ECM 3041692 v1 Advertising DA Cover Memo PLN-21-480 266932

374 Main Road, GlenorchyPO Box 103, Glenorchy TAS 7010

(03) 6216 6800 | [email protected] www.gcc.tas.gov.au

ABN 19 753 252 493

DEVELOPMENT APPLICATION

APPLICATION NUMBER: PLN-21-480

PROPOSED DEVELOPMENT: Two dwellings

LOCATION: 106 Stony Point Drive Austins Ferry

APPLICANT: MinD Architects

ADVERTISING START DATE: 20/10/2021

ADVERTISING EXPIRY DATE: 03/11/2021

Plans and documentation are available for inspection at Council’s Offices, located at 374 Main Road, Glenorchy between 8.30 am and 5.00 pm, Monday to Friday (excluding public holidays) and on Glenorchy City Council’s website (www.gcc.tas.gov.au) until 03/11/2021.

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 11.59 pm on 03/11/2021, or for postal and hand delivered representations, by 5.00 pm on 03/11/2021.

Version: 1, Version Date: 18/10/2021Document Set ID: 3041692

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

mailto:[email protected]

650

0

700

0

750

0

8000

8500

169

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

SW I.O.LID RL: 7.59

INV. RL: 6.30

SEWER I.O.LID RL: 7.58

INV. RL: 6.14

SW MANHOLE

LID RL:7.47

SEWER MANHOLE

LID RL:7.45

PIPELINE & SERVICES

EASEMENT

ST

ON

Y P

OIN

T D

RIV

ES

TO

NY

PO

INT

DR

IVE

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

SW I.O.LID RL: 7.59

INV. RL: 6.30


INV. RL: 6.14

SW MANHOLE

LID RL:7.47

SEWER MANHOLE

LID RL:7.45

PIPELINE & SERVICES

EASEMENT

43.07

10.8

9

4.17

43.77

20.5

2

43.07

10.8

9

4.17

43.77

20.5

2 LOT 169

764 SQ.M.

THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING ANY WORK OR MAKING OF ANY SHOP DRAWINGS.FIGURED DIMENSIONS MUST BE USED IN PREFERENCE TO SCALED DIMENSIONS.ALL SCALED DIMENSIONS MUST BE VERIFIED ON SITE.THIS DRAWING IS COPYRIGHT AND REMAINS THE PROPERTY OF THE ARCHITECT.

PROJECT No.: PROJECT: DRAWING TITLE: SCALE:

DRAWING No.:

REASON FOR ISSUE NORTH:

REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:


ARCHITECT 設計師 DAVID WAI HO AU

PHONE 電話 0410595465

EMAIL 電郵 [email protected]

WEBSITE 網站 MINDARCHITECTS.COM.AU

As indicated @ A1

2

2141 PROPOSED 2 UNIT DEVELOPMENT COVER

DA00LOT 169, WHITESTONE POINT,AUSTINS FERRY

ASHLEY

SEPT 2019

PROPOSED 2 UNITS DEVELOPMENT

LOT 169 WHITESTONE POINT, AUSTINS FERRY

ARCHITECTURAL DRAWINGS

DRAWINGS NO. DRAWING NAME

DA00 COVER

DA01 SITE PLANS

DA02 ELEVATIONS

DA03 ELEVATIONS

DA04 HYDRAULIC PLANS

DA05 SWEPT PATHS

SITE INFORMATION

TITLE REF 181554/169PROPERTY ID 9563286

SITE AREA 764 sq.mDENSITY 2 / 764 sq.m = 382 > 325 sq.m

SITE COVERAGE 249.59 sq.m / 764 sq.m = 32.67% <50%PERVIOUS SURFACES 386.10 sq.m / 764 sq.m = 50.54%>25%

SITE CONTEXT PLAN

Scale 1 : 100DA02

EXISTING & DEMOLITION PLAN2

UNIT A & B

LEVEL GROUND - 114.20 SQ.M. (INC. EXTERNAL WALL)LEVEL 1 - 60.45 SQ.M. (INC. EXTERNAL WALL)

TOTAL - 174.65 SQ.M. (INC. EXTERNAL WALL)

PRIVATE OPEN SPACEUNIT A - 201.02 SQ.M.

UNIT B - 146.06 SQ.M.

ISSUE REVISION DRNCHK /APP DATE

1 DEVELOPMENT APPLICATION DA DA 17/09/2021

2 RESPONSE TO COUNCIL RFI DA DA 14/10/2021


GLENORCHY CITY COUNCILPLANNING SERVICES

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

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

PLN-21-480

14/10/2021


UP

UP

8000

8500

850

0

7500

8000

UP

UP

CONCRETE DRIVEWAY

102 SQ.M.

GARDEN

6m x 4m POSU1 - P1

U1 - P2

LETTER BOXES

EXISTNG

CROSSOVERU2 - P1

U2 - P2

6m x 4m POS

LANDSCAPING

1.7m TIMBER FENCE

DA02

2

DA03

1

DA03

2

DA02

1

ST

ON

Y P

OIN

T D

RIV

E

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

SW I.O.LID RL: 7.59

INV. RL: 6.30


INV. RL: 6.14

SW MANHOLE

LID RL:7.47

SEWER MANHOLE

LID RL:7.45

PIPELINE & SERVICES

EASEMENT

BIN

BIN

43.07

10.8

9

4.17

43.77

20.5

2

29 m²

LIVING &

DINING

4 m²WIP

10 m²CORR.

21 m²GARAGE

12 m²BED 1

12 m²KITCHEN

2 m²FOYER

1 m²LAUN.

BIN

BIN

6 m²BATH

2 m²PDR

29 m²

LIVING &

DINING

4 m²WIP

10 m²CORR.

21 m²GARAGE

12 m²BED 1

12 m²KITCHEN

2 m²FOYER

1 m²LAUN.

BIN

BIN

6 m²BATH

2 m²PDR

BU

ILD

ING

EN

VE

LOP

E A

15499 240 7497 240 3670 90 4625 240 11647

240

1480

240

5834

90

95

90

5834

240

5994

14313 240 7497 240 3670 90 4625 240 11805

240

2572

90

1620

240

6339

240

1620

90

2572

240

90 2600 90 930 90

UNIT A

UNIT B

FFL 8.450

FFL 8.450

BU

ILD

ING

EN

VE

LOP

E B

10000

371

BU

SH

FIR

E S

ET

BA

CK

374

CARPARKING MAX FALL 5%


1.7m H. SOLID TIMBER FENCE

1.7m H. SOLID TIMBER FENCE

1.2m

H. S

OLI

D T

IMB

ER

FE

NC

E

BAY WINDOW / SITTING

DA02

2

DA03

1

DA03

2

DA02

1

14 m²BED 3

4 m²ENS

4 m²CORR.

4 m²ENS

4 m²WIR

13 m²BED 2

4 m²WIR


5 m²BALCONY

14 m²BED 3

4 m²ENS

4 m²CORR.

4 m²ENS

4 m²WIR 13 m²

BED 2

4 m²WIR


5 m²BALCONY

BU

ILD

ING

EN

VE

LOP

E A

17059 90 5497 90 3413 90 5223 90 12230

8115

90

3805

90

169

90

3804

90

4243

90

7958

90

13681 2127 90 5497 90 3413 90 5223 90 12387

UNIT A

UNIT B

BU

ILD

ING

EN

VE

LOP

E B

750



DRAWING No.:


REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:



PHONE 電話 0410595465



1 : 100 @ A1

2

2141 PROPOSED 2 UNIT DEVELOPMENT SITE PLANS


ASHLEY

SEPT 2019

Scale 1 : 100DA02

LEVEL GROUND1

Scale 1 : 100DA02

LEVEL 12






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

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

PLN-21-480

14/10/2021


LEVEL 1RL: 11.150 m

LEVELGROUNDRL: 8.450 m

LEVEL ROOFRL: 13.850 m

LEVEL 2RL: 15.200 m

BR1

FC1

FC2

BR1

FC1

BR1

FC1

FC2

1350

2700

2700

NGL

BUILDING ENVELOPE A

8.5m BUILDING ENVELOPE

SID

E B

OU

ND

AR

Y

SID

E B

OU

ND

AR

Y

LEVEL 1RL: 11.150 m



LEVEL 2RL: 15.200 m

FC2

BR1 BR1

FC2

FC1

FR

ON

T B

OU

ND

AR

Y

1350

2700

2700

FC2

8.5m BUILDING ENVELOPE

7336 6922



DRAWING No.:

REASON FOR ISSUE

REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:



PHONE 電話 0410595465



1 : 50 @ A1

2

2141 PROPOSED 2 UNIT DEVELOPMENT ELEVATIONS


ASHLEY

SEPT 2019

FC1

FC2BR1

LEGEND

FIBER CEMENT CLADDING - JAMES HARDIE MATRIX - PAINT FINISH

FIBER CEMENT CLADDING - JAMES HARDIE AXON 133 - PAINT FINISHBRICK VENEER

Scale 1 : 50DA01

EAST ELEVATION1

Scale 1 : 50DA01

SOUTH ELEVATION2

NOTE:

- ALL EXTERNAL GLAZING TO BE LOW REFLECTANCE GLASS SURFACES.






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

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

PLN-21-480

14/10/2021


LEVEL 1RL: 11.150 m



LEVEL 2RL: 15.200 m

BR1

FC2

FC2

FC2

FC2

BR1

BUILDING ENVELOPE B

BUILDING ENVELOPE A

1200

SID

E B

OU

ND

AR

Y

SID

E B

OU

ND

AR

Y

1350

2700

2700

3621

3469

LEVEL 1RL: 11.150 m



LEVEL 2RL: 15.200 m

BR1

FC2

FC2

BR1

FC1

FC2

2700

2700

1350

7290



DRAWING No.:

REASON FOR ISSUE

REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:



PHONE 電話 0410595465



1 : 50 @ A1

2

2141 PROPOSED 2 UNIT DEVELOPMENT ELEVATIONS


ASHLEY

SEPT 2019

Scale 1 : 50DA01

WEST ELEVATION1

Scale 1 : 50DA01

NORTH ELEVATION2

FC1

FC2BR1

LEGEND

FIBER CEMENT CLADDING - JAMES HARDIE MATRIX - PAINT FINISH

FIBER CEMENT CLADDING - JAMES HARDIE AXON 133 - PAINT FINISHBRICK VENEER

NOTE:

- ALL EXTERNAL GLAZING TO BE LOW REFLECTANCE GLASS SURFACES.






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

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

PLN-21-480

14/10/2021


ST

ON

Y P

OIN

T D

RIV

E

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

SW I.O.LID RL: 7.59

INV. RL: 6.30


INV. RL: 6.14

SW MANHOLE

LID RL:7.47

SEWER MANHOLE

LID RL:7.45

PIPELINE & SERVICES

EASEMENT

43.07

10.8

9

4.17

43.77

20.5

2 SEWER LINE FROM

ABOVE

DW & S

WM&TR

WC

SHR

B

BA

SEWER LINE FROM

ABOVE

DW & S

WM&TR

WC

SHR

B

BA

DPØ90

DPØ90DPØ90

SV

SV

DPØ90

DPØ90DPØ90

UPGRADE EXISTING DN20 PROPERTY WATER

CONNECTION WITH A DN32 (ID25) CONNECTION.

INSTALLED BY TASWATER APPROVED

CONTRACTOR AT DEVELOPER'S COST.

2 x NEW DN20 WATER METERS ON MANIFOLD. AS PER

TWS-W-0002-SHEET009. BELOW GROUND, LOW

HAZARD WITH NON-TRAFFICABLE LID. INSTALLED BY

TASWATER APPROVED CONTRACTOR AT

DEVELOPER'S COST.

DN25 WATER SUPPLY TO UNIT A

DN25 WATER SUPPLY TO UNIT B

UNIT A

UNIT B

DN100 uPVC SEWER PIPE 1:60 MIN

GRADE CONNECT TO TASWATER

APPROVED CONNECTION POINT

DN100 uPVC SW PIPE 1:100 MIN GRADE CONNECT TO COUNCIL APPROVED CONNECTION POINT

DN100 uPVC SW PIPE 1:100 MIN GRADE CONNECT TO COUNCIL APPROVED CONNECTION POINT

HEAT PUMB OVERFLOW

CONNECTION TO SW

HWC OVERFLOW TUNDISH & DN40

TAPPED WASTE DRAIN FROM

OVERFLOW SAFE TRAY

HEAT PUMB OVERFLOW

CONNECTION TO SW

HWC OVERFLOW TUNDISH & DN40

TAPPED WASTE DRAIN FROM

OVERFLOW SAFE TRAY

ORG WITH GARDEN TAP OVER.

ORG TO BE MIN. 150mm BELOW

LOWEST SANITARY FIXTURE

DN100 uPVC SEWER PIPE 1:60 MIN

GRADE CONNECT TO TASWATER

APPROVED CONNECTION POINT

ORG WITH GARDEN TAP OVER.

ORG TO BE MIN. 150mm BELOW

LOWEST SANITARY FIXTURE

TRAFFICABLE 150mm GRATED DRAIN AND 450mm GRATED PIT

FALL

FALL

V

V



DRAWING No.:


REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:



PHONE 電話 0410595465



1 : 100 @ A1

1

2141 PROPOSED 2 UNIT DEVELOPMENT HYDRAULIC PLANS


ASHLEY

SEPT 2019

Scale 1 : 100DA02

HYDRAULIC PLAN1





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

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

PLN-21-480

14/10/2021


B85STANDARDS

2004 (AU_NZ)

B85

STANDARDS 2004 (AU_NZ)

B85STANDARDS 2004 (AU_NZ)

(c) 2021 Transoft Solutions, Inc. All rights reserved.

(c) 2021 Transoft Solutions, Inc. All rights reserved.

B85STANDARDS 2004 (AU_NZ)

B85

STANDARDS 2004 (AU_NZ) B85

STANDARDS 2004 (AU_NZ)(c) 2021 Transoft Solutions, Inc. All rights reserved.

(c) 2021

Transoft

Solutions,

Inc. All r

ights rese

rved.

ST

ON

Y P

OIN

T D

RIV

E

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

43.07

10.8

9

4.17

43.77

UNIT A

UNIT B


ST

ON

Y P

OIN

T D

RIV

E

MAINS SWITCHBOARD

SW GRATE

LID RL: 8.60

STOP VALVE

WATER

METER

COMMS & POWER

CONDUIT

43.07

10.8

9

4.17

43.77

UNIT A

UNIT B




DRAWING No.:


REVISION:

CONSULTANTS:

PROJECT ADDRESS:

CLIENT:

PROJECT DATE:



PHONE 電話 0410595465



1 : 100 @ A1

1

2141 PROPOSED 2 UNIT DEVELOPMENT SWEPT PATHS


ASHLEY

SEPT 2019

Scale 1 : 100DA02

SWEPT PATH_11

Scale 1 : 100DA02

SWEPT PATH_22





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

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

PLN-21-480

14/10/2021


Documents

ECM 3041692 v1 Advertising DA Cover Memo PLN-21-480 266932