22 February 2002 - Mackay Councilf. window sizes are nominal only, actual sizes will vary with...

A P P E N D I X C

Proposal Plans

karenh

Received (Auto Date)

OFFICE USE ONLYAMENDMENTS TO SCHEDULE

REV.STAGED

PLANDATE DESCRIPTION OF CHANGE TO SCHEDULE

28.05.14 A 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 268 FAIRWAY DRIVETHE WATERS OORALEABAKERS CREEK QLD 4740

000-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²

KENSINGTON 29KALBARRIFACADE

Cover Sheet

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 Any outdated Standards listed in these notes are to be taken to refer to the current edition.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.

DRAWING LIST -KALBARRI FACADE

000-KAL' Cover Sheet

001-KAL' 3D Perspectives

100-KAL' Site Plan

200-KAL' Ground Floor

201-KAL' Roof Plan

300-KAL' Elevations

301-KAL' Elevations

302-KAL' Sections

400 Slab Plan

500 Electrical Plan

700 Kitchen Details

701 Wet Area Details

karenh

Received (Auto Date)

DWG NO:

SCALE:

DATE:

JOB NO:

ISSUE:

JOB ADDRESS:


c

S.P:

PARISH:

COUNTY:

LAND AREA:

PROPERTY DETAILS


STAGED PLAN:DESIGN:




MURPHY HOMES


001-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


3D Perspectives

V

V

V

KK

T

E H

TBM

HCB

10.3

00

10.2

00

10.3

50

10.0

00

10.2

52

10.2

16

9.9

41

10.1

91

10.2

69

10.2

61

10.2

42

10.3

49

10.3

07

10.2

63

10.3

52

10.3

97

10.3

99

10.3

81

10.3

89

10.3

83

CROSS OVERTo Local Shire CouncilRequirements.23m²

UNIT 1

UNIT 2

PROPOSED RESIDENCEGROUND FFL = 10.600

PAD RL = 10.290

PROPOSED DRIVEWAY43m²

FENCE MOUNTEDCLOTHES LINE

FENCE MOUNTEDCLOTHES LINE

GASBOTTLES

GASBOTTLES

MBTAP

DP

DP

DPTAP

DPTAP

DP DP

TAP MB

DP-C

DP-C

F A

I R

W A

Y

D

R I

V EG-HWS

G-HWS

6150 OMP

6600 WALL

4500 OMP

6000 OMP

6450 WALL

1865 O

MP

2315

WA

LL

1865 O

MP

2315

WA

LL

4950 WALL

PRIVATE OPENSPACE -

85m² TOTAL

PRIVATEOPEN SPACE- 85m² TOTAL

PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²

PRINCIPAL PRIVATEOPEN SPACE4x4m - 16m²

BIN STORAGEUnit 1

BIN STORAGEUnit 2

TANDEM PARKING

LETTERBOX

SE

WE

R

SIT

E S

CR

AP

E

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

R

TOP OF BATTER

TOE OF BATTER

TOP OF BATTER

TOE OF BATTER

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

R

TO

P O

F B

AT

TE

R

TO

E O

F B

AT

TE

R

CU

T 10

CUT 70APPROX'

FILL 70APPROX'

EXISTING TREERelocate

5000 M

AX

IMU

M

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


100-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


Site PlanNOTE: 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 268SITE AREA = 600m²SITE COVERAGE = 41%

LEGEND

DP DOWNPIPE

DP-C DOWNPIPE-COLORBOND.Colour to match abutting post/wall

G-HWS GAS HOT WATER SYSTEM

MB METER BOX

TAP 12mm HOSE COCK - EXTERNAL

Areas

Name Area

UNIT 1 LIVING 103.37 m²

UNIT 1 PATIO 12.17 m²

UNIT 1 PORCH 2.04 m²

UNIT 1 GARAGE 19.75 m²





Grand total 274.65 m²

Areas Unit 1

Name Area






Areas Unit 2

Name Area






AREA SCHEDULE - (Excludingun-enclosed external spaces)





Grand total 246.22 m²1 : 150

SITE PLAN1

820

2124

Pan

el82

0

820

2124

SG

D

BED 2

DININGGARAGE

PORCH

PATIO

ENTRY

820

720

BED 1

EN'S

SW1818

2700

LIVING

820

1100

1100

BED 3

KIT

CH

EN

WC

820

2124

Pan

el82

0

820

2124

SG

D BED 2

DININGGARAGE

PORCH

PATIO

ENTRY

820

720

BED 1

EN'S

SW1818

2700

LIVING

820

1100

1100

BED 3BATH

WC

SW1218SW1515SW0906820GLSW1806

820GL SW0906 SW1515 SW1218

SW1806

SW1806SW1806

820

CS

D

720

LOH

770

770

720

LOH

820

CS

D

UNIT 1

UNIT 2

FIRE RATED PARTY WALLREFER DETAIL

OBS

OBS

WM

LT

900x900

LTW

M

900x900

15370

15370

4470

90

150

5950

150

90

4470

4490

220

220

10440

220

1465

70

1465

70

1200

70

3023

205

3023

70

1200

70

1465

70

1465

220

150

90

3360

8170

3360

90

150

3600

220

3163

705

30 2

055

30 7

03163

220

3600

220

4550

70

2743

205

2743

70

4550

220

220

3000

70

53070

3693

205

3693

7053070

3000

220

220

3000

70

4293

205

4293

70

3000

220

150 90 2930 15280

150 90 2930 15280

3170 220 3800 90 1610 70 2530 70 3000 70530

70 3000 220

90 1610 70 1520 70 940 70

3170 220 3800 90 1610 70 2530 70 3000 70530

70 3000 220

90 1610 70 1520 70 940 70

220 3100 70 1530 70 5670 70 6000 220 1260 90 150

220 3100 70 1530 70 5670 70 6000 220 1260 90 150

SH

R

DP TAPGAS BOTTLES

900

VA

N

SH

R

MB

MB

TAP

TAP

TAP

GAS BOTTLES

900

VA

N

900

VA

N90

0 V

AN

DP

DP

DPDP

DP

DP-C

DP-C

SD

SD

SD

SD

FW

FW

FW

FW

BATH

FW

FW

FW

FW

200

OV

ER

HA

NG

PT

YO

HC

RE

F

HP

+RH

UB

O

SK

DW

KIT

CH

EN

200

OV

ER

HA

NG

PT

YO

HC

RE

F

HP

+RH

UB

O

SK

DW

220

1975

70

955

70

70

955

70

1975

220

1500

900x1500

900x1500

126090

150

1400

GA

RA

GE

DO

OR

2460

770

GA

RA

GE

DO

OR

2460

1400

MH 560

G-HWS

G-HWS

MH 560

COL-T1

COL-T1

COL-T1

COL-T1

AC

-MA

C-M

AC-L

AC-L

1302-KAL'

2302-KAL'

SW

1806

SW

1806

SW

1806

SW

1806

18450

18450

LINEN

L'DRY

LINEN

L'DRY

MECH'EXHAUSTTO WC

MECH'EXHAUSTTO EN'S

MECH'EXHAUSTTO WC

MECH'EXHAUSTTO EN'S

STORE6m³

STORE6m³

2 x 720

2 x 720

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


200-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


Ground Floor

LEGEND

900 VAN VANITY UNIT - 900 LONG

900x900 SHOWER - 900x900

900x1500 SHOWER - 900x1500

AC-L AIR-CONDITIONER, Living

AC-M AIR-CONDITIONER, Master Bed

COL-T1 COLUMN - 90x90 HWD. REFERENG'S DWG'S

DP DOWNPIPE

DP-C DOWNPIPE-COLORBOND.Colour to match abutting post/wall

DW DISHWASHER

FW FLOOR WASTE

G-HWS GAS HOT WATER SYSTEM

HP+RH HOT PLATE AND RANGEHOOD

LT LAUNDRY TUB

MB METER BOX

MH 560 MANHOLE - 560x560

OBS OBSCURE GLAZING

OHC CUPBOARD - OVERHEAD

PTY PANTRY FITOUT

REF REFRIGERATOR

SD SMOKE ALARM - IONISATION

SHR SHOWER

SK SINK

TAP 12mm HOSE COCK - EXTERNAL

UBO OVEN - UNDER BENCH

WM WASHING MACHINE

Areas

Name Area










1 : 100

GROUND FLOOR PLAN1

NOTES :- FINAL POSITIONS OF DOWNPIPES, METERBOX, TAPS, AC ODU, WATERTANK, GAS BOTTLES AND HOT WATER SYSTEM, MAY DIFFER TO PLAN DUE TO SITE CONDITIONS.- LIFT OFF HINGES TO WC DOOR- SARKING TO ROOF- R1.5 INSULATION TO CEILINGS- ALL SHOWER ROSES TO BE AAA RATED- WATER PRESSURE LIMITED TO 500 KPA AT THE METER- ROOMS WITH NO NATURAL VENTILATION TO HAVE MECHANICAL VENTILATION INSTALLED- PROVIDE WATER AND POWER PROVISION TO DISHWASHER SPACE- WINDOW, SGD & INTERNAL DOOR SIZES ARE NOMINAL ONLY & TO BE CONFIRMED WITH MANUFACTURER- ARTICULATION JOINTS TO ENGINEER'S DETAIL

DPDP

DP

DP

DP DP

DP-C

DP-C

6150 OMP

6600 WALL

1865 O

MP

2315

WA

LL

1865 O

MP

2315

WA

LL

4500 OMP

22.5º PITCH

22.5º PITCH

22.5

º P

ITC

H

22.5

º P

ITC

H

22.5

º P

ITC

H22

.5º

PIT

CH

4950 WALL

6450 WALL

6000 OMP

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


201-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


Roof Plan

LEGEND

22.5º PITCH TRUSSES @ 900CTRS MAX,To Manufacturers Specifications

DP DOWNPIPE

DP-C DOWNPIPE-COLORBOND.Colour to match abuttingpost/wall

1 : 100

ROOF PLAN1

RLGround Floor

10.600

SFLGF Ceiling

13.040

CE

ILIN

G

2440

600 POST

820 8202124 Panel 2124 Panel

Cs

Cbr

Cs

Cs

Cfg Cfg

172

172

600 POST

O/H

450

COL-T1 COL-T1

22.5º PITCH

NGL

O/H

450

Cbr Fca CbrFca

JO

INE

RY

2100

RLGround Floor

10.600

SFLGF Ceiling

13.040

CE

ILIN

G

2440

JO

INE

RY

2100

SW1515

SW

1218

SW

0906

820GLSW

1806

SW

1806

SW1818

O/H

450

600 POST

OBS

CfgCfgCbr

Cs

Cbr Cbr

86

NGL

COL-T1

22.5º PITCH

O/H

450

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


300-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


Elevations

LEGEND


Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter

COL-T1 COLUMN - 90x90 HWD. REFERENG'S DWG'S

Cs Colorbond Steel Roofing

Fca Scyon Axon Cladding

NGL NATURAL GROUND LEVEL,Depicted By Dashed Line

OBS OBSCURE GLAZING

1 : 100

ELEVATION1

1 : 100

ELEVATION2

RLGround Floor

10.600

SFLGF Ceiling

13.040

OBS

SW

1218

SW

0906

820GL SW

1806

SW

1806

SW1818

SW1515

CE

ILIN

G

2440

JO

INE

RY

2100

O/H

450

600 POST

CfgCfgCbr

Cs

CbrCbr

86

NGL

22.5º PITCH

COL-T1

O/H

450

RLGround Floor

10.600

SFLGF Ceiling

13.040

2124

SG

D

2124

SG

D

CE

ILIN

G

2440

Cs

Cbr Cbr Cbr CbrCfg Cfg

86

86

POST

600

O/H

450

O/H

450POST

600

22.5º PITCH

COL-T1COL-T1

NGL

JO

INE

RY

2100

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


301-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


Elevations

LEGEND


Cbr Common Brick, Render Finish

Cfg Colorbond Fascia & Gutter

COL-T1 COLUMN - 90x90 HWD.REFER ENG'S DWG'S

Cs Colorbond Steel Roofing


OBS OBSCURE GLAZING

1 : 100

ELEVATION4

1 : 100

ELEVATION3

RLGround Floor

10.600

SFLGF Ceiling

13.040

2440

172

BED 1 ENTRY PORCHDINING KITCHEN

POST

600450

22.5º PITCH

WPS RCS

NGL

RLGround Floor

10.600

SFLGF Ceiling

13.040

2440 GARAGE ENTRY BED 2GARAGEENTRYBED 2

PARTY WALL BETWEEN EACH UNITTO COMPLY WITH THE FIRE &ACOUSTICS SECTIONS OF THE BCA& MANUFACTURERS SPECIFICATIONSREFER DETAIL

22.5º PITCH

WPS

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


302-KAL'10.06.14

14 00104

ADH BJC

WORKING DWG'S

600m²


SectionsNOTES:- SELECTED ROOF FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF BATTENS FIXED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ROOF TRUSSES TO MANUFACTURERS SPECIFICATION- BRACING OF TRUSSES TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS- ALL TIMBER SIZES TO CONFORM WITH BCA STANDARDS- SLAB & FOOTINGS TO ENGINEERS DETAIL- FLOORING MEMBERS TO ENGINEERS DETAIL

LEGEND



RCS REINFORCED CONC. SLAB,To Eng's Details

WPS WAFFLE POD SLAB, To Eng'sDetails

1 : 100

SECTION1

1 : 100

SECTION2

MECH'

EXHAUST

TO EN'S

MECH'

EXHAUST

TO WC

MECH'

EXHAUST

TO EN'S

MECH'

EXHAUST

TO WC

20

0

OV

ER

HA

NG

20

0

OV

ER

HA

NG

GAS

BOTTLES

GAS

BOTTLES

FIRE RATED PARTY

WALL

REFER DETAIL

10.200

10.00

0

10.25

210.

216

9.941

10.19110.

269

10.26

1

10.24

2

10.34

910.

307

10.26

3

10.35

2

10.38

3

V

VV

E HTBM

HCB

CROSS OVER

To Local Shire

Council

Requirements.

21m²

PROPOSED

DRIVEWAY

42m²

FENCE

MOUNTED

CLOTHES LINE

FENCE

MOUNTED

CLOTHES LINE

GAS

BOTTLES

PRINCIPAL

PRIVATE

OPEN SPACE

4x4m - 16m²

PRINCIPAL

PRIVATE

OPEN SPACE

4x4m - 16m²

BIN

STORAGE

Unit 1

BIN

STORAGE

Unit 2

LETTERBOX

SE

WE

R

SIT

E

SC

RA

PE

TO

P O

F

BA

TT

ER

TO

E O

F

BA

TT

ER

TO

P O

F

BA

TT

ER

TO

E O

F

BA

TT

ER

TO

P O

F

BA

TT

ER

TO

E O

F

BA

TT

ER

C

U

T

1

0

CUT 70

APPROX'

FILL 70

APPROX'

EXISTING

TREE

Relocate

ED 14188 OPW - 01 B

issue

Date 30 MAY 2014

Scale 1: 150 @ A3Design DrawnSheet 01 OF 03

JV

CLIENT

DWGTITLE

JV

LANDSCAPE PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

LANDSCAPE DESIGN INTENT BY MURPHY HOMES PTY LTD

1800 HIGH TIMBER

PALING FENCE

1800 HIGH TIMBER

PALING FENCE

1800 HIGH

RETURN

TIMBER PALING

FENCE & GATE

1800 HIGH TIMBER

PALING FENCE

1800 HIGH

RETURN

TIMBER PALING

FENCE & GATE

1800 HIGH TIMBER

PALING FENCE

EXISTING

1800 HIGH TIMBER

PALING FENCE

TURF

TURF

TURF

SELECT

EXPOSED

AGGREGATE

DRIVEWAY

EXISTING

1800 HIGH TIMBER

PALING FENCE

2 x PHI xan

2 x DIE bic

2 x DIE bic

5 x TRA Tri

5 x TRA Tri

TURF

2 x PHI xan

TE

TE

TE

TE

TE

TE

TE

TE

TURF

TURF

TURF

1 x GRE HG

45 litre

(1.2m high at planting)

2 x GRE HG

45 litre


1 x GRE HG

45 litre


3 x MET tho

1.0m high at planting

3 x MET tho

1.0m high at planting

SELECT NATIVE TREES

WITHIN SEWER EASEMENT

MAXIMUM 3M HIGH AT

MATURITY WITH

NON-INVASIVE ROOT

SYSTEMS

DETAILS PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

c

ed

MIN 1500mm

c

ed

c

ed

Tree Planting Distances from Services

ED 14188 OPW - 02 B

issue

Date 15 MAY 2014Scale

Design DrawnSheet 02 OF 03

JV

CLIENT

DWGTITLE

JV

SPECIFICATION AND PLANT SCHEDULE PLAN - OPERATIONAL WORKS

DIAL BEFORE

YOU DIG

WWW. 1100.com.au

SPECIFICATION FOR LANDSCAPE WORKS

GENERAL CONDITIONS

SITE PREPARATION /

EARTHWORKS

MATERIALS / SERVICES

HARDSCAPE

PLANT MANAGEMENT

SOFTSCAPE

IRRIGATION

SCOPE PERFORMANCE

TURF

LANDSCAPE

ESTABLISHMENT PERIOD

ALL LANDSCAPE CONSTRUCTION WORK IS TO BE CARRIED OUT IN COMPLIANCE WITH RELEVENT COUNCIL APPROVALS AND TO

INDUSTRY BEST PRACTICE. ANY CHANGES FROM DESIGN DOCUMENTATION MUST BE APPROVED BY PROJECT LANDSCAPE ARCHITECT

PRIOR TO CONSTRUCTION ON SITE.

EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE UNDERTAKEN WHERE NECESSARY TO ENSURE NO DETRIMENTAL EFFECT

TO DOWNSTREAM WATERWAYS OR NEIGHBOURING SITES.

PRIOR TO COMMENCEMENT OF WORKS, EXISTING SITE CONDITION IS TO BE DOCUMENTED BY CONTRACTOR. ALL EXISTING AND

PROPOSED SERVICES ON SITE ARE TO BE LOCATED AND CLEARLY IDENTIFIED. ALL BUILDING RUBBISH AND DELETERIOUS MATERIALS

ARE TO BE REMOVED FROM SITE TO APPROVED WASTE LOCATION.

LANDSCAPE AREAS SHALL BE SCARIFIED TO A DEPTH OF 150mm TO PROMOTE GOOD GROWTH FOR TURF AND PLANTING.

ALL MATERIALS TO BE USED IN THE CONSTRUCTION OF THE DESIGNED LANDSCAPE ARE TO BE OF AND INDUSTRY STANDARD QUALITY

AND FROM A SUSTAINABLE SOURCE WHERE POSSIBLE. NO MATERIALS USED ON SITE SHALL BE TOXIC TO HUMANS, ANIMALS OR

PLANTS.

ALL SELECT ITEM MATERIALS ARE TO BE APPROVED BY CLIENT PRIOR TO CONSTRUCTION ON SITE.

PROVIDE SERVICE CONDUITS TO ALL GARDEN BEDS FOR IRRIGATION AND DRAINAGE PURPOSE. PROVIDE CONDUITS FOR LIGHTING

WHERE REQUIRED.

ENSURE ADEQUATE DRAINAGE TO PLANTING AREAS FOR SPECIFIC SITE SOIL CONDITIONS VIA THE USE OF SLOTTED AGRICULTURAL

DRAIN (SELECT TYPE FOR APPLICATION ), OVERLAND FLOW PATHS WITHIN GARDENS ( SELECT RIVER GRAVEL ON GEOFABRIC

MATERIAL) AND SURFACE STORMWATER PITS ( LOCATED IN GENERALLY CONCEALED POSITIONS ).

PROPOSED HARDSCAPE ITEMS ARE TO BE CONSTRUCTED TO AUSTRALIAN STANDARDS AND RELEVENT COUNCIL CODES BY A

SUITABLY LICENCED CONTRACTOR. WORKPLACE HEALTH AND SAFETY REGULATIONS MUST BE IMPLEMENTED DURING CONSTRUCTION

PHASE.

SETOUT OF ALL SOFTSCAPE AREAS TO BE IN ACCORDANCE WITH APPROVED PLANS. PLANTING AREAS TO BE MOUNDED TO ACHIEVE

ADEQUATE DRAINAGE AND AESTHETIC PRESENTATION.

SOIL: A GOOD QUALITY FRIABLE, MODERATELY DRAINING, ORGANIC ENRICHED LANDSCAPING SOIL MIX SHALL BE IMPORTED FROM AN

APPROVED SOURCE. THE SOIL SHOULD NOT CONTAIN ANY CLAY AND BE FREE FROM CONTAMINENTS SUCH AS WEEDS, STICKS AND

ROCKS. IMPLEMENTATION WITHIN GARDEN AREAS TO A MIN. OF 300mm DEPTH.

ORGANIC MULCH: HOOP PINE MULCH IN ITS VARIETY OF FORMS IS TO BE SUPPLIED AND INSTALLED TO A MIN. DEPTH OF 100mm. MULCH

IS TO BE FREE OF FOREIGN MATTER INCLUDING WEEDS, SOIL, STICKS AND ROCKS. AVOID PLACEMENT OF MULCH AGAINST STEM OR

TRUNK OF PLANTS. GRADE MULCH TO BE SELF RETAINED WITHIN GARDEN EDGING.

GRAVEL MULCH: SELECTED WASHED RIVER MULCH GRADED IN SIZE AND COLOUR. USE IN AREAS AS SPECIFIED ON PLANS. TO BE USED

TO SEPERATE ORGANIC MULCH FROM THE WALLS OF BUILDINGS, ADJACENT PATHS AND TOO FACILITATE DRAINAGE WITHIN GARDEN

BEDS. MIN. DEPTH TO BE TWICE THE DIAMETER OF THE LARGEST PEBBLE.

ALL PLANT SPECIES ARE DETAILED WITHIN THE PLANT SCHEDULE . NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR ACCEPTANCE BY

COUNCIL AND PROJECT LANDSCAPE ARCHITECT.

THE CONTRACTOR SHALL OBTAIN ALL PLANTS AS SPECIFIED FROM AN ACCREDITED NURSERY OR OTHER APPROVED SOURCE. PLANTS

SHALL BE PRE-WATERED PRIOR TO ARRIVING ON SITE.

PLANTS SHALL BE HEALTHY, HARDY AND OF GOOD FORM. THE ROOT SYSTEM OF EACH PLANT SHOULD NOT BE ROOTBOUND AND BE

CONDUCIVE TO SUCCESSFUL TRANSPLANTATION. ALL PLANTS TO BE PEST AND DISEASE FREE WITH CONTAINERS FREE FROM WEEDS.

STREET TREE SPECIES ARE TO COMPLY WITH NATSPEC AND RELEVENT COUNCIL CONDITIONS.

STAKE TREES WITH A MIN. OF TWO 50x50 HWD STAKES AND HESSION STRAP OR SIMILAR AS NOT TO DAMAGE TREE. FIGURE '8' DETAIL

RECOMMENDED.

NO TYPE OF STAKE TO BE PLACED THROUGH ROOTBALL OF PLANT AT ANY TIME.

EACH PLANT TO HAVE ADDED WATER CRYSTALS TO PLANTING HOLE AND WATERED IN AFTER PLANTING AS REQUIRED.

PLANT STOCK MAY BE REJECTED IF NOT CONFORMING WITH ABOVE SPECIFICATIONS.

TURF SHALL CONSIST OF A DENSE, WELL ROOTED, VIGOROUS GRASS GROWTH WITH MIN. 25mm OF TOPSOIL. TURF IS TO BE

DELIVERED TO SITE WITHIN 24 HOURS OF BEING CUT. TURF SHOULD BE FREE FROM DELETERIOUS MATERIAL INCLUDING WEEDS,

SEEDS OR ROOTS INCLUDING NUT GRASS AND OXALIS. TURF SHALL BE SUPPLIED IN UNIFORM SIZE IN UNBROKEN CONDITION.

MOISTURE LEVEL OF TURF TO REMAIN CONSISTANT DURING LAYING. TURF TO BE LAID ALONG CONTOUR AND PINNED IF GREATER

THAN 1:4 SLOPE.

PREPARE SUBGRADE TO A LEVEL BASE WITH AN APPROVED TOPSOIL AND SPREAD UNDER TURF FERTILIZER AT RECCOMMENDED

RATE. TURF TO FINISH LEVEL WITH PATHS, EDGES AND KERBS AFTER ROLLING AND SETTLEMENT.

IRRIGATION TO BE INSTALLED BY A SUITABLY QUALIFIED CONTRACTOR AND BE INSTALLED IN ACCORDANCE WITH ALL COUNCIL WATER

REGULATIONS.

THE MOST WATER EFFICIENT METHOD OF IRRIGATION IS TO BE USED, CONNECTED TO TANK SUPPLY WHERE POSSIBLE.

CONDUITS TO BE LAID TO ALL GARDEN AREAS TO PROVIDE A REGULATED COVERAGE. FLUSH AND PRESSURE TEST PRIOR TO

COMMISSIONING.

PROVIDE AS CONSTRUCTED DRAWINGS CLEARLY SHOWING LOCATION OF ALL IRRIGATION COMPONENTRY.

THE CONTRACTOR SHALL BE RESONSIBLE FOR THE CARE AND MAINTENANCE OF ALL LANDSCAPE WORKS FOR A PERIOD OF 13 WEEKS

AFTER COMPLETION.

MAINTENANCE IS TO INCLUDE MOWING OF TURF, REMOVAL AND SPRAYING OF WEEDS, PRUNING AND TRIMMING OF SHRUBS WHERE

REQUIRED, REPLACEMENT OF DEAD OR DISEASED PLANT STOCK AND CORRECT WORKING OF IRRIGATION SYSTEM.

WATER IS TO BE PROVIDED TO ALL SOFT LANDSCAPING AT A REQUIRED RATE DURING THE ESTABLISHMENT PERIOD TO ENSURE

HEALTHY AND VIGOROUS GROWTH.

element design

TM

(REFER ADDITIONAL NOTE)

Tree Planting Distances from Services

ED 14188 OPW - 03 B

issue

Date 30 MAY 2014Scale

Design DrawnSheet 03 OF 03

JV

CLIENT

DWGTITLE

JV

PLANT SCHEDULE

TREE SPECIES

Code Botanical Name Common Name

GROUNDCOVER SPECIES

QuantitySize

Code Botanical Name Common Name QuantitySize

Code Botanical Name Common Name QuantitySize

element design

SHRUB SPECIES

TM

Contractor to confirm plant quantities prior to ordering

GRE HG Grevillea 'Honey Gem' Honey Gem4

45 litre

PHI xan Philodendron "Xanadu" Xanadu

4200 pot

DIE bic Dietes bicolor Wild Iris

4200 pot

TRA tri Trachelospermum 'Tricolour' Tricolour Jasmine 140 pot10

MET tho Meterosideros thompsonii NZ Christmas Tree

6300 pot

22 February 2002 - Mackay Councilf. window sizes are nominal only, actual sizes will vary with...

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