murphy homes qld pty ltd c/- rps group (mackay) pty ltd po … · 2014-09-26 · your ref: 119601-5...

YOUR REF: 119601-5 LOT 89 AGL MURPHY OUR REF: DA-2014-40

22 April 2014 Murphy Homes QLD Pty Ltd C/- RPS Group (Mackay) Pty Ltd PO Box 1895 MACKAY QLD 4740 Dear Sir/Madam DECISION NOTICE Applicant: Murphy Homes QLD Pty Ltd Proposal: Material Change of Use - Dual Occupancy Application Number: DA-2014-40 Address: 63 Superior Boulevard, ANDERGROVE QLD 4740 Property Description: Lot 89 on SP263838 Please find enclosed the above Decision Notice with the relevant attachments: Decision Notice Assessment Manager’s Conditions Approved Plans Appeal Rights Notice to Commence Use Infrastructure charges are applicable on this approval. A separate Infrastructure Charge Notice accompanies this Decision Notice. If you require any further information, please contact Darryl Bibay.

This is a Mackay Regional Council digitally signed document.

Decision Notice

Sustainable Planning Act

Application Number: DA-2014-40

Date of Decision: 22 April 2014

1. APPLICANT/S DETAILS

Name: Murphy Homes QLD Pty Ltd

Postal Address:

C/- RPS Group (Mackay) Pty Ltd

PO Box 1895

MACKAY QLD 4740

2. PROPERTY DETAILS

Property Address: 63 Superior Boulevard, ANDERGROVE QLD 4740

Property Description: Lot 89 on SP263838

3. PROPOSAL

Material Change of Use - Dual Occupancy 4. DECISION TYPE

DEVELOPMENT DECISION

Material Change of Use Development Permit

Approved in Full Subject to Conditions


Decision Notice


5. ASSESSMENT MANAGER’S CONDITIONS

The conditions relevant to this decision are attached to this notice. These conditions are clearly identified to indicate whether the assessment manager or a concurrence agency imposed them.

6. IDAS REFERRAL AGENCIES It is advised that there are no Referral Agencies for this application. 7. SUBMISSIONS There were no properly made submissions received on this application. 8. PLANNING SCHEME

This decision is issued under the Mackay City Planning Scheme including amendments up to 24 February 2014.

9. SUPERSEDED PLANNING SCHEME

Not Applicable

10. FURTHER APPROVALS REQUIRED Minor Works Permit

Invert Crossing and Concrete Driveway Stormwater Connection (if new connections) Building Works – Development Permit Plumbing and Drainage Works – Compliance Permit

11. PRELIMINARY APPROVAL OVERRIDING THE PLANNING SCHEME

Not Applicable

12. RELEVANT PERIOD The standard relevant period states in Section 341 of the Sustainable Planning Act 2009 apply to each aspect of development in this approval, if not stated in the conditions of approval attached.

13. APPEALS Attached is an extract from the Sustainable Planning Act 2009 which details your appeal rights and the

appeal rights of any submitters regarding this decision. 14. ASSESSMENT MANAGER SIGNATURE

Name Shane Kleve

Position Principal Planner

Signature Date


shane

Typewritten Text

22nd April 2014

ASSESSMENT MANAGER CONDITIONS Application Number: DA-2014-40 Decision Date: 22 April 2014

Page 1 of 5

1. Plan of Development

The approved dual occupancy development must be completed and maintained generally in accordance with the Plan of Development (identified in the Table below) and supporting documentation which forms part of this application, except as otherwise specified by any condition of this approval.

Job

Number Drawing Number

Plan Title Revision Prepared by Date

1300057 000 Cover Sheet D Murphy Homes

30/01/2014

1300057 001 3D Perspectives D Murphy Homes

30/01/2014

1300057 100 Site Plan D Murphy Homes

30/01/2014

1300057 102 Car Turning Circles

D Murphy Homes

30/01/2014

1300057 200 Ground Floor D Murphy Homes

30/01/2014

1300057 202 Roof Plan D Murphy Homes

30/01/2014

1300057 300 Elevations D Murphy Homes

30/01/2014

1300057 301 Elevations D Murphy Homes

30/01/2014

120822-5-CD-L0.00

Cover Page Landscaping Documentation

01 RPS 18/02/2014

120822-5-CD-L1.00

Landscape Plan 01 RPS 18/02/2014

120822-5-CD-L2.00

Construction Details

01 RPS 18/02/2014

120822-5-CD-L3.00

Specification Notes

01 RPS 18/02/2014

2. Compliance with Conditions

All conditions must be complied with prior to the occupancy of the building for the approved use, unless specified in an individual condition.

3. Maintenance of Development

Maintain the approved development (including landscaping, carparking, driveways and other external spaces) in accordance with the approved drawing(s) and/or documents, and any relevant Council engineering or other approval required by the conditions.

4. Conflict between plans and written conditions

Where a discrepancy or conflict exists between the written condition(s) of the approval and the approved plans, the requirements of the written condition(s) will prevail.



Page 2 of 5

5. Notice of Intention to Commence the Use

Prior to the commencement of the use on the site, written notice must be given to Council that the use (development and / or works) fully complies with the decision notice issued in respect of the use (please see attached notice for your completion).

6. Completion of Landscaping

All of the landscaping works shown on the approved plan must be completed before the commencement of the use on the site.

The approved plans are to be amended to detail the installation of an irrigation system and backflow prevention device/s.

7. Visual Screen Fence

A visual screen fence between the site and adjoining properties must be constructed. The screen fence must be a minimum height of 1.8 metres. Furthermore, the fence must be tapered to a height of 1.2 metres within 6 metres of the front alignment. The total cost of this fencing to be met by the Developer.

8. Waste Storage Area

The waste storage area must be provided in the location shown on the approved plan and must comply with the following;

Contain an impervious surface. Contain sufficient storage space for the storage of 240 litre refuse and

recycling bins for each unit. 9. Outdoor Storage

The outdoor storage of any equipment or material and any service area shall be aesthetically screened so as not to be visible from Superior Boulevard.

10. Minimum Car Parking Spaces The development must be supplied with 3 car parking spaces in accordance with the

approved plan and maintained thereafter. 11. No Nuisance to Adjoining Properties

All service equipment, lighting and air-conditioning units shall be located so as not to cause a nuisance to neighbouring properties.

12. Damage The developer is responsible for the repair of any damage that is caused to Council’s

infrastructure as a result of the construction works associated with the proposed development. The developer must make any damage safe and then notify Council immediately. Council will make the decision as to who will carry out the rectification works and the timing for the completion of those works.



Page 3 of 5

13. Compliance with Council Standards

All design and construction for the development must be in accordance with Council’s Policies, Engineering Design Guidelines, Standard drawings and standard specifications.

14. Minimum Building Floor Level

The minimum habitable floor level of the proposed development must be the higher of: 300mm above the Q100 flood level (Q100 flood level = RL 6.244m AHD) 300mm above the top of kerb 300mm above the crown of the road 225mm above ground level a level which allows the connection of all sanitary fixtures to the designated

sewer connection point by means of sanitary drainage which complies with AS3500

15. Site Filling a) Filling on site must be restricted to the building footprint and car park areas

only. b) Filling of other parts of the site must be limited to the minimum amount

necessary to enable the site to be free draining. 16. Invert Crossing and Driveway Access for both units must be via the existing invert crossing at the southern corner of

the site. An application for a Minor Works Permit must be submitted to Council for construction

of the portion of driveway within the road reserve. 17. Stormwater Drainage Stormwater from the site (including roofwater) shall be collected within the property

boundaries and discharged via an underground system to Council’s stormwater system. The stormwater discharge points are the existing roofwater drainage pipes extending in to the site from the kerb adaptors at the northern and southern corners of the site.

18. Ponding and Diversion of Stormwater Ponding of stormwater resulting from the development must not occur on adjacent

sites and stormwater formerly flowing onto the site must not be diverted onto other sites. The site shall be graded so that it is free draining.

19. Existing Services - Water and Sewer The proposed development must connect to the existing reticulated water and sewer

services provided to the subject site.



Page 4 of 5

20. Sewers Policy All building work is to comply with Queensland Development Code MP 1.4 – “Building

over or near relevant infrastructure”. 21. Live Connections Council’s Water and Waste Services Department is to carry out all water connection

and live sewer work at the developer’s expense. 22. Water Metering Separate water meters must be provided for each dwelling. 23. Electricity and Telecommunications Services The approved development must be provided with electricity and telecommunications

infrastructure. Advice See Ergon Drawing ECMM-7.8 for Location of Metering Panels at the following

website: www.ergon.com.au/__data/assets/pdf_file/0004/45994/NA000403R328ver8-Queensland-Electricity-Connection-and-Metering-Manual.pdf. Please contact Ergon for confirmation.

ASSESSMENT MANAGER’S ADVICE

1. Local Laws

The approved development must also comply with Council’s current Local Laws under the Local Government Act 2009.

2. Hours of Work

It is the applicant/owner’s responsibility to ensure compliance with Section 440R of the Environmental Protection Act 1994, which prohibits any construction, building and earthworks activities likely to cause audible noise (including the entry and departure of heavy vehicles) between the hours of 6:30pm and 6:30am from Monday to Saturday and at all times on Sundays or Public Holidays.

3. Dust Control

It is the applicant/owner’s responsibility to ensure compliance with Section 319 General Environmental Duty of the Environmental Protection Act 1994, which prohibits unlawful environmental nuisance caused by dust, ash, fumes, light, odour or smoke beyond the boundaries of the property during all stages of the development including earthworks and construction.



Page 5 of 5

4. Sedimentation Control

It is the applicant/owner’s responsibility to ensure compliance with Chapter 8, Part 3C of the Environmental Protection Act 1994 to prevent soil erosion and contamination of the stormwater drainage system and waterways.

5. Noise during Construction and Noise in General

It is the applicant/owner’s responsibility to ensure compliance with Chapter 8, Part 3B of the Environmental Protection Act 1994.

6. General Safety of Public during Construction

It is the principal contractor’s responsibility to ensure compliance with Section 19 (2) Work Health and Safety Act 2011. Section 19 (2) states that a person conducting a business or undertaking must ensure that the health and safety of other persons is not put at risk from work carried out as part of the conduct of the business or undertaking.

It is the responsibility of the person in control of the workplace to ensure compliance with Section 20 (2) of the Work Health and Safety Act 2011. Sections 20 (2) states that the person in control of the workplace is obliged to ensure that the means of entering and exiting the workplace and anything arising from the workplace are without risks to the health and safety of any person.

7. Contaminated Land

It is strictly the applicant/owner’s responsibility to source information regarding contaminated land from the Department of Environment and Heritage Protection, Contaminated Land Section as Council has not conducted detailed studies and does not hold detailed information pertaining to contaminated land.

8. Adopted Infrastructure Charges Notice

Pursuant to the Sustainable Planning Act 2009 and the State Planning Regulatory Provision (adopted charges) an Adopted Infrastructure Charges Notice relates to this Development Permit, and accompanies this notice.

Prior to making payment please contact Mackay Regional Council, Development Services, Business Support Unit to establish if any Development Incentive Policies apply to the development at the time of the payment will be made.


OFFICE USE ONLYAMENDMENTS TO SCHEDULE

REV.STAGED

PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE

25.11.13 A WD'S PRELIMINARY WD'S

09.12.13 B WD'S PRELIMINARY WD'S

07.01.14 C WD'S WORKING DRAWINGS

30.01.14 D WD'S WORKING DRAWINGS

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:

CHECKED:DRAWN:CLIENT:

c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS

USE FIGURED DIMENSIONS AT ALLTIMES. REFER ANY ENQUIRES TOBUILDING CONTRACTOR. ALLDIMENSIONS TO BE VERIFIED ON SITEPRIOR TO CONSTRUCTION. ALL WORKTO COMPLY WITH LOCAL AUTHORITYREGULATIONS AND BCA.

STAGED PLAN:DESIGN:

CLIENTS SIGNATURE:___________________________________CLIENTS SIGNATURE:________________________________________

THIS DESIGN IN PART OR WHOLE IS SUBJECT TO COPYRIGHT MURPHY BUILDERS QLD

BUILDING DESIGNERSJAZZDESIGNS

1 : 100

MURPHY HOMES

LOT 89 CNR SUPERIOR BLVDAND LAKESIDE WAYANDERGROVE LAKES ESTATE

00030.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Cover Sheet

DRAWING LIST

000 Cover Sheet

001 3D Perspectives

100 Site Plan

101 Car Turning Circles

200 Ground Floor

201 Roof Plan

300 Elevations

301 Elevations

302 Sections

400 Slab Plan

500 Electrical Plan

700 Unit 1 - Kitchen Details

701 Unit 2 - Kitchen Details

702 Unit 1 - Wet Area Details

703 Unit 2 - Wet Area Details

All material shall be new UNO. Reused items to be checked for soundness etc. prior to use.

- AS PER ENGINEERS DETAILS

b. Walls to have a continuous cavity kept clear of mortar droppings.

a. Brickwork to conform to AS 3700 1998 Masonry in buildings

c. Ceramic tiles or other approved impervious material to walls above showers to 1800mm min above floor.

c. Brick foundation walls under timber floors to have vents at 7500 sq mm per metre length of externalwall. (Approx. 1 brick sized vent every 2 metres.)

a. Floor surfaces to bath & laundry shall be impervious, with junctions between wall and floor flashed to preventmoisture penetration into walls.

Dimensions take preference to scale and are to structure not finish.

Work shall comply with the Building Code of Australia, Building Act Qld, and all relevant current AustralianStandards. Any outdated Standards listed in these notes are to be taken to refer to the current edition.

Check and verify dimensions and confirm any existing dimensions marked.

All dimensions in millimetres.

d. Ground surface to be sloped 1:20 (min) away from building for 900mm (min) and to a pointwhere ponding will not occur near the building.

b. Footings shall be placed as per builders spec or engineers details.

c. Footings to found in non-expansive natural material having a minimum allowable bearing capacity of 100kPa.

e. Dish drains and ag-pipes to be provided as indicated to facilitate drainage of water awayfrom building into drainage system.

It is at the Builders discretion to position bulkheads or service panels underfloor framing to accommodate plumbing services

a. Site to be excavated and or filled to levels shown.

6. UNO = Unless Noted Otherwise.

OMP = Outer Most Point. DPC = Damp Proof Course.

a. All sizes of timber members deduced from AS 1684

c. Sizes of timber members may vary upon ordering requirements but must remain within the guidelinesof the said reference material.

b. All remaining sizes of items deduced from Australian Domestic Construction Manual orrelevant manufacturers specification.

Manufacturers specification means a current approved specification for use under the conditionsapplicable.

STEELWORK

BRICKWORK

REINFORCED CONCRETE

AS APPLICABLE - REFER DWG FOR MATERIALS USED.

WET AREA SURFACES

FRAMING TIMBER

BLOCKWORK

MATERIALS AND CONSTRUCTION

GENERAL NOTES:

SITE WORKS

DESIGN LOADS

c.Any variation at construction stage to comply with Council policy.

b. Position of retaining walls may vary and must be verified by builder prior to commencement.a. All retaining walls are to comply with Council policy on retaining walls and embankments on residential building sites.

RETAINING WALLS



- AS PER AS 1684. 1999 National timber framing code

4.3.

2.1.

5.

7.

d. Provide wall ties at 600mm spacings both vertical and horizontal andwithin 300mm of articulation joints. Brick ties to be stainless steel.

STAIR REQUIREMENTS

Min. tread 240mm, Min.riser 115mm, Max. riser 190mm. Space between open treads Max. 125mm. Treads to be a nonslip surface. Balustrades : min. 1000mm above landings with max. opening of 125mm and in accordanced with BCA3.9.2. For stainless steel ballustrade, refer to table 3.9.2.1 (Wire balustrade construction - required wire tension andmaximum permissible deflection) of the BCA

b. All wet areas to comply with BCA 3.8.1.2 and AS 3740. Splashbacks shall be imperviousfor 150mm above sinks, troughs and hand basins within 75mm of the wall.

TILED DECKS:

Tiled decks over livable areas are to be, in the following order over the floor joists : 19mm compressedFC sheet, with one layer of parchem emerproof 750 with a second layer of sand seed with a DFT of1300 micron, installed to manuf. specifications, and floor tiles over, all corners to have 20mm masticsealant under parchem emerproof 720

SAFTEY GLAZING TO BE USED IN THE FOLLOWING CASES:

a. All rooms - within 500mm vertical of the floorb. Bathrooms within 1500mm vertical of the floorsc. Fully glazed doorsd. Shower screense. Within 300mm of a door and <1200mm above floor levelf. window sizes are nominal only, actual sizes will vary with manufacturer, flashing all round

These plans are to be read in conjuction with any structural and civil engineering computions and drawings

All buildings shall be protected against termite attack in accordance with AS 3660.1 and a durable notice shallbe left in the meter box indicating type of barrier and required periodical inspections

All works shall comply with but not limited to the building code of australia and theaustralian standards listed below.

AS 1288 - 1994 GLASS IN BUILDINGS SELECTION AND INSTALLATION

AS 1562 - 1992 DESIGN AND INSTALLATION OF SHEET ROOF AND WALL CLADDING

AS 1684 - 1999 NATIONAL TIMBER FRAMING CODEAS 2049 - 1992 ROOF TILES

AS 2050 - 1995 INSTALLATION OF ROOF TILES

AS 2870 - 1996 RESIDENTIAL SLAB AND FOOTINGS - CONSTRUCTION

AS /NZS 2904 - 1995 DAMP-PROOF COURSES AND FLASHINGS

AS 3600 - 1994 CONCRETE STRUCTURESAS 3660 - 2004 BARRIERS FOR SUBTERRANEAN TERMITES

AS 3700 - 1998 MASONRY IN BUILDINGSAS 3786 - 1993 WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS

AS 4055 - 1992 WIND LOADING FOR HOUSESAS 4100 - 1996 STEEL STUCTURES

Smoke detectors to be hard wired with emergency back-up and comply with AS3786

Wind speed as nominated on bracing plan or soil test

Provide lift-off hinges to WC or open out door or min. 1200mm clearance from door to pan.

All construction materials supplied must take into account proximity to coastal or industrial environments, in accordance with manuf. specifications

These plans are protected by copy right and are the property of the author.


nicoler

Auto Date Manual DA

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




MURPHY HOMES


00130.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

3D Perspectives


nicoler

Auto Date Manual DA

HWS

HW

S

H

TBMK

SGP

S

S

S

K

9.700

9.800

9.900

9.600

9.6

99

9.7

05

9.6

23

9.4

90

9.3

83

9.6

15

9.5

94

9.7

52

9.5

80

9.5

62

9.5

26

9.3

59

9.2

65

9.4

74

9.5

49

9.8

38

9.4

62

9.8

41

9.9

65

9.9

51

9.8

56

9.6

88

9.6

76

9.7

83

9.8

63

9.8

53

9.7

38 UNIT 1

PROPOSEDDRIVEWAY

PROPOSEDPATH

4520

WA

LL

4070 O

MP

6300

WA

LL

5850 O

MP

3650

WA

LL

3200 O

MP

5077 O

MP

5818 P

OS

T

3971 O

MP

4582 W

ALL

3946 O

MP

4761 P

OS

T

4590 OMP

5171 WALL

OMP / WALL5146

6458 OMP / WALL

6908 WALL

UNIT 2

PROPOSED RESIDENCEGROUND FFL = 10.100

PAD RL = 9.790

LETTERBOXRendered brick

SCREEN MOUNTEDCLOTHES LINE

TAP

TAP

MB

MB

TAP

TAP

DP

DP

DP

DP

DP

DP

DP

DP

CARPARKING

BAY

GA

SB

OT

TLE

S

GASBOTTLES

CROSS OVERTo Local ShireCouncil Requirements

4000

SU

PE

RIO

R B

LVD

LAKESIDE WAY

OMP

1504

OMP

1514

WALL MOUNTEDCLOTHES LINE

0°01'40" (35.208m)

90°0

4'05

" (2

4.17

1m)

183°41'00" (9.460m)

195°54'40" (6.354m)

200°45'05" (6.032m)

208°52'35" (9.094m)

227°05'40" (3.409m)

249°10'30" (7.935m)

266°18'40" (5.443m)

176°03'30" (0.533m)

CUT / FILL LINE

10 CUT

100 CUT APPROX'

100 FILLAPPROX'

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

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TOE OF BATTER

TOP OF BATTER

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TOP OF BATTERTOE OF BATTER

TOP OF BATTERTOE OF BATTER

TO

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F B

AT

TE

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TO

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F B

AT

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BIN STORAGE

BIN STORAGEPRINCIPALPRIVATE

OPEN SPACE4x4m - 16m²

PRINCIPALPRIVATE

OPEN SPACE4x4m - 16m²

UNIT 1 PRIVATEOPEN SPACE -120.1m² TOTAL

UNIT 2 PRIVATEOPEN SPACE -94.1m² TOTAL

300 M

IN.

SE

WE

R

CH

EC

K O

N S

ITE

2317 A

PP

RO

X'

SEWER

2521

S

2684

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 150

MURPHY HOMES


10030.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Site Plan

1 : 150

SITE PLAN1

NOTE: STORMWATER DRAINAGE CALCULATED FOR BUILDING ROOF AREAS AND ORPAVED AREAS SHOWN ON THIS PROPOSED DEVELOPMENT ONLY, AND MAY NOT BEADEQUATE FOR ANY SUBSEQUENT ROOF OR PAVED AREAS.MIN 100x75 DOWNPIPES ( EACH TO DRAIN MAX 40.00m SQU ROOF AREA) DISCHARINGINTO 100mm S/W DRAINAGE PIPEWORK (EACH RUN CARRYING MAX CAPACITY OF 8litres/sec) MIN GRADE TO RUBBLE PITS ON SITE TO BE 1%. ALL STORMWATER & DRAINAGETO BE IN COMPLIANCE WITH BCA PARTS 3.1.2 & 3.5.2 AS WELL AS ASNZS3500

NOTE : FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU, WATERTANK, GASBOTTLES AND HOT WATER SYSTEM, MAYDIFFER TO PLAN DUE TO SITE CONDITIONS.

PROPOSED RESIDENCELOT 89SITE AREA = 694m²SITE COVERAGE = 38.3%

AREA SCHEDULE

UNIT 1 LIVING 97.77 m²

UNIT 1 PORCH 8.02 m²

UNIT 1 GARAGE 27.37 m²




UNIT 2 PATIO 9.24 m²

Grand total 266.05 m²

LEGEND

DP DOWNPIPE

MB METER BOX

TAP 12mm HOSE COCK - EXTERNAL


nicoler

Auto Date Manual DA

HWS

HW

S

560 MH 560 MH

UNIT 1 UNIT 2

CARPARKING

BAY

2900

5400

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


10130.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Car Turning Circles

1 : 100

CAR TURNING CIRCLES PLAN1


nicoler

Auto Date Manual DA

HWS

HW

S

560 MH 560 MH

820

820

820

720 770

720

LOH

770

770

820 820

770 CSD

820

CS

D

820

720 LOH

820

ADF 820

ADF 8202127 Panel2127 Panel

820820

BED 1

EN'SBED 2 BED 3

ENTRY

LIVING BATH

WC

KITCHEN

DINING

GARAGE GARAGE

BED 2 BED 3

BATH

EN'SWIR

BED 1

LIVING

DINING

KIT

CH

EN

WC

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PATIO

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L'DRY L'DRY

LINEN

BRM

LINEN

SW1818

SW

1806

SW

1806

SW1818 SW1806

2118

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D

SW1215 SW1215

1800

1800

1100

1500 1500

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420

SW0518

SW1215 SW1215

SW1006

SW

1006

SW

1215

SW

1006

SW

1806

PORCH

2130SGDoxxo

1780

220

7730

220

1360

2050

150

90

1810

220

9090

220

1540

90

150

2050

220

3450

2400

1350

70 5

307

03000

220

220

3000

70

1290

70

3400

70

1350

70

3600

220

220

3000

70

1820

70

2700

70

1520

70 5

307

03000

220

13360

870

2650

220

7730

220

0220

1200

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70

2020

70

950

70

950

220

220

3600

70

2020

70

950

70

630

70

2900

220

220

7410

705

30 7

02300

220

220

5500

70

2900

220

3520

220

3340

90

1520

220

1590

220

2400

220

960

1590

2840

960

3280

90

150

1910

1360

1810

90

150

10820

3410

600 220 272070

53070

300070

53070

3000 70 1520 70 3235 160 3215 90 1330 70 1230 70 1800 70 1130 70 1800 220

160 3215 90 6550 70 950 220

2100 220 4100 70 2750 70 3235 160 3215 90 2980 800 1100 65070

1970 220

220 12050 220 4100 70 1360 70 1970 220

4170 220 3400 220

600 2630 150 90 1860 1420 12270 150 90 3930 3840

27030

220530

703320 70 5440 70 1160 70 1520 70

27030

1302

2302

600 10500 7920150

90 1160 6610

OB

S

OBS

OB

SO

BS

OB

S

900x900

WM

LT

900x900

900x900

UNIT 1 UNIT 2

GA

SB

OT

TLE

S

200

OV

ER

HA

NG

FW

TR

TRH

900 VAN

SD

MB

AC

SHR DP

TAP

ISLANDBENCH

MECH'EXHAUSTTO BATH

DP

DP

DP

DP

DP

DP

HWD POST90 x 90mm

HWD POST90 x 90mm

HWD POST90 x 90mm

TAP

TAP

TAP

200

OV

ER

HA

NG

ACAC

DP

AC

900 VAN

900 VAN

900 VAN

FW

FW

FW

MB

FW

FW

FW

FW

TR

H

TRH

TR

TR

TR

SD

SDSD

SD

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HP

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SK

DW

FIR

E R

AT

ED

PA

RT

Y W

ALL

RE

FE

R D

ET

AIL

GAS

GA

S H

WS

FW

2 x 520

900x1500

GASBOTTLES

GA

S

LT

WMFW

220

950

70

960

70 1000

STORAGE6m³

STORAGE6m³

AIR-CONDITIONERMaster Bed

AIR-CONDITIONERLiving

6000

1 : 100

GROUND FLOOR1

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


20030.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Ground Floor

AREA SCHEDULE







UNIT 2 PATIO 9.24 m²

Grand total 266.05 m²

NOTES :- FINAL POSITIONS OF DOWNPIPES,METERBOX, TAPS, AC ODU,WATERTANK, GAS BOTTLES AND HOT WATERSYSTEM, MAY DIFFER TOPLAN DUE TO SITE CONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO EXTERNAL WALLS- R2.0 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA ATTHE METER- ROOMS WITH NO NATURAL VENTILATION TOHAVE MECHANICALVENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TODISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARENOMINAL ONLY & TO BECONFIRMED WITH MANUFACTURER

LEGEND

900 VAN VANITY UNIT - 900 LONG

900x900 SHOWER - 900x900

900x1500 SHOWER - 900x1500

AC AIR-CONDITIONER

DP DOWNPIPE

DW DISHWASHER

FW FLOOR WASTE

HP+RH HOT PLATE ANDRANGEHOOD

LT LAUNDRY TUB

MB METER BOX

OBS OBSCURE GLAZING

OHC CUPBOARD - OVERHEAD

PTY PANTRY FITOUT

REF REFRIGERATOR

SD SMOKE ALARM -IONISATION

SHR SHOWER

SK SINK

TAP 12mm HOSE COCK -EXTERNAL

TR TOWEL RAIL

TRH TOILET ROLL HOLDER

UBO OVEN - UNDER BENCH

WM WASHING MACHINE


nicoler

Auto Date Manual DA

DP

DP

DP

DP

DP

DP

DP

DP

PIT

CH

22.

5°

PITCH 22.5°

PITCH 22.5°

PIT

CH

22.

5°

PIT

CH

22.

5°

PITCH 22.5°

PITCH 22.5°

PITCH 22.5°

PITCH 22.5°

PITCH 22.5°

PITCH 22.5°

PIT

CH

22.

5°

PIT

CH

22.

5°

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


20130.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Roof Plan

LEGEND

DP DOWNPIPE

1 : 100

ROOF PLAN1


nicoler

Auto Date Manual DA

RLGround Floor

10.100

SFLGF Ceiling

12.540

CE

ILIN

G

2440

JO

INE

RY

2100

450

450

600 POST

450

450

450

600 POST

Cbr Fcs

Cs

? Cbr Cbr Cbr

SW1806

SW

1806

2118

SG

D

SW1806

OBS

Cfg

Cs Cs

Cfg

HWD POST90 x 90mm

HWD POST90 x 90mm

22.5° PITCH

86

VE

NE

ER

300

Cbr

NGL

RLGround Floor

10.100

SFLGF Ceiling

12.540

CE

ILIN

G

2440

JO

INE

RY

2100

600 POST 450450

SW

1215

SW

1215

2127 Panel2127 Panel

AD

F 8

20

SW

1215

SW

1215

SW1006

CfgCfg

Cbr FcsCbrCbrCbrCbrCbr

Cs Cs

Cs

HWD POST90 x 90mm

22.5° PITCH

OBS

172

VE

NE

ER

300

CbrNGL

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


30030.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Elevations

1 : 100

ELEVATION1

1 : 100

ELEVATION2

LEGEND

Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter

Cs Colorbond Steel Roofing

Fcs Scyon Stria Cladding

OBS OBSCURE GLAZING


nicoler

Auto Date Manual DA

RLGround Floor

10.100

SFLGF Ceiling

12.540

450450

450

CE

ILIN

G

2440

JO

INE

RY

2100

SW1006 SW1006SW1215OBS OBS OBS

CfgCfg

Cs Cs

Cbr CbrCbr

22.5° PITCH

NGL

RLGround Floor

10.100

SFLGF Ceiling

12.540

HWD POST90 x 90mm

22.5° PITCH

HWD POST90 x 90mm

CE

ILIN

G

2440

JO

INE

RY

2100

450

600 POST

450 450

600 POST

SW

18182130SGD

oxxo820820S

W18

06

SW

1818

AD

F 8

20SW0518

Cfg Cfg

Cs

Cs Cs

CbrCbrCbrCbrCbrCbrCbrFcs

172

86

VE

NE

ER

300

Cbr

NGL

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




1 : 100

MURPHY HOMES


30130.01.14

13 00057

DMN BJC

WORKING DWG'S

694m²

MORNINGTON 27JAXON

Elevations

1 : 100

ELEVATION3

1 : 100

ELEVATION4

LEGEND

Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter

Cs Colorbond Steel Roofing

Fcs Scyon Stria Cladding

OBS OBSCURE GLAZING


nicoler

Auto Date Manual DA

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TBM

DRAWING SCHEDULESHEET PLAN 1:150 @ A1

MURPHY BUILDERS QLD PTY LTD

Date: 18/02/2014

Issue: FOR APPROVAL

Landscape Documentation

LOT 89 SUPERIOR BLVD & LAKESIDE WAY ANDERGROVE LAKES

AS SHOWN

scale

PLANT SCHEDULE

The contractor shall review the plant schedule to ensure that drawings and schedules concur. Where insufficient detail or discrepancies may exist on either the plans or the schedule, it is thecontractors responsibility to resolve immediately with the Landscape Architect and prior to providing tender pricing, signing work contracts or commencement of works.

COVER PAGE

0.00

DWG No. DRAWING TITLE ISSUE

120822-6-CD-L0.00 COVER SHEET 1

120822-6-CD-L1.00 LANDSCAPE PLAN 1

120822-6-CD-L2.00 CONSTRUCTION DETAILS 1

120822-6-CD-L3.00 SPECIFICATION NOTES 1

IMPORTANT NOTE

daterev. no description

client

project

drawn

dateapproved

rev

project number

drawing number

title

drawn

northpoint

PLEASE NOTE:

Annotated dimensions take precedence over scaled dimensions. Contractors are to

verify all dimensions on site before commencing any work or producing shop drawings.

These drawings are protected by copyright and may not be copied or reproduced

without the written permission of RPS East Australia Pty Ltd's management. Refer to

L0.00 (cover sheet) for RPS East Australia Pty Ltd drawing disclaimers!

Tuesday, 18 February 2014 5:17:31 PM File: N:\Data\Projects\120822 MURPHY BUILDERS QLD PTY LTD\120822-6 Lot 89 Superior Blvd, Lakeside Way\C_Technical\C2_Autocad\B_Plot Sheets\PR120822-6-CD-01.dwg

© COPYRIGHT PROTECTS THIS PLAN

Unauthorised reproduction or amendment not

permitted. Please contact the author.

RPS Australia East Pty Ltd

ACN 140 292 762

ABN 44 140 292 762

T +61 7 4953 3577

F +61 7 4953 3622

W rpsgroup.com.au

Level 1, 38 Wellington Street

PO Box 1895

Mackay QLD 4740


LOT 89 SUPERIOR BLD & LAKESIDE WAY

KB BE 18/02/2014

120822-5-CD-01

L 01

01 FOR APPROVAL 18/02/2014 KB

This plan was prepared for the sole purposes of MURPHY

BUILDERS QLD PTY LTD for the specific purpose of

OPERATIONAL WORKS ("Purpose"). This plan is strictly limited

to the Purpose and does not apply directly or indirectly and will

not be used for any other application, purpose, use or matter. The

plan is presented without the assumption of a duty of care to any

other person (other than the Client) ("Third Party") and may not be

relied on by Third Party.

RPS East Australia Pty Ltd will not be liable (in negligence or

otherwise) for any direct or indirect loss, damage, liability or claim

arising out of or incidental to:

a. Third Party publishing, using or relying on the plan; RPS East

Australia Pty Ltd relying on base and services information

provided to it by the Client or a Third Party where the base

and services information is incorrect, incomplete, inaccurate,

out-of-date or unreasonable;

b. any inaccuracies or other faults with information or data

sourced from a Third Party;

c. RPS East Australia Pty Ltd relying on surface indicators that

are incorrect or inaccurate;

d. the Client or any Third Party not verifying information in this

plan where recommended by RPS East Australia Pty Ltd;

lodgement of this plan with any local authority against the

recommendation of RPS East Australia Pty Ltd; the

accuracy, reliability, suitability or completeness of any

estimates or approximations made or referred to by RPS

East Australia Pty Ltd in this plan.

Without limiting paragraph 1 or 2 above, this plan may not be

copied, distributed, or reproduced by any process unless this note

is clearly displayed on the plan. The dimensions, area, size and

location of improvements and number of lots shown on this plan

are approximate only and may vary. Scale shown is correct for

the original plan and any copies of this plan should be verified by

checking against the bar scale. Cadastral boundaries are

obtained by title dimensions and digitising from existing cadastral

maps. These boundaries have not been verified and are

approximate only. Conics will not be liable (in negligence or


arising out of or incidental to Conics relying on base information

provided to it where the base information is incorrect, incomplete,

inaccurate, out-of-date or unreasonable. Conics will not be liable

(in negligence or otherwise) for any direct or indirect loss,

damage, liability or claim arising out of or incidental to Conics

relying on building information provided to it where the building

information is incorrect, incomplete, inaccurate, out-of-date or

unreasonable. Refer to Civil Engineer's drawings for finished

surface levels unless shown on Landscape drawings. Retain

existing levels to buildings and adjacent surfaces except where

instructed by the Landscape Architect. All new finished surfaces

are to align flush with existing surface levels. Refer to Civil

Engineer's drawings for path and kerb crossover setting out.

Refer to Civil Engineer's drawings for service locations. All

services are to be verified on site prior to any excavation /

construction. Trees to be located minimum 1m from services. All

services are indicative only.

Final set-out for all landscape treatments to be confirmed on site

by the Landscape Architect.

Unless shown on the landscape drawings, refer to Structural

Engineer's drawings for jointing, reinforcement, structural fixings

etc for all walls and pavements.

All trees marked within / adjacent to vehicle sightlines are to be

set out on site prior to installation and approved by the Landscape

Architect and Traffic Engineer.

For Lighting requirements refer Electrical Engineers drawings.

The contractor shall review the plant schedule to ensure that

drawings and schedules concur. Where insufficient detail or

discrepancies may exist on either the plans or the schedule, it is

the contractors responsibility to resolve immediately with the

Landscape Architect and prior to providing tender pricing, signing

work contracts or commencement of works.

LOT 89 on SP263838

CODE SPECIES COMMON NAME POT SIZE STAKE HTxSPRD SPACING mm QTY

SHRUBS

SYZ BOO SYZYGIUM AUSTRALE BOOMER BOOMER 300mm - 1500x1500mm - 6SYZ RES SYZYGIUM AUSTRALE RESILIENCE RESILIENCE 300mm - 3000x2000mm - 5MUR PAN MURAYA PANICULATA MOCK ORANGE 300mm - 2000x1000mm - 3

GROUNDCOVERS

LIR EVE LIRIOPE MUSCARI 'EVERGREEN GIANT' EVERGREEN GIANT' 140mm - 350x250mm 450mm 16HYM LIT HYMENOCALLIS LITTORALIS BEACH SPIDER LILY 140mm - 1000x1000mm 1000mm 18

TURF AREA 226m2


nicoler

Auto Date Manual DA

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Amendment Required

HWS

HW

S

H

TBM

LOT 89

LOT 88

20

STREET TREE AND TURF

TO COUNCIL RESERVE

AS PER ANDERGROVE

LAKES APPROVALS. NOT

PART OF THIS SCOPE.

3 MUR PAN

TURF

108m2

TURF

101m2

TURF

17m2

1 SYZ RES

4 SYZ BOO 9 LIR MUS 3 HYM LIT 3 HYM LIT 3 HYM LIT

2 SYZ BOO

4 LIR MUS

2 SYZ RES

4 HYM LIT

5 LIR MUS

2 SYZ RES

3 HYM LIT

'F1' 1800mm HIGH TIMBER

PALING FENCE


PALING FENCE


PALING FENCE

TIMBER EDGING TO BE INSTALLED

BETWEEN ALL GARDENS AND TURF.

REFER TO SPECIFICATIONS FOR DETAILS

'F1' 1800mm HIGH

TIMBER PALING

FENCE

'F1' 1800mm HIGH

TIMBER PALING

FENCE

AS SHOWN

scale

LANDSCAPE PLAN

1.00

IMPORTANT NOTE


client

project

drawn

dateapproved

rev

project number

drawing number

title

drawn

northpoint

PLEASE NOTE:











ACN 140 292 762

ABN 44 140 292 762

T +61 7 4953 3577

F +61 7 4953 3622

W rpsgroup.com.au


PO Box 1895

Mackay QLD 4740



KB BE 18/02/2014

120822-5-CD-01

L 01








































































SCALELANDSCAPE PLAN

1:7501

1.00


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Auto Date Manual DA

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Amendment Required

PROPOSED TREE AS SPECIFIED(REFER TO PLANT SCHEDULE)ENSURE TRUNK IS VERTICAL

SCALE 1:20

01

NOTE: VERIFY LOCATION OF SERVICESPRIOR TO EXCAVATION OF TREE HOLE.

MULCH AROUND TREE BASE AS SPECIFIED.

2 x ROOTBALL (2X)

TURF TURF

INSTALL TERACOTTEM TO ALL GARDENAND TREE PLANTINGS WITHIN COUNCILMANAGED AREAS TO MANUFACTURESSPECIFICATIONSEDGE AS SPECIFIED (IF REQUIRED)

TREE PLANTING - IN TURFED AREAS

2 x R

OOTB

ALL (

2Y)

Y

X

STAKE TREES AS PER PLANT SCHEDULEAND AS SPECIFIED. DRIVE INTO GROUNDWELL AWAY FROM ROOTBALL OF TREE.TIE AS SPECIFIED IN A FIGURE EIGHTMANNER AROUND TRUNK.

CULTIVATE SIDES & BASEOF PLANTING HOLE.

EXCAVATE THE HOLE TWICE THEWIDTH (2 X) AND TWICE THE DEPTH (2Y). FILL WITH TOPSOIL MIX ASSPECIFIED TO SUPPORT TREE GROWTH.

2.00TYPICAL PLANTINGSCALE 1:10

02

INSTALL TERRACOTTEM AS PER MANUFACTURESSPECIFICATIONS.

TEASE OUT ROOTBALL PRIOR TO PLANTING.

PLANT AS SPECIFIED. SET OUT FOR APPROVALBY LANDSCAPE ARCHITECT PRIOR TO PLANTING.STAKE IF SPECIFIED IN PLANT SCHEDULE.

CULTIVATE EXISTING SUBGRADEAS SPECIFIED

MULCH LAYER AS SPECIFIED

TOPSOIL AS SPECIFIED. PLACE AND LIGHTLYCOMPACT TOPSOIL IN LAYERS TO PREVENTAIR POCKETS. FORM SHALLOW DEPRESSIONIN SOIL AROUND TOP OF ROOTBALL TOIMPROVE WATER RETENTION TO PLANT.50 50

MAINTAIN 50mm SEPARATION BETWEENMULCH AND STEM OF PLANT.

2.00

TURFED AREASSCALE 1:10

03

TOPSOIL AS SPECIFIED

EXISTING SUBGRADE

CULTIVATE EXISTINGSUBGRADE AS SPECIFIED

TURF AS SPECIFIED

2.00

400

15

15

SECTION VIEW

PLAN VIEW

NOTES:FOR TIMBER GRADING:

REFER LANDSCAPE

SPECIFICATION.

FOR TIGHT RADII:

PARTIALLY SAW RELIEF

CUT TO EDGE TO

ALLOW FOR EASIER

BENDING TO PEG.

SCALETIMBER EDGING TO GARDEN BEDS

1:1004

2.00

LONGITUDINAL EDGING: 100 x 19mm.

FIX TO STAKES WITH 2 No. 40mm

GLAV. NAILS.

JOINER TIMBER: 75 x 15 x 450mm

LONG. JOIN TIMBER EDGES AT

STAKE WITH NAIL FIXED TO EDGING.

STAKES: 42 x 42 x 450mm LONG AT

MAX 1500mm CCS. ENSURE STAKES

ARE PLACED ON GARDEN SIDE.

MULCH AND PLANTING AS SPECIFIED

LONGITUDINAL EDGING: 100 x 19mm. FIX

TO STAKES WITH 2 No. 40mm GALV. NAILS.

JOINER TIMBER: 75 x 15 x 450mm LONG.

JOIN TIMBER EDGES AT STAKE WITH NAIL

FIXED TO EDGING.

TURF AS SPECIFIED


CULTIVATE SUBGRADE AS SPECIFIED


EXISTING SUBGRADE

CULTIVATE SUBGRADE AS SPECIFIED

STAKES: 42 x 42 x 450mm LONG AT MAX

1500mm CCS. ENSURE STAKES ARE

PLACED ON GARDEN SIDE.

AS SHOWN

scale

CONSTRUCTION DETAILS

2.00

IMPORTANT NOTE


client

project

drawn

dateapproved

rev

project number

drawing number

title

drawn

northpoint

PLEASE NOTE:











ACN 140 292 762

ABN 44 140 292 762

T +61 7 4953 3577

F +61 7 4953 3622

W rpsgroup.com.au


PO Box 1895

Mackay QLD 4740



KB BE 18/02/2014

120822-5-CD-01

L 01









































































nicoler

Auto Date Manual DA

shane

Amendment Required

scale

NOT TO SCALE

SPECIFICATION NOTES

3.00

IMPORTANT NOTE


client

project

drawn

dateapproved

rev

project number

drawing number

title

drawn

northpoint

PLEASE NOTE:











ACN 140 292 762

ABN 44 140 292 762

T +61 7 4953 3577

F +61 7 4953 3622

W rpsgroup.com.au


PO Box 1895

Mackay QLD 4740



KB BE 18/02/2014

120822-5-CD-01

L 01








































































SPECIFICATION NOTES

SCOPE OF WORK

The work includes the organisation for and supply of all relevant labour, materials,

plant and equipment as required to execute the works.

The scope of work includes but is not limited to the following: (to be confirmed with

the builder)

Trimming of areas to be landscaped

Removal of deleterious material

Cultivation

Supply and spreading of additives

Topsoil

Design and installation of automatic irrigation system

Planting

Mulching

Gravels

Edging

Maintenance

EARTHWORKS

Earthworks shall involve the removal of existing compacted material, the cultivation of

subsoil, the supply and mixing in of additives, the supply and spreading of topsoil and

the fine grading of such soil and existing soil profiles to all landscaped areas to form

the finished levels and profiles.

Install all surfaces with falls of minimum 3% away from the existing buildings, to

edges or kerbs as required, to ensure drainage of surface water to the drainage

systems around the site.

Finished surfaces shall finish flush with existing pits, covers, kerbs, edges and

adjacent surfaces.

Preparation

Eradicate all weeds using environmentally acceptable methods, such as non-residual

glyphosate herbicide in any of its registered formulae, at the recommended maximum

rate.

Maintain all areas in a weed free state for the duration of the contract and Plant

Establishment periods.

Removing compacted material

Excavate and remove from site compacted fill resulting from the building works.

Cultivate to 300mm depth all pre existing site material that has been compacted

during construction.

Import and spread topsoil

Import and spread premium topsoil mix to make up deficiencies as required and

appropriate. Soil shall be free of weeds. Finished soil levels shall allow for mulch to

finish 20mm below edges as specified herein.

Imported topsoil shall be Pioneer Garden Soil Mix GM1 SMS or approved equivalent.

Apply wetting agent 'Hydroflo' to manufacturers specifications.

MULCH

Mulch to planting areas shall be approved hardwood chip mulch free of soil, stones,

weeds, rubbish or any other deleterious materials. Spread mulch to garden bed areas

to a depth of 75mm, to finish 20mm below adjacent surfaces. Keep mulch clear of

plant stems. Spread mulch following planting and watering in. Avoid mixing of soil

and mulch materials.

Do not use recycled garden mulch.

STAKES AND TIES

All trees and shrubs 25L or over shall be staked and tied.

SURFACE DRAINAGE

Refer engineers drawing for finished levels.

ROOT BARRIER

Root Barrier to be installed against back of kerb 600mm minimum depth. No more

than 20mm below the Surface. 4m in length, 2m either side of the street tree. prior to

back fill to satisfaction of engineers.

PLANTING AREAS

Cultivate insitu soil to 300mm and incorporate additives as specified above as

required. Import topsoil as necessary. Finished soil depth to all garden areas shall be

300mm crowned towards centre of beds ensuring positive falls to drainage

structures.Use 'Agriform' 10g fertilizer tablets to base of all plant root balls at

manufacturer's recommended rate.

PLANTS

Provide plants with the following characteristics:

1. Large healthy root systems, with no evidence of root curl, restriction or damage.

2. Vigorous well-established stock free from pests and diseases, of good form

consistent with the pot size, species or variety.

3. Hardened off, not soft or forced, and suitable for planting in the natural climatic

conditions prevailing at the site.

Label at least one plant from each species in a batch with a durable, readable tag.

Plant stock immediately after it is delivered to site. For stock 25L and over, including

ex-ground ~ excavate a hole twice the diameter of the root ball and at least 100mm

deeper than the root ball. Loosen compacted sides and base of holes to prevent

confinement of root growth. Fill all holes to half depth with water in advance of

planting, allowing time for water to soak away. After planting, fill hole with

amended/imported soils.

TURF AREAS shall be cultivated to 150mm depth. Spread 50mm layer imported

sandy loam topsoil prior to turfing. Mix 1kg/m2 'Terra Firma Organic Life' to topsoil.

Turf shall be 'A' Grade couch or equal.

Carry out fine grading of improved soil to all landscaped areas to form finished levels

with falls of minimum 3% away from the existing buildings, to edges or kerbs as

required, to ensure drainage of surface water to the drainage systems around the site.

TIMBER EDGING (G.E.)

Location

Install between all turf areas and planting beds/gravel areas, as indicated on the

drawings. Supply and install in accordance with the details and the drawings.

CONDUITS

The contractor is responsible for co-ordination with the building contractor to ensure

that conduits under proposed paved or concreted areas have been installed.

Conduits for irrigation purposes shall be 90mm PVC pipe - top min. 250mm below

finished surface levels.

IRRIGATION & WATERING

Water all turf and garden areas for a period of 12 weeks or until vegetation has

become established. Adhere to local government regulations relating to the watering

of garden areas.

PLANTING ESTABLISHMENT

Establish and maintain the works for a period of thirteen (12) weeks from the Date of

Practical Completion.

Establishment shall include the care of the contract areas by accepted horticultural

practices, as well as rectifying any defects that become apparent in the works under

normal 'use'. This shall include, but not be limited to, the following works;

- Repair and/or replace any defects due to failure and/or inferior quality materials

and/or workmanship,

- Replace plants that have failed and/or have been damaged or died,

- Weed and pest control,

- Maintain all landscape areas in a neat and tidy condition at all times,

- Maintain fertilising and pruning as required,

- Check and adjust levels to attain those specified by addition or removal of mulch

and/or topsoil.

- Hand watering

All planted beds are to be weeded to maintain same in a grass and weed

free condition. Carry out any other work that is specified or is necessary to establish

the landscape works in a first class condition.

DEFECTS LIABILITY for all materials and workmanship will extend for a period of 52

weeks from date of practical completion.


nicoler

Auto Date Manual DA

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Amendment Required

Decision Notice


Sustainable Planning Act Appeals Chapter 7 Part 1 Planning and Environment Court: Division 8 – Appeals to court relating to development applications 461 Appeals by Applicants 1) An applicant for a development application may appeal to the court against any of the following - (a) the refusal, or the refusal in part, of the development application; (b) any condition of a development approval, another matter stated in a development approval and the identification or inclusion of a code under section 242; (c) the decision to give a preliminary approval when a development permit was applied for; (d) the length of a period mentioned in section 341; (e) a deemed refusal of the development application. (2) An appeal under subsection (1)(a), (b), (c), or (d) must be started within 20 business days (the applicant’s appeal period) after- (a) if a decision notice or negotiated decision notice is given-the day the decision notice or negotiated decision notice is given to the applicant; or (b) otherwise-the day a decision notice was required to be given to the applicant. 462 Appeals by submitters - General (1) A submitter for a development application may appeal to the court only against- (a) the part of the approval relating to the assessment manager’s decision about any part of the application requiring impact assessment under section 314; or (b) the part of the approval relating to the assessment manager’s decision under section 327 (2) To the extent an appeal may be made under subsection (1), the appeal may be against 1 or more of the following- (a) the giving of a development approval; (b) any provision of the approval including- (i) a condition of, or lack of condition for, the approval; or (ii) the length of a period mentioned in section 341 for the approval. (3) However, a submitter may not appeal if the submitter- (a) withdraws the submission before the application is decided; or (b) has given the assessment manager a notice under section 339(1)(b)(ii) (4) The appeal must be started within 20 business days (the submitter’s appeal period) after the decision notice or negotiated decision notice is given to the submitter.

463 Additional and extended appeal rights for submitters for particular development applications (1) This section applies to a development application to which chapter 9, part 7 applies. (2) A submitter of a properly made submission for the application may appeal to the court about a referral agency’s response made by a prescribed concurrence agency for the application. (3) However, the submitter may only appeal against a referral agency’s response to the extent it relates to- (a) if the prescribed concurrence agency is the chief executive (fisheries)-development that is- (i) a material change of use of premises for aquaculture; or (ii) operational work that is the removal, damage or destruction of a marine plant. (4) Despite section 462(1), the submitter may appeal against the following matters for the application even if the matters relate to code assessment- (a) a decision about a matter mentioned in section 462(2) if it is a decision of the chief executive (fisheries); (b) a referral agency’s response mentioned in subsection (2) 464 Appeals by advice agency submitters (1) Subsection (2) applies if an advice agency, in its response for an application, told the assessment manager to treat the response as a properly made submission. (2) The advice agency may, within the limits of its jurisdiction, appeal to the court about- (a) any part of the approval relating to the assessment manager’s decision about any part of the application requiring impact assessment under section 314; or (b) any part of the approval relating to the assessment manager’s decision under section 327. (3) The appeal must be started within 20 business days after the day the decision notice or negotiated decision notice is given to the advice agency as a submitter. (4) However, if the advice agency has given the assessment manager a notice under section 339(1)(b)(ii), the advice agency may not appeal the decision.


Decision Notice


NOTICE OF INTENTION TO COMMENCE USE

Planning Approval DA-2014-40

Date of Approval 22 April 2014

Approved Material Change of Use - Dual Occupancy

Location 63 Superior Boulevard, ANDERGROVE QLD 4740

Property Description Lot 89 on SP263838

I am hereby notifying you of my intention to commence the approved use on ______________________________ (insert date). I have read the conditions of the above Decision Notice and believe that all the applicable conditions have been complied with. Applicant: Murphy Homes QLD Pty Ltd Address: C/- RPS Group (Mackay) Pty Ltd

PO Box 1895 MACKAY QLD 4740

_________________________________________ Signature of Applicant Date: ______________


murphy homes qld pty ltd c/- rps group (mackay) pty ltd po … · 2014-09-26 · your ref: 119601-5...

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