DEVELOPMENT APPLICATION · Shadow Diagrams 9 Melner Pl, Oakdowns 7019 General Information Jason Nickerson CC6073Y Owner(s) or Clients CJ Construction Tasmania Pty Ltd G&J Johnstone

DEVELOPMENT APPLICATION

PDPLANPMTD-2019/002947

APPLICANT: Pinnacle Drafting & Design

PROPOSAL: 2 Multiple Dwellings

LOCATION: 9 Melner Place, OAKDOWNS

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 2 October 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 2 October 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

2 October 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.

mailto:[email protected]

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

GSPublisherVersion 0.0.100.100

Drawing No:DA.01DA.02DA.03DA.04DA.05DA.06DA.07DA.08

DescriptionSite PlanSewer & Water PlanEngineering PlanUnit 1 Floor PlanUnit 2 Floor PlanElevationsElevationsShadow Diagrams

9 Melner Pl, Oakdowns 7019

General Information

Jason Nickerson CC6073Y

Owner(s) or Clients CJ Construction Tasmania Pty LtdG&J Johnstone Investments Pty Ltd

Building Classification 1a

Title Reference 24/176320

Climate Zone 7

Corrosion Environment Moderate

Zoning General Residential

Designer


Site Plan

AmendmentsDate Description

This drawing is the property of Pinnacle Drafting & Design, reproduction in whole or part is strictly forbidden without written consent. © 2019

Address:Client:Proposal:

Date: 26.01.19Drawn: JRN

Job No: 009-2019Engineer:Building Surveyor:

Pg No: DA.01

PINNACLE DRAFTING & DESIGN. CC6073Y 2 Kennedy Drv, Cambridge 7170 P: 03 6248 4743 F: 03 6248 4745 E: [email protected]


Unit Development Scale: 1:200

01.08.19 DA Lodged

CJ Construction Tasmania Pty LtdG&J Johnstone Investments Pty Ltd

POS24.00 m2

DRIVEWAY211.30 m2

MA

IL

POS24.00 m2

189.45 m2

93.64 m2

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

6,80

5

1,505

1,580

1,535

7,091

2,183

6,200

3,200

3,200

3,000

3,000

4,000

5,380

3,534

3,119

4,442

3,286

5,774

R/S in driveRL=18.31

1.50 m2

1.50

m2

NEW 3.0m WIDECROSSOVER

EXISTING CROSSOVER TOBE REMOVED AND

FOOTPATH REINSTATED

24750m2

CT: 24/176320

P I P E L I N E A N D D R A I N A G E E A S E M E N T

3 .0 0 m W I D E

41.65

12.26

15.21

41.64

9.85

18

PIP

ELIN

E A

ND

DR

AIN

AG

EE

AS

EM

EN

T 3.00m W

IDE

U N N A M E D R O A D

EXISTING BRICKDWELLING

GATE

GATE

GATE

GATE

LOWER FLOOR AREA121.70 m2

2,767

6,750

FFL:20,300

FFL:17,650

FFL:18,000

FFL:20,650

LOWER FLOOR AREA:130.00 m2

UPPER FLOOR AREA:55.76 m2


V1

U1

U1

U1 U1

N

Site AreasSite area 750 sqm

Total Building Area 262.73 sqmTotal Site Coverage 35%

Impervious AreaImpervious Free 37%

472.06 sqm

Impervious Areas CalculationSite area 750 sqm


Sewer & Water Plan






Pg No: DA.02



Unit Development Scale: 1:200

01.08.19 DA Lodged


DRIVEWAY211.30 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

ST

ST


FFL:20,300

FFL:17,650

FFL:18,000

FFL:20,650




N

20mm WATER METERS WITH INTEGRALDUAL CHECK VALVE TO BE INSTALLED BY

TASWATER AT DEVELOPERS COST INACCORDANCE WITH TW-SD-W-20 SHEET 2.

BETWEEN 0.5m-1m OF BOUNDARY

EXISTING DN25 (ID20)PROPERTY WATER CONNECTIONTO BE UPGRADED TO DN32(ID25) HDPE PN16 SDR11

RUN INDIVIDUAL LINES TOUNITS

1x25mm TO 2x20mmMETER MANIFOLD

BOU

ND

ARY

TASWATER

MAIN

(DN

100 CA

ST IR

ON

CE

ME

NT LIN

ED

OP

PO

SITE

SID

E O

F RO

AD

)

25mm

20mm20mm

PLUMBING NOTES

ALL PLUMBING TO BE IN ACCORDANCE WITHAS3500, TAS PLUMBING CODE AND LOCALAUTHORITY REGULATIONS.

SEWER AND STORMWATER TO MAINSCONNECTIONS, PLUMBER TO VERIFY LOCATIONON SITE.(REFER SITE PLAN.)

MINIMUM GRADIENT ON SEWER PIPES AS PERAS3500:2000 4.4· DN65 = 1:40· DN80, DN100 = 1:60· DN125 = 1:80· DN150 = 1:100


Engineering Plan






Pg No: DA.03



Unit Development Scale: 1:20, 1:200

01.08.19 DA Lodged


125

50

100 THICK X 32 MPa CONCRETE PAVEMENT. SL 82 MESH (T) ONDEEP COMPACTED FCR BASECOURSE.

TYPICAL PAVEMENT DETAIL

40 DEEP WETFORMED OR SAWCUT CONTROL JOINT FILLEDWITH NEOPRENE COMPRESSION SEALANT OR EQUIVALENT.

1:50 FALL

DRIVEWAY211.30 m2

100mm GRATED DRAIN450sq SW PIT

100m

m G

RAT

ED D

RAI

N

450sq SW PIT


FFL:20,300

FFL:17,650

FFL:18,000

FFL:20,650




NNEW 3.0m WIDECROSSOVER

EXISTING CROSSOVER TOBE REMOVED AND

FOOTPATH REINSTATED

GENERAL NOTES:

1. REMOVE ALL TOPSOIL AND ORGANIC MATTER FROM BENEATH CONCRETEDRIVEWAY AREAS AND PROVIDE 100M DEEP COMPACTED FCRBASECOURSE LAYER.

2. CONCRETE STRENGTH SHALL BE 32 MPa MIN.3. PROVIDE CONTROL JOINTS AT 6.0 M CENTRES- REFER DETAIL.4. COMPACT CONCRETE USING MECHANICAL VIBRATORS.5. CURE ALL EXPOSED CONCRETE SURFACES BY KEEPING MOIST FOR 7

DAYS. I.E COVER WITH PLASTIC SHEETS.6. CONNECT NEW SERVICE CONNECTIONS INTO EXISTING. LIAISE WITH

COUNCIL'S PLUMBING SURVEYOR FOR LOCATION OF EXISTINGCONNECTIONS.

7. ALL NEW AND/OR ALTERED SERVICE CONNECTIONS SHALL BEUNDERTAKEN BY COUNCIL AT THE DEVELOPERS EXPENSE.

8. PROVIDE 65 dia AGRICULTURAL DRAINS AT BASE OF CUT AND CONNECTTO STORMWATER AT LOWEST POINT

9. DRIVEWAY TO BE MIN 100mm THICK 32MPa CONCRETE WITH SL82 @ 40mmCOVER OVER 100mm COMPACTED FCR.PROVIDE DEEP TOOLED JOINTS @MAX. 6m CTRS.

10. DRIVEWAY TO BE SLOPED TO INTEGRATED KERB AND GUTTER SYSTEMON LOW SIDE OF DRIVEWAY

11. RAINWATER PIPES TO BE PVC OR COLORBOND FINISH METAL.


0 1 2 3 4 5 6 7 8 9

Unit 1 Floor Plan






Pg No: DA.04

PINNACLE DRAFTING & DESIGN. CC6073Y 2 Kennedy Drv, Cambridge 7170 P: 03 6248 4218 E: [email protected]


Unit Development Scale: 1:100 @ A3

01.08.19 DA Lodged


03.09.19 Council RFI


wm650

DW

F

OVEN

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

HWC

MB

SD

LIVING

DINING

KITCHEN

GARAGE

BED 2

BED 3ROBE

ROBE

ENTRY

BATH

LINEN

WC

HEAT PUMP

A/C

L'DRY

LINEN

118.39 m2

820

720

820

720

820

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

Cabinet

250

3,50

0

90

1,81

0

90

1,39

0

90

900

90

810

90

5,92

425

0

250

3,50

0

90

3,29

0

90

1,80

0

90

3,41

590

2,67

0

250

3,50

025

05,

270

3,34

5

4,00

0

250

3,50

0

90

1,02

5

90

2,97

5

90

1,00

0

90

4,17

5

250

1,50

0

250

3,75

01,

115

8,67

0

250

3,200

90

510

90

1,010

90

510

90

3,160

90

1,010

250

3,800

90

1,010

90

2,050 90 1,710

250

6,600

250

1,290

7,100

995

90

7,915

90

800250

5,305250

1,490

FFL:18,000

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

SD

ENSWIR

BED 1 HALLWAY33.95 m2

720

820

720

1,500

- 2,1

00AW

1,000

- 60

0AW

1,000 - 2,100AW

1,000 - 2,100AW

Cabinet

90430

903,607

90

90 2,037 90 2,000 90

7,897

7,897

904,

065

90

901,

910

9097

690

1,00

090

4,24

5

4,24

6

FFL:20,650

.AJ.

SD

N

UPPER FLOOR PLAN

= SMOKE ALARM

= ARTICULATION JOINT

Floor AreasLower Floor 121.91 sqmUpper Floor 33.53 sqm

Total 155.44 sqm


0 1 2 3 4 5 6 7 8 9

Unit 2 Floor Plan






Pg No: DA.05




01.08.19 DA Lodged




wm650

DW

FOVEN

HWC

MB

SD

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

ROBE

BED 2

L'DRY

KITCHEN

DINING

LIVING

BATH

GARAGE

HEAT PUMPA/

C

BED 3

ROBE

ENTRY

WC

LINEN

130.00 m2

820

820

820

720

720

820

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

Cab

inet

250

3,09

0

90

1,02

0

90

1,00

0

90

6,01

0

250

1,20

025

03,

000

90

1,00

0

90

6,01

0

250

10,6

90

1,20

0

250

3,00

0

90

1,00

090

4,57

5

250

1,43

5

1,95

525

06,

800

250

7,30

0

250

2,490

90

6,620

90

3,500

250250

510

90

3,000 90 1,820 90 3,000 90 510

250

3,590

3,690

250

1,820

250

3,690

2,320

250

9,200

90

3,500

250250

7,700250

5,0908,200

FFL:17,650

A

DESK

DESK

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

SD

ENS WIR

STUDYBED 1

STORAGE

ROBE55.76 m2

820

820

720720

600 -

2,10

0AW

1,200

- 60

0AW

1,500 - 3,000AW

1,500 - 3,000AW

1,500

- 2,1

00AW

1,200

- 60

0AW

Cabinet

A

90

1,00

0

90

1,00

0

90

46590

2,93

090

5,84

5

90

2,09

0

90

3,48

5

90

5,84

5

90 3,260

90

2,170

90

1,000

90

2,660 909,540

90 4,83090600

90 3,750 90

9,540

FFL:20,300

A P

.AJ.

SD

N

LOWER FLOOR PLAN UPPER FLOOR PLAN

= SMOKE ALARM

= ARTICULATION JOINT

Floor AreasLower Floor 136.26 sqmUpper Floor 59.58 sqm

Total 195.84 sqm

NOT FOR CONSTRUCTION


0 1 2 3 4 5 6 7 8 9

Elevations






Pg No: DA.06




01.08.19 DA Lodged




FFL:17,650

FFL:20,300

FFL:18,000

FFL:20,650

1,70

0

max

bui

ldin

g he

ight

6,4

44

max

bui

ldin

g he

ight

6,3

84

2,40

02,

400

2,40

02,

400

Roof Pitch @ 20°

Scyon AxonCladding

selected brickveneer

Scyon AxonCladding


Roof Pitch @ 20°

CEILING

CEILING

NGL

CEILING

CEILING

NGL

FFL:18,000

FFL:20,650

2,40

02,

400

Roof Pitch @ 20°

Scyon AxonCladding


CEILING

CEILING

NGL

FFL:18,000

FFL:20,650

2,40

02,

400

Roof Pitch @ 20°

Scyon AxonCladding


Roof Pitch @ 20°

CEILING

CEILING

NGL

Unit 1 & 2 East Elevation

Unit 1 North Elevation Unit 1 South Elevation


0 1 2 3 4 5 6 7 8 9

Elevations






Pg No: DA.07




01.08.19 DA Lodged



12.09.19 Council RFIFFL:17,650

FFL:20,300

2,40

02,

400

Roof Pitch @ 20°

Scyon AxonCladding


CEILING

CEILING

NGL

FFL:17,650

FFL:20,300

2,40

02,

400

Roof Pitch @ 20°Scyon AxonCladding


Roof Pitch @ 3°

NGL

CEILING

CEILING

boun

dary

boun

dary

FFL:18,000

FFL:20,650

FFL:17,650

FFL:20,300

2,40

02,

400

2,40

02,

400

Roof Pitch @ 20°

Scyon AxonCladding


Roof Pitch @ 20°

Roof Pitch @ 20°

Roof Pitch @ 3°


Scyon AxonCladding

CEILING

CEILING

NGL

CEILING

CEILING

NGL

Unit 2 North Elevation

Unit 2 South Elevation

Unit 1 & 2 West Elevation


0 1 2 3 4 5 6 7 8 9

Shadow Diagrams






Pg No: DA.08




01.08.19 DA Lodged




14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

14 x 189 = 2,650

1 2 3 4 5 6 7 8 9 10 11 12

13

POS24.00 m2

POS24.00 m2

820

720

820

720

820

820

820

820

820

720

720

820

820

RO

LLE

R D

OO

R3,

000x

2,10

0

400 -

2,10

0FW

2,100 - 900AW

1,200

- 1,8

00AW

1,200

- 1,5

00AW

1,200

- 1,2

00AW

2,100

- 90

0AW

2,100 - 900AW

920

1,000

- 60

0AW

2,100 x 2,400

820

2,100 - 900AW ROLLER DOOR 3,200x2,100

1,200

- 60

0AW

1,200

- 1,2

00AW

1,200

- 60

0AW

1,200

- 60

0AW

2,10

0 x

1,80

0

2,100 - 900AW

2,100 x 2,400

1,200 - 1,800AW

1,200 - 1,800AW

1,200 - 1,500AW

9202,1

00 - 90

0

AW

GATE

GATE

GATE

GATE

SHADOWS @ 0900 ON JUNE 21st



SHADOWS @ 1000 ON JUNE 21st SHADOWS @ 1100 ON JUNE 21st



Documents

DEVELOPMENT APPLICATION · Shadow Diagrams 9 Melner Pl, Oakdowns 7019 General Information Jason Nickerson CC6073Y Owner(s) or Clients CJ Construction Tasmania Pty Ltd G&J Johnstone