIDTH OF MATERIAL 850mm

TO BE SUITABILY FIXED)EXISTING FENCE

20

0

NOMINAL 25mm AGGREGATE

SILT STOP TYPE 1 SILT STOP TYPE 2TEMPORARY FENCE EXISTING FENCE

1000 400 STRAW BALE DIMENSIONS

1000x450x350 (APPROX.)

NATURAL GROUND50

40

0

NOTE:

STRAW BALES ENTRENCHED

TO 50mm DEPTH PINNED BY 20mm x 20mm

TIMBER STAKES

STRAW BALE SEDIMENT

TRAP SECTION DETAILS

TIMBER STAKE

NTS

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As indicated

SOIL & WATER MANAGEMENTPLAN

PD19309 10

24.04.2020

PLANNING

02


CUNIC HOMES

F.G.G.D.D.H.

F8.4.4.2 PROTECTION OF NATURAL VALUES

P5

a. NATURAL VALUES ARE PROTECTED THROUGH A MAJORITY OF THE SITE

HAVING ITS SOIL UNDISTRUBED.

b. N/A, DOES NOT APPEAR TO BE A NATURAL STREAM BANK RUNNING

THROUGH THIS SITE.

c. REFER TO SOIL & WATER MANAGEMENT PLAN. A SEDIMENT FENCE WILL

BE CONSTRUCTED TO MITIGATE RUNOFF IMPACTS OF THE LAND. ONCE

FULLY LANDSCAPED, THE RISK OF EROSION SHOULD BE LOW.

d. AS THE SITE FALLS TOWARDS THE RIPARIAN VEGETATION. IT SHOULD

BE PROPOSED THAT A SPOON DRAIN IS DUG THAT REDIRECTS

STORMWATER RUNOFF TO THE STORMWATER CONNECTION.

LANDSCAPING SHOULD ALSO HELP MITIGATE SEDIMENT FLOWING

DOWN THE HILL.

1 : 200

SOIL & WATER MANAGEMENT PLAN


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

P.O.S.

STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

P.O.S.

STONY POINT DRIVE

PROPOSED

RESIDENCE

FFL 35.800

BOUNDARY 15.84 m

BO

UND

AR

Y 3

6.8

6 m

BOUNDARY 13.63 m

BO

UND

AR

Y 3

4.9

2 m

P.O.S.

Scale:

Revision:

Date:

Project/Drawing no:

Drawing:

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1 : 250

SHADOW DIAGRAMS

PD19309 11

24.04.2020

PLANNING

02


CUNIC HOMES

F.G.G.D.D.H.

1 : 250

SHADOW DIAGRAM - 21ST JUNE @ 3PM1 : 250

SHADOW DIAGRAM - 21ST JUNE @ 9AM

1 : 250

SHADOW DIAGRAM - 21ST JUNE @ 12PM


APPLICATION No ..................................

DATE RECEIVED ...................................

PLN-20-08924 April 2020


DEVELOPMENT APPLICATION - gcc.tas.gov.au€¦ · 10 soil & water management plan 11 shadow diagrams...

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