development application - city of clarence · 2020. 3. 23. · development application...

DEVELOPMENT APPLICATION

PDPLANPMTD-2020/007990

APPLICANT: Assetsafe

PROPOSAL: Dwelling

LOCATION: 2 Boultbee Place, ROKEBY

RELEVANT PLANNING SCHEME: Clarence Interim Planning Scheme 2015

ADVERTISING EXPIRY DATE: 08 April 2020

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 08 April 2020.

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

08 April 2020.

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/

Client:

Project:

Title:

Scale:

COVER SHEET

N.T.S

Date Rev. DescriptionBy

Drawn :

Designed :

Checked :

Checked :

Date :

Date :

Rev :Drawing :Job No :

Building Practitioners Board

Tasmania Reg: CC1822J

Mr George Severini

MIE Aust CPEng (Civil/Strucural)

Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE

AHS Developments pty Ltd

ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057

E: [email protected]

W: assetsafe.com.au

© AHS Developments Pty Ltd

This document is and shall remain the property of AHS Developments. This document may only be used for the purposes for which it was commisioned and in

accordance with the Terms of Engagement for the commission. Unauthorised use of this document in any form whatsoever is prohibited.

19/11/2019A GS

HiVis BUILDING SERVICES P/L

LOT 446 (2) BOULTBEE PLACE, ROKEBY

28.02.2020E DRIVEWAY REVISED FOR BUILDING APPROVAL GS

08/12/2019B DRAWINGS AMENDED FOR MASONRY REQUIREMENTS GS

ISSUED FOR COUNCIL APPROVAL

02/02/2020 C GENERAL AMENDMENTS GS

08/02/2020D GSISSUED FOR BUILDING APPROVAL

A00

ENGINEERING DRAWINGS

PROPOSED RESIDENCE

For

HiVis BUILDING SERVICES

LOT 466 (No 2) BOULTBEE PLACE, ROKEBY

CONTENTS

PAGE DRAWING SCALE

A00 COVER PAGE N.T.S

A01 EXISTING SITE SURVEY PLAN 1:200

A02 SITE PLAN 1:200

A03 GROUND FLOOR PLAN 1:100

A04 FIRST FLOOR PLAN 1:100

A05 ROOF PLAN 1:100

A06 ELEVATIONS 1:100

A07 BUILDING SECTION A-A 1:50

A08 DOORS & WINDOWS SCHEDULE 1:100

A09 ELECTRICAL LIGHTING PLAN 1:100

A10 WET AREA DETAILS SHEET 1/2 N.T.S

A11 WET AREA DETAILS SHEET 2/2 N.T.S

A12 GENERAL SPECIFICATIONS N.T.S

H01 DRAINAGE PLAN 1:200

H02 SWMP PLAN 1:200

H03 SWMP DETAILS N.T.S

SITE ASSESSMENT:

Property ID No:

3593091

Title Reference: C.T. 175194-446

Land Area: 601 m

2

Proposed G/Floor Area: 83.00 m

2

Proposed F/Floor Area: 43.50 m

2

Proposed Garage Area: 21.77 m

2

Proposed outdoor Area: 30.00 m

2

Building Footprint: 141.60 m

2

Building External Area: 111.45 m²

Site Coverage: 18.54 %

Corrosion Environment Moderate

Alpine Area: N/A

Flood Hazard: None

Bushfire Hazard Level: Low

Unstable Land: None

Threaten Species: None

Cultural Heritage: None

Wind Classification: N2 (40 m/s) to AS4055

Soil Classification: Class M to AS2870

Climate Zone: 26

Energy Rating: TBC

1:100 DIAGRAMS SHADDOW SD1 SUN

Received 16.03.2020

24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

2

5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²

BM Nail in stormwater

manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

3

6

.

2

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

B

O

U

L

T

B

E

E

P

L

A

C

E

CONC. CROSSING

EXISTING SURVEY PLAN

(James McEldowney Surveying)

SCALE 1:200

PHONE CONNECTION

SITE LEGEND:

WATER CONNECTION

SEWER CONNECTION I.V-35.66

SW CONNECTION I.V-35.43

Client:

Project:

Title:

Scale:

EXISTING SITE SURVEY PLAN

1:200


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A01

Received 16.03.2020

24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

2

5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

3

6

.

2

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

B

O

U

L

T

B

E

E

P

L

A

C

E

PRINCIPLE PRIVATE

OPEN SPACE 24m²

MAX 1:10 GRADE

PHONE CONNECTION

SITE LEGEND:

WATER CONNECTION

SEWER CONNECTION I.V-35.66

SW CONNECTION I.V-35.43

AREA SCHEDULE:

SITE AREA : 601m²

BUILDING EXT. AREA : 116.21m²

SITE COVERAGE : 19.33%

GROUND FLOOR AREA : 83.00 m²

FIRST FLOOR AREA : 43.50 m²

GARAGE FLOOR AREA : 21.77 m²

POS AREA : 24m²

DRIVEWAY AREA : 45.50 m²

BUILDING FOOTPRINT : 139.00 m² (Including outdoor concrete area)

IMPERVIOUS AREA : 416.50 m² (69.30 %)

SITE PLAN

SCALE 1:200

1990

2500

18227

CONC. CROSSING

P R O P O S E D

R E S I D E N C E

FFL 37.40

P R O P O S E D

G A R A G E

FFL 37.40

CUT

1500

8

5

0

0

7

4

5

2

7

6

8

8

9

0

2

5

C

U

T

FILL

FILL

40°

B

O

U

N

D

A

R

Y

E

A

S

T

F

A

C

I

N

G

5

0

°

B85 Vehicle (8m min radius) (2004)

CONC. DRIVEWAY

CONC. DRIVEWAY

VEHICLE MANEUVERING PATH

SCALE 1:200

C

A

R

P

A

R

K

I

N

G

Client:

Project:

Title:

Scale:

SITE PLAN

1:200


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A02

Received 16.03.2020

UP

GARAGE

DINING

Conc.

CH 2400

GD

3-2127

GD

1-2121

OUTDOOR

LIVING

Td.

OUTDOOR

LIVING

Conc.

CLOTH LINE

Conc.

CH 2400

CH 2400

CH 2400

KITCHEN

ENTRY

CSD820

CSD

820

LOUNGE

CH 2700

CH 2700

CH 2700

LDRY

STACK LINEN

LINEN

BATH

Cft.

ENS

Cft.

BED 3

BED 2

SD

820

SD820

SD770

LIN

E O

F FLO

OR O

VER

GD2-21092

GD4-

21082

14

13

12

11

10

09

0807060504030201

15

16

5900 90 3700 90 1790

250 5900 250 5420 250

900

90

1000

90

1620

2800 250 700

3690

90

4000

250

2870

250

3690

250

4090

2870

250

6400 5670

4190

4090

3120

200

250 1050 250 1930 250 4500 90 3500 250

1300 2180

12070

85903480

12070

510

700

11600

3680

3680

3640

510

3180

90

2020

90

1890

90

3140

250

250

900

90

900

820

600

11000

11510

GW

2-AW

0909

GW1-

AW1804

GW1-

AW1804

GD

1-2121

SD820

GW6-AW2012

LOF

Cft.

fw

fw

fw

LOF

LOF

LOF

GW5-FW0610

Td.

DP.

LOF

Cft.

Conc.

Laminated overlay flooring.

Ceramic floor tiles.

Concrete floor finish

Timber decking: 136 x 25 Spotted Gum

Downpipe

Internal Walls: 90mm stud walls with

10mm plasterboard lining throughout.

(Wet area plasterboard to Bathroom,

Ensuite and Laundry walls)

New levels

LEGEND & NOTES

Rendered EASY LAP Wall Cladding

(3600H x 1200W x 8.5mm)

90mm stud frame internal




RH.Rainwater Head

GROUND FLOOR PLAN

SCALE 1:100

3.0m WIDE ELECTRIC

AWNING ROOF OVER

250mm BRICK VENEER WALLS





fwFloor waste

Cj.

Control Joint

28101000

GW

2-

AW

0909

GW

3-

AW

0606

700

GW

4-

AW

1812

Wall Line

N

o

r

t

h

F

a

c

i

n

g

GW

1 &

G

W6

Window

Facing

WINDOW POSITION

(10.4.4 - A1)

3

0

°

6

5

°

Client:

Project:

Title:

Scale:

GROUND FLOOR PLAN

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A03

Received 16.03.2020

AutoCAD SHX Text

A

AutoCAD SHX Text

A07

MASTER

BEDROOM

WIR

LOUNGE

ENSUITE

Cft.

FW

4-FW

2130

FW

1-FW

0630

FW2-FW2012

FW1-FW0630

CH 2400

CH 2400

CH 2400

SD820

CSD

820

CSD

820

FW3-FW0909 FW2-FW2012

3° Roof Fall

DN

14

13

12

11

10

09

0807060504030201

15

16

3° Roof Fall

120

3700 90 1700 90 1400 90 3790

120

6980 90 2110

90

900

90

600

11100

10860

6400 5670

12070

4000

120

120

4240

2975

90

935

4090

3960

3110

250

11510

900

90

1660

1350

4000

120

120

510

3680

3680

3640

11510

870 11200

LOF

LOF

LOF

FIRST FLOOR PLAN

SCALE 1:100

300W Box Gutter

300W Box Gutter

300W Box Gutter

12070

120 120

COLORBOND CAPPING

THROUGHOUT TO PARAPET WALL

fw

Td.

DP.

LOF

Cft.

Conc.

Laminated overlay flooring.

Ceramic floor tiles.

Concrete floor finish

Timber decking: 136 x 25 Spotted Gum

Downpipe

Internal Walls: 90mm stud walls with




New levels

LEGEND & NOTES

Rendered EASY LAP Wall Cladding

(3600H x 1200W x 8.5mm)





RH.Rainwater Head

250mm BRICK VENEER WALLS





fwFloor waste

Cj.

Control Joint

RH

RH

RH

RH

RH

RAINWATER HEAD

WITH OVERFLOW OUTLET

+ 100x50 DOWNPIPE WITH

SPREADER FOR

ROOF DISCHARGE

ONTO TO LOWER ROOF

(TYPICAL)

Wall Line

N

o

r

t

h

F

a

c

i

n

g

FW1 Window Facing

3

0

°

1.0M HIGH STUD WALL

AS BALUSTRADE

AROUND STAIR

2

5

°

WINDOW POSITION

(10.4.4 - A1)

Client:

Project:

Title:

Scale:

FIRST FLOOR PLAN

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A04

GUTTERING AND DOWN PIPES:

All guttering and down pipes shall be designed and

installed in accordance with AS/NZS 3500.3.2- storm

water drainage, AS 2179 Metal rainwater Goods, the BCA

and the relevant manufacturers instructions. All gutters

must be installed with a fall of not less than 1:500 for

eaves, gutters and 1:200 for boxed gutters. Eave gutters

must be supported by brackets @ max 1200mm crts

METAL ROOFING AND FLASHING:

Colourbond corrugated metal roof sheetingto be

installed to AS 1562 & part 3.5.1 of the NCC and

manufacturers specifications with fixings every 2nd rib

end spans and every 3rd rib elsewhere

Received 16.03.2020

AutoCAD SHX Text

A

AutoCAD SHX Text

A07

SELECTED COLORBOND

ROOF CLADDING.

ROOF PITCH: 3° FALL THROUGHOUT

OVERALL ROOF AREA: 116.15m²

ROOF PLAN

SCALE 1:100

FABRICATED ROOF TRUSSES:

1. ALL ROOF FRAMING SHALL BE FABRICATED ROOF

TRUSSES AT 900MM C/C.

2. TRUSS FABRICATOR SHALL PROVIDE FORM 55 FOR

ALL TIMBER TRUSS WORK.

3. ALL ROOF FRAMING SHALL BE IN ACCORDANCE

WITH AS1684.2.

4. ALL TRUSS TIE-DOWNS SHALL BE 30X0.8 GI LOOPED

STRAP WITH 4/2.8 FH GALV NAILS.

TIMBER FRAMING NOTES:

1. ALL TIMBER LINTELS SHALL BE HYSPAN OR F17.

2. ALL STEEL LINTELS SHALL BE GALVANISED WITH A

MINIMUM OF 150MM BEARING.

3. WEEP HOLES SHALL BE PROVIDED ABOVE ALL

EXTERNAL BRICKWORK OVER LINTELS.

4. ALL DAMP PROOFING OVER WINDOWS SHALL BE

PROVIDED IN ACCORDANCE WITH BCA AND AS3700.

3° Roof Fall 3° Roof Fall

300W

Box G

utter

300W

Box G

utter

3° Roof Fall

3° Roof Fall

120

120

11100

10860

6400 5670

12070

4000

120

120

4240

4090

3960

3110

250

11510

120

120

510

3680

3680

3640

11510

870 11200

300W Box Gutter

300W Box Gutter

300W Box Gutter

12070

COLORBOND CAPPING

THROUGHOUT TO PARAPET WALL

4000

RH

RH

RH

RHRH

RAINWATER HEAD



SPREADER FOR

ROOF DISCHARGE

ONTO TO LOWER ROOF

(TYPICAL)

300W x 150D BOX GUTTER

WITH OVERFLOW.

19mm PLYWOOD BOARD ON

70 x VARIABLE Ht. MGP10 FRAMING

TO ACHIEVE FALL TO DOWNPIPE

OR PROPRIETARY GUTTER STRAPS

ALLOWANCE TO BE MADE FOR

TRUSS BOTTOM CHORD TO

SUPPORT BOX GUTTER

TYPICAL RAINWATER HEAD

SECTION DETAIL

SCALE 1:20

RAINWATER HEAD

WITH OVERFLOW

3° FALL

OVERFLOW OUTLET

DOWNPIPE

GUTTER OUTLET

BRICKWORK

WHERE

APPLICABLE

PARAPET WALL

Client:

Project:

Title:

Scale:

ROOF PLAN

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A05

Received 16.03.2020

AutoCAD SHX Text

A

AutoCAD SHX Text

A07

LEGEND:

RENDERED EASY LAP WALL CLADDING

(3600H x 1200W x 8.5mm)

SELECTED BRICK CLADDING

NORTH-EAST ELEVATION

SCALE 1:100

O/A

B

UILD

IN

G H

T. 6000

2400

2700

300

2400

600

FFL 37.40

CL 39.80

CL 40.10

FFL 40.40

CL 42.80

RL 43.40

SOUTH-WEST ELEVATION

SCALE 1:100

SOUTH-EAST ELEVATION

SCALE 1:100

NORTH-WEST ELEVATION

SCALE 1:100

18

00

FFL 37.40

O/A

B

UILD

IN

G H

T. 6000

2400

2700

2400

600

O/A

B

UILD

IN

G H

T. 6000

2400

2700

2400

600

O/A

B

UILD

IN

G H

T. 6000

2400

2700

2400

600

2400

FFL 37.40

CL 39.80

CL 40.10

FFL 40.40

CL 42.80

RL 43.40

FFL 37.40

BO

UN

DARY

1500

3000

3000

BO

UN

DARY

3000

4

5

°

4

5

°

4

5

°

4

5

°

PD4 BUILDING

ENVELOPE

PD4 BUILDING

ENVELOPE

2500

1500

NGL

NGL

NGL

NGL

1800

FFL 37.40

CL 39.80

CL 40.10

FFL 40.40

CL 42.80

RL 43.40

CL 39.80

CL 40.10

FFL 40.40

CL 42.80

RL 43.40

EXTERNAL CLADDING NOTE:

EXTERNAL LIGHTWEIGHT CLADDING INSTALLATION

AND ARTICULATION JOINTS IN ACCORDANCE WITH

MANUFACTURER'S SPECIFICATIONS.

1900

3.0m WIDE ELECTRIC

AWNING ROOF OVER

350Sq BRICK PIER

AROUND STEEL POST

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

COLORBOND CAPPING

THROUGHOUT TO

PARAPET WALL

1900

RH

100x50Dp

RH

100x50Dp

RH

RH

RH

RH

RH RH

Client:

Project:

Title:

Scale:

ELEVATIONS

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A06

Received 16.03.2020

http://www.Architecture4design.com




























































BUILDING SECTION A-A

SCALE 1:50

The primeter insulation should not block

off air flow coming through the eaves to

the roof ridge capping reduce Insulation

thickness for 600mm from external wall

Bulk insulation directly above ceiling. Minimum

100mm distance from top of uncompressed

insulation to roof sarking at the lowest point

Ventilated Roof Space

590

01

02

03

04

05

06

07

08

10

11

12

13

14

15

16

800 MAX

OVERHANG

STORAGE BELOW

STAIRS

Continuous gap in sarking at ridge

is at least 5mm for all roof pitches.

09

3

7

.

4

0

4

0

.

4

0

FFL 37.40

CL 40.10

FFL 40.40

CL 42.80

RL 43.40

600 MAX

OVERHANG

2700

300

2400

600

100mm THICK CONCRETE PAVING SLAB WITH SL72 TOP MESH 30mm

COVER 25MPa CONCRETE ON PREPARED COMPACTED 100mm FCR BASE.

PROVIDE TOOL JOINT AT 3m x 3m GRID

86

3

7

.

3

1

4

fall

Client:

Project:

Title:

Scale:

BUILDING SECTION A-A

1:50


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A07

ROOF BATTENS:

75 x 38 F17 HW BATTENS SPACING FOR 0.42

CORRUGATED IRON:

950MM MAX END SPAN- FIXING EVERY SECOND RIB

1200mm INTERNAL SPAN MAX- FIXING EVERY THIRD RIB

TIMBER FRAMING:

90 x 35 mgp10 pine studs 450 crts 90 x 45 mgp10 plates 90 x 19 ribbon plate around

exterior wall double studs at window openings greater than 1500 wide

INTERNAL LININGS WALL:

Wet areas are to be lined with WR Board or villaboard. All other walls to be lined with

10mm plaster-board and installed in accordance with AS/NZS 2589 / 2007

CEILING:

All internal ceilings to be lined with 10mm plaster-board and installed in accordance

with AS / NZS 2589/ 2007

SARKING:

Foil types of vapour permeable roof sarking to be installed as a minimum to all roof

areas and 40mm max sag . Sarking to be layed with a min of 1 5 0mm end lap over

the lower sheet and extend to discharge neatly into roof guttering.

METAL ROOFING AND FLASHING:

Colorbond corrugated metal roof sheeting to be installed to AS 1562 & part 3.5.1 of

the NCC and manufacturers specifications with fixings every 2nd rib end spans and

every 3rd rib elsewhere

INSULATION:

THE FOLLOWING ARE MINIMUM REQUIREMENTS - ROOF R4.1 WALLS R2.5 TIMBER

FLOORS R2.5 FRAMING PART 3.4 NCC all timber framing, fixings and bracing shall

comply with as 1684 and the requirements of BCA part 3.4.3. manufactured sizes

must not be undersized to those specified. for all timber sizes, stress grades, spacings

and wall bracing refer to engineers details. tie-down details shall comply with the

requirements of tables 3.4.3.8 and 3.4.3.9

FIXINGS:

All fixings in treated pine to be galvanized or stainless steel.

VERANDAHS, DECKS AND RAMPS

Any ramps, decks or verandah's greater than 1000mm in height above natural

ground level must have a 1000mm high handrail with suitable balustrade. The

maximum gap between balustrade shall be 125mm. (refer NCC 3.9.2).

STAIR NOTES:

Stairs must be designed and constructed in accordance with the NCC , part 3.9.1.

Each flight of stairs must have no more than 18 and no less than 2 risers each stair

flight.

GUTTERING AND DOWN PIPES:

All guttering and down pipes shall be designed and installed in accordance with

AS/NZS 3500.3.2- storm water drainage, AS 2179 Metal rainwater Goods, the BCA and

the relevant manufacturers instructions. All gutters must be installed with a fall of not

less than 1:500 for eaves, gutters and 1:2 00 for boxed gutters. Eave gutters must be

supported by brackets @ max 1200mm crts

RISERS:

The maximum riser height allowed is 190mm. The vertical measurement of an open

riser must not exceed 125mm. (refer NCC 3.9.1.3)

TREADS:

The Min tread width is 240mm. Treads must have a non-slip resistant finish or a

suitable non-skid strip, grooves near the edge of the nosing's.

LANDINGS:

Where a flight of stairs greater than 3 risers in height (or a max of 570mm in height)

services a doorway a landing must be provided. A landing must be no less than

750mm in length, measured at right angles to the sill of the doorway. Where a

threshold is more than 190mm above the adjoining landing it must incorporate steps

designed in accordance with NCC requirements. A landings gradient must be no

more than 1;50.

BALUSTRADE NOTES:

Balustrade must be designed to take loading forces in accordance with AS 1170.1 or

AS/AZS 1170.1 and be designed and constructed in accordance with all relevant NCC

requirements. Wire balustrade must be constructed in accordance with the NCC Part

3.9.2.3 and its relative tables.

A glass balustrade must comply with AS 1288. A barrier must also be designed to take

loading forces in accordance with AS/NZS 1170.1

ENGINEERED ROOF TRUSSES DESIGNED AND CERTIFIED BY

TRUSS MANUFACTURER- TIE DOWN TO BE CERTIFIED BY TRUSS

MANUFACTURER AFTER DESIGNING TRUSS SYSTEM

CONCENTRATED LOADS:

To support concentrated loads (e.g. girder truss), as a minimum,

a double stud is required in the wall frame.

4.5mm thick Hardiflex eaves

lining fixed to 70 x 35 F5

trimmers. Or Equivalent

approved Paint finish.

CSR Bradford (or equivalent)

poly eave vents @ 1800mm

centres installed as per

manufacturer's

recommendations

WIR JOINERY SHOWN ARE

ILLUSTRATIVE PURPOSE

ONLY. BUILDER TO CONFIRM.

PLASTER CEILING BATTENS:

16 MM NAIL UP BATTENS FIXED TO UNDERSIDE

OF TRUSSES FOR PLASTER INSTALLATION

FOOTING AND FLOOR FRAMING

DESIGN - SEE ENGINEERING DETAILS

REFER ENGINEERING DETAILS

300W x 150D

BOX GUTTER

1000

300W x 150D

BOX GUTTER

250

typ.

176

typ.

Received 16.03.2020
















TYPE

GLAZING

U-VALUE

SHGC

FRAME MATERIAL

WIDTH

HEIGHT

No off 2

ID

GROUND FLOOR WINDOW SCHEDULE

GLASS TYPE

GW2

ALUMINIUM

DOOR LIST - EXTERNAL

TYPE

GLAZING

U-VALUE

SHGC

FRAME MATERIAL

WIDTH

HEIGHT

HEAD HEIGHT

ELEVATION

No off

ID

DOOR SCHEDULE

2

DOUBLE GLAZED

1800

ALUMINIUM

400

AWNING/FIXED

GW1

ALUMINIUM

DOUBLE GLAZED

REFER ENERGY EFFICIENCY REPORT

2

FW1

DOUBLE GLAZED

900

900

REFER ENERGY EFFICIENCY REPORT

2

FW2

ALUMINIUM

DOUBLE GLAZED

2000

1200

CLEAR

900

900

ELEVATION

2

GD1

2100

2100

2100

ALUMINIUM

DOUBLE GLAZED

600

3000

1

2100

2100

2700

ROLLER DOOR

ALUMINIUM

1

SWINGING

2100

820

2100

ALUMINIUM

SINGLE GLAZED (FROSTED)

FIRST FLOOR WINDOW SCHEDULE

AWNING AWNING/FIXED

ALUMINIUM

FROSTED

1

FW1

DOUBLE GLAZED

AWNING

ALUMINIUM

1

FW4

DOUBLE GLAZED

CLEAR

2100

3000

AWNING

GD4GD3

SLIDING

CLEARCLEAR FROSTED

GW3

AWNING

1

DOUBLE GLAZED

1800

ALUMINIUM

1200

AWNING/FIXED

GW5

CLEAR

GW4

1

ALUMINIUM

DOUBLE GLAZED

600

600

CLEAR

AWNING

1

DOUBLE GLAZED

600

ALUMINIUM

1000

FIXED

GW6

1

DOUBLE GLAZED

2000

ALUMINIUM

1200

AWNING/FIXED

CLEAR

1

SWINGING

2100

920

2100

TIMBER

NA

GD2

NA

CLEAR

Client:

Project:

Title:

Scale:

DOORS & WINDOWS SCHEDULE

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A08

Received 16.03.2020

SD

SD

FIRST FLOOR ELECTRICAL

LIGHTING PLAN

SCALE 1:100

GROUND FLOOR ELECTRICAL

LIGHTING PLAN

SCALE 1:100

LIGHTING PANEL

DOUBLE POWER POINTS

RECESSED LED DOWN LIGHTS (11W) SEALED TYPE

LED UP/DOWN EXTERIOR WALL LIGHT (16W) MOUNTED AT 1800MM AFL.

EXTRACTOR FAN -VENTED TO EXTERIOR-DAMPER

SD

SMOKE ALARM MUST BE INTERLINKED & HARD WIRED

WITH BATTERY BACKUP.

TO AS 3786 AND PART 3.7.2 OF CURRENT BCA.

COMBINATION LIGHT, FAN & HEAT LAMP UNIT (4 LAMP).

4x275W HEAT LAMPS (NOT INCLUDED IN CALCULATION)

1x15W FLUORESCENT GLOBE

Fan

EXTERNAL WEATHER PROOF GPO, 300mm MIN FROM GL

TV OUTLET

ELECTRICAL LEGEND:

NOTE:

INTERNAL ARTIFICIAL LIGHTING TO NOT EXCEED 5W/m²

EXTERNAL ARTIFICIAL LIGHTING TO NOT EXCEED 4W/m²

SURFACE MOUNTED 1 x 28W FLUORESCENT FITTING

Client:

Project:

Title:

Scale:

ELECTRICAL LIGHTING PLAN

1:100


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A09

Received 16.03.2020

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

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x

AutoCAD SHX Text

x

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x

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x

AutoCAD SHX Text

x

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x

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x

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x

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x

AutoCAD SHX Text

x

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x

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x

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x

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x

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x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

AutoCAD SHX Text

x

Client:

Project:

Title:

Scale:


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








A10

WET AREA SHEET 1

N.T.S

Received 16.03.2020

TABLE 1

VESSELS OR AREA WHERE

ThE FIXTURE IS INSTALLED

Shower area

Bathrooms

DESIGN AND INSTALLATION CRITERIA FOR WET AREA WATERPROOFING (Table 2.1 AS3740-2004)

DESIGN AND INSTALLATION CRITERIA

Walls

LEVEL OF

RISk

High

Medium

Floor

Waterproofed

and drained.

Concrete and compressed

fibre cement sheet

flooring.

Timber floors including

particleboard plywood

and other materials.

Waterproof

Areas adjacent to baths and

spas (applies to all rooms

in which a bath or spa

is installed).

Medium Concrete and compressed

fibre cement sheet

flooring.

Timber floors including

particleboard, plywood

and other materials.

Walls adjoining other vessels

(e.g. sink, basin or laundry tubs).

Low

Waterproof

N/A

Horizontal surface

waterproof*

Vertical surface

water-resistant.

Horizontal surface

waterproof*

Vertical surface

water-resistant.

Water-resistant

Waterproof

Horizontal surface

waterproof*

Vertical surface

water-resistant.

Laundries and WCs

Bathrooms and laundries

requiring a floor waste in

accordance with Volume one

of the BCA.

Low

High Waterproofed

and drained.

N/A

N/A

Water-resistant†

Waterproof†

N/A

Waterproof where

through the floor,

otherwise, N/A.

N/A Waterproof† N/A

Junctions

Water- resistant

Waterproof

N/A Waterproof†

Penetrations

Waterproof*

N/A

TABLE 2

GENERAL REQUIREMENTS FOR EXTENT OF APPLICATION (Table 4.1 AS3740-2004)

Shower area

Enclosed and hobbed

REQUIREMENTS FOR ELEMENTS

Floors and horizontal

surfaces

Waterproof entire enclosed

shower area, including hob

(see Figure 4.3 (a), AS 3740)

Walls

Waterproof to 150mm min. above

the shower floor finished tiled floor

level or 25mm min. above the

maximum retained water level and

the remainder to be water resistant

to a height of 1800mm min. from

finished floor level.

Enclosed and hobless Waterproof entire enclosed

shower area including

water stop.

Enclosed and stepped

down

Waterproof entire enclosed

shower area including the

stepdown.


the shower finished tiled floor level

and the remainder to be water

resistant to a height of 1800mm

min. from finished floor level.


the shower finished tiled floor

level or 25mm min. above the

maximum retained water resistant

to a height of 1800mm min. from


Enclosed and preformed

shower base

N/A Water resistant to a height of

1800mm min. from finished floor

level.

Waterproof internal and external

corners and horizontal joints to

a minimum height of 1800mm

above the floor level with a

minimum width of 40mm either

side of junction.

Unenclosed Waterproof entire shower

area.


the shower finished tiled floor level

or 25mm min. above the maximum

retained water level and the re-

mainder to be water resistant to a

height of 1800mm min. from


Areas outside the shower

area for concrete and

compressed fibre cement

sheet flooring.

Areas outside the shower

area for timber floors

including particleboard,

plywood and other flooring

materials.

Areas adjacent to baths

and spas *† for concrete

and compressed fibre

cement sheet flooring.

Water resistant to entire

floor.

Waterproof entire floor.

N/A


corners and horizontal joints to

a minimum height of 1800mm

above the floor level with a

minimum width of 40mm either

side of junction.

Waterproof all wall to floor

junctions, where a flashing is

used the horizontal leg shall be

a minimum of 50mm.

N/A Waterproof all wall to floor



a minimum of 50mm.

Water resistant to entire

floor.

Water resistant to a height of

150mm min. above vessel and

exposed surfaces below vessel

lip to floor level*

Seal edges for extent of vessel

and junction of bath enclosure

with floor. Where the lip of the

bath is supported by a

horizontal surface this area shall

be waterproof for showers over

bath and water resistant for all

other cases.

Areas adjacent to baths

and spas *† for timber

floors including

particleboard, plywood and

other flooring materials

Waterproof entire floor Water resistant to a height of

150mm min. above vessel and

exposed surfaces below vessel

lip to floor level*

Seal edges for extent of vessel

and junction of bath enclosure

with floor. Where the lip of the

bath is supported by a

horizontal surface this area shall

be waterproof for showers over

bath and water resistant for all

other cases.

Waterproof

penetrations

Wall junctions

and joints


corners and horizontal joints

within a minimum height of

1800mm above the floor level

width of 40mm either side of

junction.

Penetrations

Waterproof

penetrations

Waterproof

penetrations

N/A

N/A

Waterproof tap and

spout penetrations

where they occur in a

horizontal surface.

Waterproof tap and

spout penetrations


horizontal surface.

TablE 2 CONTINUED

GENERAL REQUIREMENTS FOR EXTENT OF APPLICATION (TABLE 4.1 AS3740)

VESSELS OR AREA

WHERE THE FIXTURE

IS INSTALLED

Insert baths

REQUIREMENTS FOR ELEMENTS

Floor and horizontal

surfaces

N/A for floor under the bath.

Waterproof entire shelf area,

incorporating a waterstop

under the bath lip and

project a minimum of 5mm

above the tile surface.

Walls adjointing other

vessels (e.g. sink, basin

or laundry tub)

N/A

Walls

N/A for wall under the bath.


the lip of the bath*.

Wall junctions

and joints

Penetrations

N/A for wall under the bath*.

Waterproof tap and spout penetrations


horizontal surface.

Water resistant to a height of

150mm min. above vessel if the

vessel is within 75mm min. of the

wall

Laundries and WCs Water resistant to entire

floor.

Bathrooms and laundries

requiring a floor waste in

accordance with Volume

one of the BCA.

LEGEND:

N/A = Not applicable

* If a shower is included in a bath refer to the requirements for shower

area walls and penetrations.

† Does not apply to joinery fittings such as vanities.

Waterproof and drain entire

floor.

Seal all wall to floor junctions with

a skirting or flashing to 25mm min.

above the finished floor level,

sealed to the floor.

N/A

Where the vessel is fixed to a

wall, seal edges for extent of

vessel.

Waterproof all wall to floor



a minimum of 50mm.

Seal all wall to floor junctions

with a skirting or flashing to

25mm min. above the finished

floor level, sealed to the floor.

Waterproof tap and

spout penetrations


horizontal surface.

N/A

Waterproof penetra-

tions where they occur

through the floor.

VESSELS OR AREA

WHERE THE FIXTURE

IS INSTALLED

Water-resistant†

Water-resistant†

Waterproof

Water-resistant†

Waterproof

Water-resistant†

Water-resistant†

Water-resistant†

Client:

Project:

Title:

Scale:


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








CA11

WET AREA SHEET 2

N.T.S

Received 16.03.2020

SPECIFICATIONS TO THE BCA AND AS STANDARDS

To be read in conjunction with notations on drawings

3.1-SITE PREPARATION

All filling and excavations to be in accordance with Part 3.1.1.1 NCC and table 3.1.1.1

NCC

For slab on ground buildings the finished slab height shall be generally 150mm above

the external finished surface levels in accordance with Part 3.1.2.3 NCC where

applicable

Grade surface levels under timber/suspended floors to obviate ponding

3.2 Footings and Slabs

Excavations for slabs to be in accordance with Part 3.2.2.1 NCC

Filling and compaction under slabs to be in accordance with Part 3.2.2.2 NCC

Site classification and wind speed as per geo-technical report. Drawings certified by

consulting engineer and details to be used in construction.

All stump footings to be in accordance with Part 3.2.5.6 NCC

3.3 Masonry

External walls to be in accordance with Part 3.3.1.0 NCC internal walls to be in

accordance with Part 3.3.1.0 NCC and isolated piers to Part 3.3.1.4. NCC

Vertical articulation joints are to be provided in un reinforced masonry walls for all site

classifications except A & S. Joint width not to be less than 15mm and provided in

accordance with Part 3.3.1.8 NCC( at 6m crts for Straight continuous walls)

Reinforced masonry to be in accordance with Part 3.3.2.2 NCC and associated tables

Wall ties to be provided in accordance with Part 3.3.3.2 NCC

Steel lintels to be provided as required in accordance with Part 3.3.3.4 NCC

Provide open perpends (weepholes) at 1200 ctrs above DPC or Flashing. Flashings to

Part 3.3.4.6 NCC, weather proofing to single skin masonry walls in accordance with Part

3.3.4.7 NCC

3.4 Framing

Sub floor ventilation to Part 3.4.1.2 NCC. At the rate of 6000mm2 per metre of wall

length. Maintain 150mm minimum clearance under timber to ground. This may be

reduced if CCA or equivalent timber is used and passed by the Building Surveyor.

Steel framing in accordance with Part 3.4.2.1 NCC and be protected and earthed in

accordance with part 3.4.2.2 NCC

All timber framing to AS 1684 and stress graded in accordance with Part 3.4.3.2 NCC

Trussed roofs to be certified by manufacturer and a certificate to be provided to the

Building Surveyor.

Tie down and connections to AS 1684, Bracing to be provided as shown on drawings.

Structural steel members in accordance with Part 3.4.4 NCC

3.5 Roof and Wall Cladding

Roof tiling to be in accordance with part 3.5.1.2 NCC to a maximum pitch of 35 degrees

Metal sheet roofing to be in accordance with part 3.5.1.3 and wall cladding to part 3.5.3

3.6 Glazing

All glazing to AS 1288 and AS 2047

All windows, doors and glass panels to the above Aus Standards and written evidence to be provided.

3.7 Fire Safety

Smoke alarms are to be installed and located in accordance with part 3.7.2 NCC

Heating appliances to be installed in accordance with part 3.7.3 NCC and AS 2918 certificate to be provided

for installation

3.7.4 Bushfire Areas

Construction of buildings in bushfire prone areas must comply with AS3959-2009

3.8 Health and Amenity

All wet areas including showers, baths and wall fixtures to be waterproofed to AS 3740 and in accordance with

part 3.8.1.5 to 3.8.1.6

All wall substrates to be MR board or similar. Splash backs to be provided to a height of 1800 above shower

bases, 150 above baths, handbasins and other fixtures including washing machines.

Shower recesses to comply with part 3.8.1.5 to 3.8.1.9 NCC

Room heights to be in accordance with part 3.8.2.2 NCC

Facilities to be provided in accordance with part 3.8.3.1 to 3.8.3.3 NCC

Doors to sanitary compartments to be in accordance with part 3.8.3.3 NCC and clearance of 1200 mm to be

maintained between pan and nearest part of doorway. Where this is insufficient the door is to open out, sliding

or lift off hinges is to be used.

3.9 Safe Movement and Access

Stair construction in accordance with part 3.9.1 NCC with a maximum rise of 190mm and a minimum tread

width of 240mm.

Balustrades to be in accordance with part 3.9.2 NCC. All balustrades to be a minimum height of 1000mm and

have a maximum aperture of 125mm. Loading forces on balustrades to comply with AS 1170.1

Balustrades on stairs to be 865mm above stair nosing and in accordance with part 3.9.2.3

3.12 Energy Efficiency

Meet the requirements of the energy provisions- in particular

Provide added insulation to ceilings dependant on roof colour to a maximum R value 4.1

Provide R2.5 added insulation to walls

Provide R2.5 under timber floors

Provide Building Sealing in accordance with Part 3.12.3 NCC

3.12.5 Services

Services to comply with NCC 3.12.5

Stormwater and Drainage

All stormwater and drainage to be in accordance with AS 3500.

Disability AS 1428.1

All works for Disabled provisions are to be carried out in accordance with AS 1428.1

Client:

Project:

Title:

Scale:


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








CA12

GENERAL SPECIFICATIONS

N.T.S

Received 16.03.2020

DRAINAGE PLAN

SCALE 1:200

F/FLOOR DRAINAGE PLAN

SCALE 1:200

STACK BELOW

+ VENT TO AIR

SS

SH

B

WC

VP

SS

S S S S S

S

S

S

S

S

S

S

S

S

Sk

SS

B

LT

ORG

fw

fw

WC

SH

Bth

B

SH

WC

DP

DP

DP

fw

within 500mm of the connection to central water

LEGEND & NOTES

Thermal insulation for heated water piping must:

a) be protected against the effects of weather and

sunlight; and

b) be able to withstand the temperatures within the

piping; and

c) use thermal insulation in accordance with AS/NZS

4859.1

Heated water piping that is not within a conditioned

space must be thermally insulated as follows:

1. Internal piping

a) All flow and return internal piping that is -

i) within an unventilated wall space

ii) within an internal floor between storeys; or

iii) between ceiling insulation and a ceiling

Must have a minimum R-Value of 0.2 (ie 9mm of closed cell

polymer insulation)

2. Piping located within a ventilated wall space,

an enclosed building subfloor or a roof space

a) All flow and return piping

b) Cold water supply piping and Relief valve piping-

Must have a minimum R-Value of 0.45 (ie 19mm of closed

heating system

cell polymer insulation)

unenclosed building sub-floor or roof space

3. Piping located outside the building or in an

heating system

a) All flow and return piping

b) Cold water supply piping and Relief valve piping-

within 500mm of the connection to central water

Piping within an insulated timber framed wall, such as

Must have a minimum R-Value of 0.6 (ie 25mm of closed

cell polymer insulation)

that passing through a wall stud, is considered to

comply with the above insulation requirements.

Wet areas shown hatched. Refer to

Stormwater line (100mm UPVC)

Sewer line (100mm UPVC)

notes for waterproofing information.

levelled pad prior to commencing footing excavation.

Install inspection openings at major bends for

stormwater and all low points of downpipes.

All plumbing & drainage to be in accordance with local

Council requirements.

Provide surface drain to back of bulk excavation to drain

Plumbing Code of Australia.

Services

The heated water system must be designed and

installed with Part B2 of NCC Volume Three -

SW

S

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

S

W

SW

VP

VENT TO AIR

S

DN100 STORMWATER LINE TO

LOT CONNECTION POINT

DN100 SEWER LINE TO

LOT CONNECTION POINT

EX. STORMWATER LOT CONNECTION POINT

EX. SEWER LOT CONNECTION POINT

CONC. DRIVEWAY

P R O P O S E D

R E S I D E N C E

FFL 37.40

P R O P O S E D

G A R A G E

FFL 37.40

DN100

D

N

1

0

0

D

N

1

0

0

Ag PIPE

STACK FROM

ABOVE

fw

A

g

P

I

P

E

RH

RH

RH

RH

RH

RAINWATER HEAD



SPREADER FOR ROOF DISCHARGE

ONTO TO LOWER ROOF (TYPICAL)

VENT TO AIR

SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW

S

W

S

W

S

W

S

W

S

W

S

W

I.O

GRATED

TREN

CH

300Sq PIT + DN100 OUTLET

100 HIGH KERB

300Sq PIT + DN100 OUTLET

24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

2

5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

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2

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Client:

Project:

Title:

Scale:

DRAINAGE PLAN

1:200


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








H01

Received 16.03.2020

24°56'20" 40.73

1

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3

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9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

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2

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SOIL MANAGEMENT PLAN

SCALE 1:200

NOTE:

· SEDIMENT AND KERB TURF TO BE CHECKED DAILY

WHILE WORKING ON SITE.

· STORMWATER TO BE CONNECTED AS POSSIBLE TO

STOP EROSION.

P R O P O S E D

R E S I D E N C E

FFL 37.40

P R O P O S E D

G A R A G E

FFL 37.40

KERB TURF

SEDIMENT FENCE

MATERIAL STORAGE AREA

CONC. DRIVEWAY

Client:

Project:

Title:

Scale:

SWMP PLAN

1:200


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








H02

Received 16.03.2020

Client:

Project:

Title:

Scale:

SWMP PLAN

N.T.S


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








H03

IT IS THE DEVELOPOERS/CONTRACTORS

RESPONSIBILITY TO VERIFY THE LOCATION OF ALL

UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO;

GAS, WATER, SEWER, STORM WATER, ELECTRICITY, TELECOMMUNICATIONS

REFERENCED SWMP DRAWINGS

SWMP CONSTRUCTION DETAILS CAN BE OBTAINED FROM

"GUIDELINES FOR SOIL AND WATER MANAGEMENT"

BY THE DEPARTMENT OF PRIMARY

INDUSTRIES WATER AND ENVIRONMENT - JUNE 1999

ENDORSED BY BRIGHTON,

CLARENCE, GLENORCHY, HOBART AND KINGBOROUGH

CITY AND MUNICIPAL COUNCILS.

REVEGITATION & LONG TERM

EROSION CONTROLS:

ONLY REMOVE VEGETATION AS

REQUIRED DURING

CONSTRUCTION.

TREAT HEAVILY CLAYED SOILS

WITH GYPSUM OR LIME AT A RATE

OF 10t/ha TO STABILISE CLAY

PARTICLES.

TEMPORARY STABILISATION CAN

BE GAINED BY SOWING

RYECORN/OATS AT 40kg/ha AND

RYEGRASS CONCORDE AT 10kg/ha

OR SIMILAR FAST ROOTING

GRASSES/CROPS (WITH ADVICE

FROM AGRONOMIST) TO HOLD

TOGETHER TOP SOIL.

PERMANENT GROUND

STABILISATION CAN BE ACHIEVED

USING TURF OR OTHER GRASS

MIXES OF FINE LEAF RYES,

FESCUSES, POA, CLOVERS, ETC.

GARDEN AREAS TO BE MULCHED

WITH WATER EFFICIENT

PLANTINGS THAT HAVE QUICK

ESTABLISHMENT TIMES TO BE

USED IN INITIAL GARDEN BEDS.

WHERE TUNNEL EROSION IS A

EVIDENT THE TUNNELED AREA

MUST BE COMPLETELY BROKEN

UP AND RECONSOLIDATED TO

INTERRUPT CHANNELED FLOWS

OF WATER AND THEN

STABILISED WITH VEGETATION.

DEEP RIP ACROSS THE SLOPE

MAKING SURE THAT THESE RIP

LINES ARE DEEPER THAN THE

BOTTOM OF THE TUNNELS.

COMPACT USING RUBBER

WHEELED TRACTOR ON AREAS

OF SHALLOW TUNNELING.

TUNNELS DEEPER THAN THE

RIPPERS ARE BEST EXCAVATED

AND REPACKED.

SWMP NOTES:

SOLID WASTE MATERIAL TO BE

STORED AND REMOVED FROM

SITE REGULARLY.

REMOVABLE WC TO BE INSTALLED

ON SITE DURING CONSTURCTION

UPTO THE POINT WHERE MAIN

SEWER LINE IS CONNECTED.

STOCK PILES TO BE STABILISED

AS SHOWN ON DETAIL SD9.

VEHICLES/MACHINERY

ACCESSING THE SITE TO USE

HARDENED ACCESS POINT AND

TO BE THOROUGHLY WASHED

(HIGH PRESSURE) TO REMOVE

SOIL AND PLANT MATERIAL

BEFORE LEAVING SITE.

REMOVE ANY SOIL, CONCRETE,

PAINT OR OTHER POTENTIAL

POLLUTANTS FROM ANY AREA

NOT WITHIN THE SITE

BOUNDARY, TO MINIMISE

POLLUTION THROUGH RUN OFF IN

THE RETICULATED STORMWATER

SYSTEM.

RETICULATED WATER MAINS AND

ELECTRICAL CONNECTION

TRENCHED TOGETHER.

NOTES AS

PER SEWER AND STORMWATER

TRENCHING ABOVE.

WATER DIVERSION BARRIER

(DIVERSION OF

UPSLOPE WATER) CONSTRUCTED

FROM SAND OR GRAVEL FILLED

BAGS IN ACCORDANCE WITH

DRAWING SD1.

SILT TRAP/STORM WATER PIT

PROVIDE FILTRATION BARRIER AS

PER DETAIL SD10.

Received 16.03.2020

24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

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5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

3

6

.

2

S

t

a

k

e

S

t

a

k

e

S

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7

:

4

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4

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0

0

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E

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W

POS SUN % SCHEDULE:

TOTAL AREA : 24m²

AREA RECEIVING SUNLIGHT AT 9am : 0m² = 0%

N

E

S

W

7

:

4

4

A

M

4

:

4

1

P

M

9

:

0

0

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24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

2

5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

3

6

.

2

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

S

t

a

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e

B

O

U

L

T

B

E

E

P

L

A

C

E

24°56'20" 40.73

1

3

3

°

5

6

'

1

5

.

8

6

1

2

9

°

2

5

'

1

5

.

4

9

24°56'20" 39.44

C.T.175194-446

601m²


manhole

R.L. 36.14 A.H.D.

Side entry pit

Comm. pit

3

8

3

7

3

7

3

6

.

2

S

t

a

k

e

S

t

a

k

e

S

t

a

k

e

S

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a

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B

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P

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A

C

E

POS SUN % SCHEDULE:

TOTAL AREA : 24m²

AREA RECEIVING SUNLIGHT AT 12pm : 16.5m² = 68.75%

POS SUN % SCHEDULE:

TOTAL AREA : 24m²

AREA RECEIVING SUNLIGHT AT 3pm : 21.45m² = 89.37%

Client:

Project:

Title:

Scale:

SUN SHADOW DIAGRAM

1:200


Drawn :

Designed :

Checked :

Checked :

Date :

Date :




Mr George Severini


Signature......................................Date.08/02/2020

G. Severini

19129 E

G. Severini

G. Severini

G. Severini

10/10/2019

10/10/2019

ENGINEERS

AUSTRALIA

Reg No: 412110

AssetSAFE


ABN: 47 111 958 608

GPO Box 1855

Hobart Tas, 7001

M: 0413 272 057


W: assetsafe.com.au




19/11/2019A GS








SD1

Received 16.03.2020

development application - city of clarence · 2020. 3. 23. · development application...

Documents