DEVELOPMENT APPLICATION - City of Clarence · 5 7 °4 0 '15 " 6.5 1 5 7 3 ° 5 5 '2 " 6 1 . 0 5 7...

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


AP2018-1499


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


1:200

DRAINAGE PLAN

o1a/o621 December 2018

MM

Scale

Date

Drawn

Sheet

Init.DateAmendment


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









depth and description of founding material.Refer to Soil Report for nominated foundingSoil Classification : Engineer determined

WARRANE

55 Bass Street


AP2018-1499


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.


EXISTING FLOOR PLAN

o2/o621 December 2018

PJ

Scale

Date

Drawn

Sheet

Init.DateAmendment


No.

1:100

Designer:

NOT to cladding.external edge of studwork

cladding, dimensioning is to NOTE: For lightweight

NOTES









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


AP2018-1499



EXISTING ELEVATIONS

1:100

21 December 2018

PJ

Scale

Date

Drawn

Sheet

Init.DateAmendment


No.

Designer:NOTES









o3/o6

North Elevation

East Elevation South Elevation

West Elevation

WARRANE

55 Bass Street


AP2018-1499



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


@ 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


AP2018-1499


SHED FLOOR PLAN / ELEVATIONSEXISTING / PROPOSED

glazing units.on site prior to ordering

checked and/or confirmedALL window sizes to be


PJ

Scale

Date

Drawn

Sheet

Init.DateAmendment


No.

1:100

Designer:

Articulation joints

Smoke Alarm (interconnected where more than 1)



NOTES










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


AP2018-1499


PROPOSED FLOOR PLAN




PJ

Scale

Date

Drawn

Sheet

Init.DateAmendment


No.

1:100

Designer:

Articulation joints

Smoke Alarm (interconnected where more than 1)



NOTES










North Elevation

East Elevation

West Elevation

06-21AW (DG)

Opaque12-12AW (DG)

NGL

NGL

NGL

FC Cladding

FC Cladding

FC Cladding


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


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


AP2018-1499


PROPOSED ELEVATIONS

1:100



21 December 2018

PJ

Scale

Date

Drawn

Sheet

Init.DateAmendment


No.

Designer:NOTES









o6/o6


DEVELOPMENT APPLICATION - City of Clarence · 5 7 °4 0 '15 " 6.5 1 5 7 3 ° 5 5 '2 " 6 1 . 0 5 7...

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