woodlea estate - city of melton · woodlea estate steps all steps are to have a minimum tread width...

11
PROPOSED DOUBLE STOREY RESIDENCE TOWN PLANNING DRAWINGS AT : LOT 1138B, NO.131 PIONEER DRIVE, AINTREE. DRAWING SCHEDULE SHEET 01 COVER PAGE SHEET 02 SITE ANALYSIS SHEET 03 SITE PLAN SHEET 04 GROUND FLOOR PLAN WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or steps where required, 1000mm above landing min. 900mm above steps. WET AREAS To all wet areas provide ceramic tiles bonded to fully compressed fibre cement sheets or approved similar, to walls to a height not less than 1800mm around shower recesses measured from the lowest point of the shower base, and not less than 300mm above the rim of the bath, vanity, sinks and troughs. Waterproofing of wet areas to comply with AS3740. INSULATION Unless noted otherwise, the following insulation is to be provided for the following types of floor: Tiled Roof : Refer to energy rating report. Ext.Walls : Refer to energy rating report. Any sarking type material must have a flammability index of not more than 5. SLAB Provide cavity flashing from internal frame to external brickwork with bottom course weep holes @1000mm ctrs. *For slab on ground*. Provide 75 x 110 G.I. Grilled vents @ 1.5m ctrs to sub-floor external wall. *For timber/concrete floor on strip footings.* SMOKE ALARMS Smoke alarm detectors, hard wired to switch board to conform with AS 3786. THERMAL PERFORMANCE Proposed dwelling must be constructed to minimise air leakages via roof, external walls, floos and openings such as windows, doors and the like. Drafts must be restricted via exhaust fans, chimneys, flues,openable windows and other such openings must be fitted with a seal where practical to restrict air infiltration. (Seals must be constructed from a foam or rubber compressible strip, fibrous seal or the like). When servicing a conditioned space, all roof lights must be sealed or have the capability of being sealed. All windows are assumed to meet AS2047 (Clause 2.1.3.5) and AS4420.4 on air infiltration. Check before ordering. GENERAL NOTES These drawings are to be read in conjunction with accompanying Project and General Specifications, Engineers, Soil Report etc where applicable. All dimensions and levels are to be checked and verified by the Owner/Builder, and any discrepencies in the documents must be resolved before ordering or commencement of any works. These drawings are not to be scaled. Use written dimensions only. CODES AND REGULATIONS All work and materials shall conform to current Australian Standards, and to the Building Code of Australia. The builder shall confirm in all respects to local council requirements, the B.C.A and relevant S.A.A. STRUCTURAL STEEL All structural steel shall be mild steel to AS3678 and designed in accordance with AS4100 unless otherwise noted on drawings. Structural Steel hollow sections shall be cold formed steel, manufactured to AS1163 having yield strength of 350 Mpa and designed in accordance with AS1538. All exposed steelwork to be hot dipped galvanised to S.A.A. TIMBER Timber used in construction is to conform with the applicable current Australian standards. Design of timber structures is in accordance with AS 1720. Timber structures not located in an area subject to seismic activity or snow loads and where the design wind velocity calculated under AS 1170.2 does not exceed 42m/s shall be constructed in accordance AS1684.2. All timber framing to comply with AS1684. BRICKWORK Clay bricks shall be used in accordance with AS 3700 and shall a minimum compressive strength of 30 Mpa. Mortars shall be mixed in proportions of 1 part portland cement, 1 part hydrated lime or lime putty and 6 parts fine aggregate volume batched. To all brick walls provide 3mm stainless steel ties placed not further apart then 460mm x 610mm centres sloping downwards to the outside. Provide Articulation or Expansion Joints at 6.0m ctrs max. and not exceeding 3.0m from any corner, and as per soil report recommendations. GLAZING All glazing shall be carried out in accordance with AS 1288. All glass sliding doors shall be clearly marked with safety markings. All framed glazing where the lowest sight line of the glazing panel is less than 500mm from the highest abutting finished floor level shall be Grade A safety glazing material in accordance with AS 1288 except that ordinary annealed glass may be used as follows: Maximum glazing panel area Up to and including 0.1 sq.m Up to and including 0.3 sq.m Up to and including 2.0 sq.m All glazing to be standard nominal thick clear annealed unless shown otherwise on elevations. Provide light and ventilation to the requirements of the B.C.A. This drawing is protected by copy-right and any breach or infringement of copy-right will result in court proceedings. C THE OWNER/BUILDING SHALL ENSURE THAT ALL WORKS AND MATERIALS USED SHALL BE TO THE APPROVAL OF THE RELEVANT STATUTORY AUTHORITIES AND CONFORM TO THE BUILDING CODE OF AUSTRALIA'S A.S. CODES (CURRENT EDITIONS), BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. ALL WORK TO BE IN ACCORDANCE WITH THE CONDITIONS SET OUT BY WOODLEA ESTATE LOCAL AUTHORITY : MELTON CITY COUNCIL COUNCIL PROPERTY INFORMATION SHOULD BE READ AND UNDERSTOOD PRIOR TO CONSTRUCTION THE BUILDER IS TO VERIFY ALL LEVELS AND DIMENSION ON SITE PRIOR TO CONSTRUCTION. EXTERNAL WALLS - 240mm BRICK VENEER WALL AS PER - 230mm BRICK WALL AS PER SPEC INTERNAL WALLS - 90mm STUD WALL AS PER SPEC WALL LEGEND SPECS SPECS SHEET 05 FIRST FLOOR PLAN SHEET 06 ELEVATIONS SHEET 08 LAND SURVEY SHEET 09 9AM SHADOW SHEET 10 12PM SHADOW SHEET 11 3PM SHADOW SHEET 07 ELEVATIONS SURFACE DRAIN DWELLING DRAIN NGL FALL 1:20 Please note: Grade surface away from the Building for a minimum distance of 1.0.metres at a 1 in 20 minimum fall, and collect all stormwater runoff via a PVC channel or spoon drain and connect to SWD . 1000 PD-1138

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Page 1: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

PROPOSED DOUBLE STOREY RESIDENCE TOWN PLANNING DRAWINGS

AT : LOT 1138B, NO.131 PIONEER DRIVE, AINTREE.

DRAWING SCHEDULESHEET 01 COVER PAGESHEET 02 SITE ANALYSISSHEET 03 SITE PLANSHEET 04 GROUND FLOOR PLAN

WOODLEA ESTATE

STEPSAll steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm.Selected balustrade to stairs or steps where required, 1000mm above landing min. 900mm abovesteps.WET AREASTo all wet areas provide ceramic tiles bonded to fully compressed fibre cement sheets or approvedsimilar, to walls to a height not less than 1800mm around shower recesses measured from thelowest point of the shower base, and not less than 300mm above the rim of the bath, vanity, sinksand troughs.Waterproofing of wet areas to comply with AS3740.INSULATIONUnless noted otherwise, the following insulation is to be provided for the following types of floor:Tiled Roof : Refer to energy rating report.Ext.Walls : Refer to energy rating report.Any sarking type material must have a flammability index of not more than 5.SLABProvide cavity flashing from internal frame to external brickwork with bottom course weep holes@1000mm ctrs. *For slab on ground*.Provide 75 x 110 G.I. Grilled vents @ 1.5m ctrs to sub-floor external wall. *For timber/concretefloor on strip footings.*SMOKE ALARMSSmoke alarm detectors, hard wired to switch board to conform with AS 3786.THERMAL PERFORMANCEProposed dwelling must be constructed to minimise air leakages via roof, external walls, floos andopenings such as windows, doors and the like.Drafts must be restricted via exhaust fans, chimneys, flues,openable windows and other suchopenings must be fitted with a seal where practical to restrict air infiltration. (Seals must beconstructed from a foam or rubber compressible strip, fibrous seal or the like).When servicing a conditioned space, all roof lights must be sealed or have the capability of beingsealed.All windows are assumed to meet AS2047 (Clause 2.1.3.5) and AS4420.4 on air infiltration. Checkbefore ordering.

GENERAL NOTESThese drawings are to be read in conjunction with accompanying Project andGeneral Specifications, Engineers, Soil Report etc where applicable. All dimensions and levels are tobe checked and verified by the Owner/Builder, and any discrepencies in the documents must beresolved before ordering or commencement of any works.These drawings are not to be scaled. Use written dimensions only.CODES AND REGULATIONSAll work and materials shall conform to current Australian Standards, and to the Building Code ofAustralia.The builder shall confirm in all respects to local council requirements, the B.C.A and relevant S.A.A.STRUCTURAL STEELAll structural steel shall be mild steel to AS3678 and designed in accordance with AS4100 unlessotherwise noted on drawings. Structural Steel hollow sections shall be cold formed steel,manufactured to AS1163 having yield strength of 350 Mpa and designed in accordance withAS1538.All exposed steelwork to be hot dipped galvanised to S.A.A.TIMBERTimber used in construction is to conform with the applicable current Australian standards.Design of timber structures is in accordance with AS 1720.Timber structures not located in an area subject to seismic activity or snow loads and where thedesign wind velocity calculated under AS 1170.2 does not exceed 42m/s shall be constructed inaccordance AS1684.2.All timber framing to comply with AS1684.BRICKWORKClay bricks shall be used in accordance with AS 3700 and shall a minimum compressive strength of30 Mpa.Mortars shall be mixed in proportions of 1 part portland cement, 1 part hydrated lime or lime puttyand 6 parts fine aggregate volume batched. To all brick walls provide 3mm stainless steel ties placednot further apart then 460mm x 610mm centres sloping downwards to the outside.Provide Articulation or Expansion Joints at 6.0m ctrs max. and not exceeding 3.0m from any corner,and as per soil report recommendations.GLAZINGAll glazing shall be carried out in accordance with AS 1288. All glass sliding doors shall be clearlymarked with safety markings. All framed glazing where the lowest sight line of the glazing panel isless than 500mm from the highest abutting finished floor level shall be Grade A safety glazingmaterial in accordance with AS 1288 except that ordinary annealed glass may be used as follows:Maximum glazing panel areaUp to and including 0.1 sq.mUp to and including 0.3 sq.mUp to and including 2.0 sq.mAll glazing to be standard nominal thick clear annealed unless shown otherwise on elevations.Provide light and ventilation to the requirements of the B.C.A.

This drawing is protected by copy-right and any breach orinfringement of copy-right will result in court proceedings.C

THE OWNER/BUILDING SHALL ENSURE THAT ALL WORKS ANDMATERIALS USED SHALL BE TO THE APPROVAL OF THE RELEVANTSTATUTORY AUTHORITIES AND CONFORM TO THE BUILDING CODEOF AUSTRALIA'S A.S. CODES (CURRENT EDITIONS), BUILDINGREGULATIONS, LOCAL BY-LAWS AND TOWN PLANNINGREQUIREMENTS.

ALL WORK TO BE IN ACCORDANCE WITH THE CONDITIONS SETOUT BY WOODLEA ESTATE

LOCAL AUTHORITY : MELTON CITY COUNCILCOUNCIL PROPERTY INFORMATION SHOULD BE READ ANDUNDERSTOOD PRIOR TO CONSTRUCTION

THE BUILDER IS TO VERIFY ALL LEVELS AND DIMENSION ON SITEPRIOR TO CONSTRUCTION.

EXTERNAL WALLS

- 240mm BRICK VENEER WALL AS PER

- 230mm BRICK WALL AS PER SPEC

INTERNAL WALLS

- 90mm STUD WALL AS PER SPEC

WALL LEGEND

SPECS

SPECS

SHEET 05 FIRST FLOOR PLAN SHEET 06 ELEVATIONS

SHEET 08 LAND SURVEYSHEET 09 9AM SHADOWSHEET 10 12PM SHADOWSHEET 11 3PM SHADOW

SHEET 07 ELEVATIONS

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 2: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

P I O

N E

E R

D

R I

V E

C A L L I S T E M O N V I S T A

663.00 m2LOT 1138

2 . 0

m

North

E A

S E

M E

N T

5369

22.5° pitch roof bellow

AS SELECTED GUTTER ONBRICK CONSTRUCTION

EXIS

TIN

G C

RO

SSO

VER

3500

max

garden bed500

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

NAT

UR

E ST

RIP

FOO

TPAT

H

4000

GATE SETBACK

3910

16699

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

GARAGE SETBACK

Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.

DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.

NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.

SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY

NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.

CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING

TOTAL SITE COVERAGE = 24.17%

SITE ANALYSIS 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.

All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site

LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.

All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.

Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.

All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.

Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.

All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.

Easement: 2.0m rear

Adjoining properties: RIGHT side

Crossover location : RIGH hand side

Building envelope on property:

Bushfire construction Property:

YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.

NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .

Termite construction Property:

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

*LANDSCAPING PROVIDED BY WOODLEA ESTATE PERMEABILITY : 69.46%IMPERMEABILITY : 30.54%

FRONT GARDEN

PRIVATE OPEN SPACE

PRIVATE

375.00 m2 AREA

adjoining vacant blockLOT 1139

SITE 32.00M 115°43'50" BOUNDARY

SITE 23.14M 097°08'00" BOUNDARY

SIT

E

22.9

3M

025

°43'

50"

B

OU

ND

AR

Y3 . 0 m

SITE 09.89M 115°43'50" BOUNDARY

SITE

4.

31M

5

2°58

' T.

BSI

TE

A11.

88M

1

8°07

' T

.B450

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1690 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.

Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.

450

450

*450 eaves on both ground floor and first floor

3500

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

1000 WALKWAY

A 1.8m high lap and cap timber paling fence with expressedposts - 7.6.10 Posts: 125 x 75mm hardwood or H4 treated softwood,Durability Class 1 or 2 (suitable for in-ground use). Hardwood posts are recommended.All posts to be installed vertical with an angled top to shed water, at a spacing of2400mm-2700mm to suit rail lengths.The following additional requirements apply to eachCharacter Precinct:7.6.10.1 Character Precinct 1 - Expressed post withsplayed post top as detailed.

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

2200

OF DISCHARGELEGAL POINT

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

5604

2136

4312

HOUSE SETBACK

3464

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NE

W 1

00 M

SW

D P

IPE

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

CUT NATURAL GROUND200MM TO 10.00

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 3: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

P I O

N E

E R

D

R I

V E

C A L L I S T E M O N V I S T A

2 . 0

m

North

E A

S E

M E

N T

22.5° pitch roof bellow

EXIS

TIN

G C

RO

SSO

VER

3500

max

garden bed500

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

NAT

UR

E ST

RIP

FOO

TPAT

H

4000

GATE SETBACK

3910

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.

DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.

NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.

SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY

NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.

CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING

TOTAL SITE COVERAGE = 48.15%

SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.

All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site

LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.

All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.

Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.

All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.

Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.

All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.

Easement: 2.0m rear

Adjoining properties: RIGHT side

Crossover location : RIGH hand side

Building envelope on property:

Bushfire construction Property:

YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.

NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .

Termite construction Property:

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

*LANDSCAPING PROVIDED BY WOODLEA ESTATE

PRIVATE OPEN SPACE

EXITING SITE 32.00M 115°43'50" BOUNDARY

SITE 23.14M 097°08'00" BOUNDARY

SIT

E

22.9

3M

025

°43'

50"

B

OU

ND

AR

Y

3 . 0 m

SITE 09.89M 115°43'50"

SITE

4.

31M

5

2°58

' T.

BSI

TE

A11.

88M

1

8°07

' T

.B450

HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1690

Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.

450

450

*450 eaves on both ground floor and first floor

3500

1000 WALKWAY

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

2200

OF DISCHARGELEGAL POINT

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

5604

2136

4312

HOUSE SETBACK

3464

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPEN

EW

100

MM

Ø S

WD

PIP

E

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

CUT NATURAL GROUND200MM TO 10.00

3530

dp

dp dp

5001

3029

2279

1219

PO

RC

H/B

ALC

ON

YS

ETB

AC

K

HO

US

E S

ETB

AC

K

360.00 m2LOT 1138A

900M

M W

ALK

WA

Y

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.

PORCH FFL: 10.298

LETTER BOX

5029

GA

RA

GE

SE

TBA

CK

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

garde

n bed

3500 max

3500

PROPOSED CROSSOVER

2183

0 P

RO

PO

SE

D N

EW

SIT

E B

OU

ND

AR

Y

4079

RE

AR

SE

TBA

CK

Note: Provide 90mm PVC pipe underdriveway.1.0m off front boundary.

500

PERMEABILITY : 69.46%IMPERMEABILITY : 30.54%

FRONT GARDEN21

20 G

ATE

SE

TBA

CK

65.85SQ.MPRIVATEOPEN SPACE

13170MM PROPOSED NEW BOUNDARY LINE 18830MM NEW PROPOSED BOUNDARY LINE

450

450

STORAGE6M3MIN.

dpdp

BALCONYFLOORWASTE

TILE

450

450

AS

SELE

CTE

D G

UTTE

R O

NBR

ICK

CO

NST

RUC

TION

1300

1540

450

450

450

450

450

dp sp

reade

r

dp spreader dp spreader

dpdp

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

LOT 1138B300.00 m2

PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

HWU

22.5° ROOF BELOW

22.5° ROOF BELOW

22.5°

ROOF

BELO

W

NBN700MMmin high

2120

GA

TE S

ETB

AC

K

STORAGE6M3MIN.SHED SHED

2000

7001

STORAGE6M3MIN.SHED

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 4: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

113.62 sq.m ( 12.23 sqrs).9.13 sq.m ( 0.98 sqrs).36.21 sq.m ( 3.89 sqrs).

158.96 sq.m ( 17.11 sqrs).

Area Summary:Residence:Porch:Garage:

Total:

WINDOW SCHEDULEW1 2110w x 1800h Awning aluminium window 2100h from floorline

W2

W3

(obscure glazing)610w x 900h Sliding aluminium window 2100h from floorline

1810w x 600h Sliding aluminium window 2100h from floorline

Window schedule takes precedence over elevations, checkthe window specifications for exact sizes and openings asper SOUTHERN STAR ALUMINIUM WINDOWS AND DOORS.

D2 2110w x 2100h Sliding aluminium door 2100h from floorline

D1

PROPOSED UNIT 2 GROUND FLOOR PLAN 1:100

3600w x 2100h Sliding aluminium door 2100h from floorline

1020

ubo

O/H

EA

DS

1.0M

ref

spac

e

tv a

rea

bulk

head

vb

PWDwmspaceO/HEADS

dryer

LDRY

FAMILYDINING

UP

PTRY

shel

f

GUEST BED

SITTING

GARAGE

720

c.s.

d

820

820

820

Isla

nd B

ench

Min. 2250 h x 4800 wgarage panelift door with lintelover to eng's design

TITL

E BO

UNDA

RY

1.

12.

2407370

240

10650

240

2130

90

2000

240

760

240

650

350

3500

240

4610

9020

0090

1110

9015

4090

3800

240

1000

240

4610

9032

0090

1540

9038

0024

010

00

1490

0

240

2403450

240

470

240

4610

90

1010

90

510

9060

2024

017

70

230

240

4610

9016

10

90

6020

240

760

240

530

350

1000

1000

1490

0

North

820

6500

6160

240

dp dp

dp

dp dp720 c.s.d820

W1

DW

W2

W2

W2

W3 D1

D2

DW 1020w x 2330h Sliding aluminium door 2330h from floorline400w x 2100h fixed aluminium window

470 x 350 w built uppier with render finish

lintel over to eng'sdesign and comp's

stairs & 1.0m highhandrail as permanufactures specs

FIRST FLOOR ABOVEFFL: 10.298

SD

PORCH

Note: FIRE CHECK AND MINERAL FIBRE INSULATIONARE REQUIRED BEHIND THE FLASHING AND GUTTERON THE BOUNDARY, TO ENSURE FIRE SEPERATIONIS ACHIEVED TO THE UNDERSIDE OF THE ROOFCLADDING, VERIFY ON SITE.

FFL: 10.213

FFL: 10.385

1000

1000

KIT

CH

EN

1000

2010

470

100090

219090

5500240

39308020

11950

EF

Note: Proposed exposed aggregatefinish to PORCH boral elwood finish.

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

NOTE: ALL WET AREAS MUST BECONSTRUCTED IN ACCORDANCE WITHPART 3.8.1 OF THE BCA 2006.

NOTES:RWH : Denotes Rain Water Head.DP : Denotes Downpipes.DPS : With spreader pipe located on roof only.SD : Denotes smoke detectors.EF : Exhaust fans.

S : Kitchen sink.HB : Hand basin.VB : Vanity basin.UBO : Under bench oven.DW : Dishwasher.TR : Laundry trough.

NOTE: MECHANICAL VENTILATION TOBE DUCTED TO THE OUTER AIR.

NOTE-SITE MEASUREMENTS WILL DICTATE FINALSITE LEVELS AND FREEBOARD HEIGHTS

Ground & Fisrt floor total area:276.52sq.m = 29.76sqrs

Note: Rendered foam veneer walltotal thickness including 90mmstud wall is 165mm or near.

4610

2402100

901410

90

3600240

119090

OVER

ALL

OVERALL

2800KITCHEN FAMILY

LAUNDRY PTRY GUEST BEDPWD

910

90

OVERALL

GARAGE SITTING

GARA

GE

BROO

MSH

ELF

LAUN

DRY

ENSSTAIR

216090

135090 LINCORRIDOR

STAI

RPW

D

SITT

ING

ENS

ROBE

FAM

ILY

GUES

T BE

D

OVER

ALL

1000

1390

0

KITC

HEN

5580

A A

NBN700MMmin high

NBN700MMmin high

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

AS

SELE

CTE

D G

UTTE

R O

NBR

ICK

CO

NST

RUC

TION

FIRE RATED EAVES WITH FRL 60/60/60 TO EAVE WITHIN 450MM FROM TITLE BOUNDARY

87MM SETDOWN

172MM SETDOWN

DWN

DWN

DWN

DWN

DWN

1800

BU

LKH

ED

TILE

TILE

90

240

1800

HN

ICH

E

610

BULKHEAD

300 300

4010

300

400 S.LITE

UPPER STOREY LINE

UP

PE

R S

TOR

EY

LIN

E

HWU

720

STORAGE UNDERSTAIRS

GLASS

vb

450

820 c.s.d

1190

ENSWIR TILE

900 X 90

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 5: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

PROPOSED UNIT 2 FIRST FLOOR PLAN 1:100

ENS

MASTER BED

WIR

820

900x1000SHR

15.DN

HI -

LIT

E

vbvb

vbvb

North

dpdp

EF

TILE

BALCONYFLOORWASTE

TILE

NOTE: ALL WET AREAS MUST BECONSTRUCTED IN ACCORDANCE WITHPART 3.8.1 OF THE BCA 2006.

NOTES:RWH : Denotes Rain Water Head.DP : Denotes Downpipes.DPS : With spreader pipe located on roof only.SD : Denotes smoke detectors.EF : Exhaust fans.

S : Kitchen sink.HB : Hand basin.VB : Vanity basin.UBO : Under bench oven.DW : Dishwasher.TR : Laundry trough.

NOTE: MECHANICAL VENTILATION TOBE DUCTED TO THE OUTER AIR.

NOTE-SITE MEASUREMENTS WILL DICTATE FINALSITE LEVELS AND FREEBOARD HEIGHTS

113.79 sq.m ( 12.24 sqrs)6.29 sq.m (0.67 sqrs)

120.08 sq.m (12.91 sqrs)

First Floor Area Summary:Residence:Balcony:

Total:

Ground & Fisrt floor total area:276.52sq.m = 29.76sqrs

WINDOW SCHEDULEW2

W4

(obscure glazing)610w x 900h Sliding aluminium window 2100h from floorline

1210w x 1800h Awning aluminium window 2100h from floorline

Window schedule takes precedence over elevations, checkthe window specifications for exact sizes and openings asper SOUTHERN STAR ALUMINIUM WINDOWS AND DOORS.

TITL

E BO

UNDA

RY

W7 D3 W4

W2

W8

W5 1810w x 600h Sliding aluminium window 2290h from floorline

W6

D3 1810w x 2100h Sliding aluminium door 2100h from floorline

SD

450

BALCONY BALUSTRADE1.1M HIGH AS PERMANUFACTURES SPECS

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

450

AS

SELE

CTE

D G

UTTE

R O

NBR

ICK

CO

NST

RUC

TION

TITL

E BO

UNDA

RY

W7 610w x 1800h Awning aluminium window 2100h from floorline

1300

820

820

ROBE

2 x 820 sldrs

ROBE

2 x 820 sldrs

LINE

N

2 x 820 sldrs

RO

BE

2 x 820 sldrs

820

720

vb

4250

820 C.S.D

vb

900 x 900 720

1540

BED 2

BED 3

BED 4RETREAT

PWDTILE

W2

W5W5W5

(obscure glazing)1510w x 1200h Sliding aluminium window 2100h from floorline

W6

BATHTILE

HI -

LIT

E

HI - LITE HI - LITE HI - LITE

W5A 1810w x 600h Awning aluminium window 2290h from floorline

W5A

W8 2110w x 600h Awning aluminium window 2290h from floorline

450

450

450

450

450

dp sp

reade

r

dp spreader dp spreader

dpdp

SD

NO

OK

22.5° ROOF BELOW

22.5° ROOF BELOW

A A

3100

3010

W5B

W5B 1810w x 1200h Awning aluminium window 2100h from floorline

3100

3400

LINEN

520

520

1300

tv a

rea

bulk

head

300

300

3400

300

3500

1290

0

1050

1980

9870

9031

00

90

2890

90

510 90

3010

90

90

1800

90

1000

300

3100

300 90

10270

903400

90

300 3200

90

301090

902060

90

125090

350090

101090

1910

90

902260

90

510

90

1160

90

1000 1690

90

1160

90

1860

90

10270

4200 607090

3510

90

51090

1400

90

440090

902510

9060016901000

901160

90510

90

226090

901860

901160

90 PWDLINEN

6520BALCONY OVERALL

470 470

1290

0

1050

1185

090

4250

90

1900

90

1640

90

510

90

3010

90

90

3630

90

530

90

1900

9051

090

1040

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 6: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

WEEPHOLESWeep holes at 1.2 metre spacing andabove windows more than 1.0 metrewide.

TERMITE PROTECTIONA chemical termite managementsystem will be utilized for this buildingin accordance with AS 3660.1

Note: Provide weepholes at 960mmmaximum centres with continuousflashing where the brickwork extendsover the openings

FRONT ELEVATION 1:100

REAR ELEVATION 1:100Selected aluminium framed

sliding door with decals to AS.1288

MATERIAL %BALC/FIRST FLOOR RENDER = 20%

PORCH TILE PILLARS = 05%WEATHERBOARD = 15%

BRICKS = 60%

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

f.

f.o.

f. f.

2740

2590

Selected tiled roof @22.5 ° roof pitch as perthe manufuctures specs

470 x 350 w builtup pier with tile

finish

Selected colorbondspout and fascia

Min. 2250 h x 4800 wgarage panelift door withlintel over to eng's design

Selected aluminiumframed windows to

AS.1288

Lightweight RenderedCladding

Timber Cladding

Brick wall

GLASS 1.1M HIGH BALUSTRADE

8300

MA

X

RIDGE HEIGHT

3200

MA

X W

ALL

ON

BO

UN

DA

RY

450 450 450

f.o.

f.o.

o.

f.o.

o.f.

2740

2590

SIDE ELEVATION 1:100

Lightweight renderedcladding

Brick Wall350 x 350 w builtup pier with tile

finish

Selected aluminiumframed windows to

AS.1288

Lightweight RenderedCladding

Selected colorbondspout and fascia

1700

o.

8300

MA

X

gas meter

mbox

NBN

NBN700MMmin high

RIDGE HEIGHT

f.o.OBSCURE OBSCURE

f. o. o. f.

f.o.

3200

MA

X

2740

2590

Selected aluminium framedsliding door with decals to AS.1288Brick wall

RIDGE HEIGHT

8300

MA

X

f.o. f.o. f.o.

Lightweight renderedcladding

Selected colorbondspout and fascia

FFL: 10.385

FFL: 10.385

FFL: 10.385

f.

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 7: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

SIDE ELEVATION 1:100

SCHEDULE OF COLOURS AND MATERIALS* ROOF MATERIAL CONCRETE TILES MONUMENT

* PANELIFT GARAGE DOOR COLORBOND CLASSIC CEDAR

* WALL MATERIAL AUSTRAL BRICKS HOMESTEAD - TAN

* WINDOWS ALUMINIUM MONUMENT

* GUTTER/FASCIA/DOWNPIPE COLORBOND MONUMENT

* DRIVEWAY/PATHWAY CONCRETE

* PORCH PIER MATERIAL - TILE CLAD * PORCH PIER MATERIAL RENDER - SHALE GREY

EXPOSED AGGREGATE BORAL - ELWOOD

- NATIONAL TILES (STRATOS DARK GREY)

* WALL MATERIAL UPPSTAIRS RENDER WATTYL SHALE GREY

172

Selected SHEET roof @22.5 ° roof pitch as perthe manufactures specs

GARAGE

to protrude passed No portion of buildingto protrude passed title boundary

2740

2590

SITTING

3200

MA

X

engineers design

Waffle conc. slab

per soil report & foundations as Waffle conc. slab Note : floor slab toNote : floor slab to

have min 150mm

Note: Builder to verify allheights and all dimensionsbefore commencing anyproposed building works

plaster board liningNote: provide 10mm

to ceilingline.

SECTION A|A 1:100

ENTRY

8300

MA

X

RIDGE HEIGHT

Triple grip all trussesto timber top plate

GENERAL ENERGY EFFICIENCY REQUIREMENTS*Construction must be in accordance with the Energy Rating Report.*Single glazed aluminium window and door frames throughout (whole of window U-value = 6.7 or less;whole of window SHGC = 0.57/0.7), with double glazing to all Kitchen/Dining/Family area glazing, and bothLounge Room windows (whole of window U-value = 3.5 or less; whole of window SHGC = 0.47/0.64). SeeNatHERS report for individual window values and codes*R6.0 insulation to the ceiling*R2.5 insulation batts (with reflective foil wrap to brick veneer walls - Emissivity = 0.56 or less) to externalwalls, including wall b/n house and garage (without RFL)*R2.0 insulation under upper floor overhanging porch area*Self closing exhaust fans throughout*Draught seals to all external hinged doors*Where downlights are used, "Approved Non-Ventilated Covers" are to be installed to avoid insulation removaland minimise air infiltration.

INSULATION REQUIREMENTS*All insulation to abut or overlap adjoining insulation or supporting members.*Must form a continous barrier with floors, ceilings, walls or the like that inherentlycontribute to the thermal barrier.*Must not affect or effect operation of a domestic service or fitting.*Reflective insulation must be installed with the necessary airspace between reflective side andbuilding lining.*Reflective insulation to be closely fitted to penetrations and openings and adequately suppoted byframing members.*Reflective insulation to be overlapped by 150mm or taped together.*Bulk insulation to maintain its position and thickness other thaqn at roof battens, pipes and cables.*In a ceiling, where there is no bulk insulation or reflective insulation in the external wall beneath,the reflective insulation must overlap by no less than 50mm.

A mailbox, with seperateaperture for newspapers andother non-mail articles must beprovided for each of thepremises at the streetfrontage. The mailboxdimensions, placement andnumbering must comply with theAustralia Post - General PostGuide 2004 (Point G4.3), aspublished on its website to thesatisfaction of the responsibleauthority.

Brass Numbersto suite address

520 x 470mmBrick Pier withRender Finish.

Rendered finish tomatch dwelling.

Brass Mail Slot.

Mailbox Elevation

1000

FOR GUIDE PURPOSES* MAILBOX MATERIAL - RENDER - GREY

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

2740

2590

Selected tiled roof @22.5 ° roof pitch as perthe manufuctures specs

Brick wall 350 x 350 w builtup pier with tile finish

Timber Cladding

Selected colorbondspout and fascia

Lightweight renderedcladding

8300

MA

X

RIDGE HEIGHT

f.o.

f.o.

OBSCURE

3025

wal

l on

boun

dary

FFL: 10.385

FFL: 10.385

FFL: 10.213GARAGE

FFL: 10.213GARAGE

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 8: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

5600

2200

2200

5800

3800

3000

2 . 0

mE

A S

E M

E N

T

5369

22.5° pitch roof bellow

AS SELECTED GUTTER ONBRICK CONSTRUCTION garden bed50

0

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

4000

GATE SETBACK

3910

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

GARAGE SETBACKSITE 32.00M 115°43'50" BOUNDARY

3 . 0 m HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1690

450

450

3500

1000 WALKWAY

2200

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

2136

4312

HOUSE SETBACK

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NE

W 1

00 M

SW

D P

IPE

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

Note: Existing house has burned down.All remaining debris and footing have been removed.Block stands now vacant - 03.04.2019

LAND SURVEY 1:150

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 9: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

P I O

N E

E R

D

R I

V E

C A L L I S T E M O N V I S T A

663.00 m2LOT 1138

2 . 0

m

North

E A

S E

M E

N T

5369

22.5° pitch roof bellow

AS SELECTED GUTTER ONBRICK CONSTRUCTION

EXIS

TIN

G C

RO

SSO

VER

3500

max

garden bed500

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

NAT

UR

E ST

RIP

FOO

TPAT

H

4000

GATE SETBACK

3910

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

GARAGE SETBACK

Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.

DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.

NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.

SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY

NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.

CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING

TOTAL SITE COVERAGE = 48.15%

SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.

All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site

LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.

All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.

Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.

All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.

Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.

All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.

Easement: 2.0m rear

Adjoining properties: RIGHT side

Crossover location : RIGH hand side

Building envelope on property:

Bushfire construction Property:

YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.

NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .

Termite construction Property:

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

*LANDSCAPING PROVIDED BY WOODLEA ESTATE

adjoining vacant blockLOT 1139

SITE 32.00M 115°43'50" BOUNDARY

SITE 23.14M 097°08'00" BOUNDARY

SIT

E

22.9

3M

025

°43'

50"

B

OU

ND

AR

Y

3 . 0 m

SITE 09.89M 115°43'50" BOUNDARY

SITE

4.

31M

5

2°58

' T.

BSI

TE

A11.

88M

1

8°07

' T

.B450

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.

Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.

450

450

*450 eaves on both ground floor and first floor

3500

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

1000 WALKWAY

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

2200

OF DISCHARGELEGAL POINT

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

5604

2136

4312

HOUSE SETBACK

3464

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NE

W 1

00 M

SW

D P

IPE

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

CUT NATURAL GROUND200MM TO 10.00

3530

450

dpdp

dp

dp

dp dp

5001

1296

3029

3029

2279

12195419

PO

RC

H/B

ALC

ON

YS

ETB

AC

K

HO

US

E S

ETB

AC

K

WA

LKW

AY

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

Note: Letter box constructed of brick

with rendered finish (GREY) to match

house render with clear visible number

refer to owners design.

PORCH FFL: 10.298

LETTER BOX

GARAGE FFL: 10.21322.5° pitch roof bellow

GA

RA

GE

SE

TBA

CK 20

00

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

garde

n bed

3500 max

3500

EXISTING CROSSOVER

9 AM SHADOW LINE PLAN (1:150)

dp

dp dp 2120

GA

TE S

ETB

AC

K

450

450

dpdp

BALCONYFLOORWASTE

TILE

450

450

450

450

450

450

dp sp

reade

r

dp spreader dp spreader

dpdp

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

LOT 1138B300.00 m2

PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

HWU

22.5° ROOF BELOW

22.5° ROOF BELOW

22.5°

ROOF

BELO

W

NBN700MMmin high

2120

GA

TE S

ETB

AC

K

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 10: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

P I O

N E

E R

D

R I

V E

C A L L I S T E M O N V I S T A

663.00 m2LOT 1138

2 . 0

mE

A S

E M

E N

T

5369

22.5° pitch roof bellow

AS SELECTED GUTTER ONBRICK CONSTRUCTION

EXIS

TIN

G C

RO

SSO

VER

3500

max

garden bed500

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

NAT

UR

E ST

RIP

FOO

TPAT

H

4000

GATE SETBACK

3910

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

GARAGE SETBACK

Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.

DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.

adjoining vacant blockLOT 1139

SITE 32.00M 115°43'50" BOUNDARY

SITE 23.14M 097°08'00" BOUNDARY

SIT

E

22.9

3M

025

°43'

50"

B

OU

ND

AR

Y

3 . 0 m

SITE 09.89M 115°43'50" BOUNDARY

SITE

4.

31M

5

2°58

' T.

BSI

TE

A11.

88M

1

8°07

' T

.B450

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.

Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.

450

450

3500

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

1000 WALKWAY

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

2200

OF DISCHARGELEGAL POINT

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

5604

2136

4312

HOUSE SETBACK

3464

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NE

W 1

00 M

SW

D P

IPE

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

CUT NATURAL GROUND200MM TO 10.00

3530

dpdp

dp

dp

dp dp

5001

1296

3029

3029

2279

12195419

PO

RC

H/B

ALC

ON

YS

ETB

AC

K

HO

US

E S

ETB

AC

K

WA

LKW

AY

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

Note: Letter box constructed of brick

with rendered finish (GREY) to match

house render with clear visible number

refer to owners design.

GROUND FFL: 10.385

PORCH FFL: 10.298

LETTER BOX

GARAGE FFL: 10.21322.5° pitch roof bellow

5029

GA

RA

GE

SE

TBA

CK 20

00

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

garde

n bed

3500 max

3500

EXISTING CROSSOVER North

NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.

SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY

NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.

CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING

TOTAL SITE COVERAGE = 48.15%

SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.

All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site

LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.

All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.

Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.

All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.

Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.

All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.

Easement: 2.0m rear

Adjoining properties: RIGHT side

Crossover location : RIGH hand side

Building envelope on property:

Bushfire construction Property:

YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.

NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .

Termite construction Property:

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

*LANDSCAPING PROVIDED BY WOODLEA ESTATE*450 eaves on both ground floor and first floor

12 PM SHADOW LINE PLAN (1:150)

dp

dp dp 2120

GA

TE S

ETB

AC

K

450

450

dpdp

BALCONYFLOORWASTE

TILE

450

450

450

450

450

450

dp sp

reade

r

dp spreader dp spreader

dpdp

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

LOT 1138B300.00 m2

PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

HWU

22.5° ROOF BELOW

22.5° ROOF BELOW

22.5°

ROOF

BELO

W

NBN700MMmin high

2120

GA

TE S

ETB

AC

K

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp
Page 11: WOODLEA ESTATE - City of Melton · WOODLEA ESTATE STEPS All steps are to have a minimum tread width of 250mm and a maximum riser height of 190mm. Selected balustrade to stairs or

P I O

N E

E R

D

R I

V E

C A L L I S T E M O N V I S T A

663.00 m2LOT 1138

2 . 0

mE

A S

E M

E N

T

5369

22.5° pitch roof bellow

AS SELECTED GUTTER ONBRICK CONSTRUCTION

EXIS

TIN

G C

RO

SSO

VER

3500

max

garden bed500

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

Note

: Pro

vide

90m

m P

VC p

ipe

unde

r

drive

way.

1.0m

off

front

bou

ndar

y.

LETTER BOX

NAT

UR

E ST

RIP

FOO

TPAT

H

4000

GATE SETBACK

3910

4000

4573

5705

PROPOSED RESIDENCESITE COVERAGE - 24.17%

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

22.5° PITCH ROOF

PORCH/BALCONYSETBACK

HOUSE SETBACK

GARAGE SETBACK

Note: RECYCLED WATER TAP TOBE CONNECTED ALONG SIDEMAIN WATER TAPS.

DWELLING WILL BE CONNECTED TO RECYCLED WATER ANDPLUMBED IN ACCORDANCE WITH WESTERN WATERRECOMMENDATIONS. WATER RECOMMENDATIONS, INCLUDINGAT A MINUMUM, A FRONT AND REAR RECYCLED WATER TAPAND CONNECTION TO ALL TOILETS.

adjoining vacant blockLOT 1139

SITE 32.00M 115°43'50" BOUNDARY

SITE 23.14M 097°08'00" BOUNDARY

SIT

E

22.9

3M

025

°43'

50"

B

OU

ND

AR

Y

3 . 0 m

SITE 09.89M 115°43'50" BOUNDARY

SITE

4.

31M

5

2°58

' T.

BSI

TE

A11.

88M

1

8°07

' T

.B450

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

HOT WATERUNIT PLINTH

HWU

22.5° pitch roof bellow

1688 Note: Letter box constructed of brickwith rendered finish (GREY) to matchhouse render with clear visible numberrefer to owners design.

Note: A 1.8m high standard timber paling fence is to be constructed to allinternal lot boundaries that do not face the street. Internal lot fencing is tobe set back a minimum of 1m from the front facade. All side gates andassociated wing fences must be a maximum of 1.8m high and have atimber or timber look finish.

450

450

3500

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

1000 WALKWAY

NOTE:Proposed exposed aggregate finish toWALKWAY (PATH), DRIVEWAY AND PORCHFLOORING (boral elwood finish).THIS WILL GIVE A CONSISTENT FLOW TO THEDESIGNS IN MATCHING THE FLOORING OF THE3 AREAS

2200

OF DISCHARGELEGAL POINT

dp

dp

dpdp

dp

dp

dp spreader

dp spreader

5604

2136

4312

HOUSE SETBACK

3464

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NEW 100 MMØ SWD PIPE

NE

W 1

00 M

SW

D P

IPE

NE

W 1

00 M

SW

D P

IPE

GROUND FFL: 10.385

GARAGE FFL: 10.213

PORCH FFL: 10.298

CUT NATURAL GROUND200MM TO 10.00

3530

450

dpdp

dp

dp

dp dp

5001

1296

3029

3029

2279

12195419

PO

RC

H/B

ALC

ON

YS

ETB

AC

K

HO

US

E S

ETB

AC

K

WA

LKW

AY

Note: Proposed exposed aggregatefinish to walkway boral elwood finish.

Note: Letter box constructed of brick

with rendered finish (GREY) to match

house render with clear visible number

refer to owners design.

PORCH FFL: 10.298

LETTER BOX

GA

RA

GE

SE

TBA

CK 20

00

Note: Proposed exposed aggregatefinish to driveway boral elwood finish todriveway to boundary line, porch andconnecting path. Driveway andcrossover must be constructed prior tooccupation.

garde

n bed

3500 max

3500

EXISTING CROSSOVER North

NOTES:DRAINAGE GUIDE SHOWN IS FORROOF DRAINAGE ONLY, ALL SITEDRAINAGE AS PER PLUMBER ANDBUILDERS DESIGN, BUILDINGSURVEYOR TO CONFIRM.

SITE SCRAPE BUILDING AREA TOREMOVE EXCESS VEGETATION ANDPROVIDE LEVEL BUILDING PLATFORMBUILDER TO VERIFY

NOTES:ROOF LAYOUT DESIGN SHOWN ISFOR GUIDE PURPOSES ONLY,SEE THE ROOF MANUFACTURESDRAWINGS FOR EXACT DESIGN.

CONCRETER / BUILDER TO MAKE SURETHAT MIN. 385 TO BE EXCAVATEDBELOW FLOOR LEVEL IN RESIDENCEAND GARAGE FOR A WAFFLE SLAB.CHECK ON SITE BEFORE COMMENCING

TOTAL SITE COVERAGE = 48.15%

SITE PLAN 1:150Complete accuracy of this plan is not guaranteed,details shown should be checked and proved onsite before any work is carried out.

All utility Authorities should be contacted regardingthe existence of any underground services on siteand surrounding the site

LEGEND:RWH : denotes Rain Water Head.DP : denotes Downpipes.DPS : with spreader pipe located on roof only.

All surrounding surfaces are to be graded away from the buildingtowards a suitable drainage facility, to avoid any local damming orponding. Building surveyor is to check and verify that no servicesare placed within 45° angle of repose to property footings. Newfootings are not to undermine existing footings and are to matchthe depth of the existing footings , where appropriate.

Install surface spoon drains and cut-off drains upslope ofthe building site to intercept and channel both run-off andshallow groundwater seepage away form the site cuts andfoundations. Cut off drains should penetrate 50mm belowthe upper clay surface. Builder to be verify on site prior tothe commencment of any building works.

All Cut and Fills should be battered or retained properly. As a generalrule, batters of 45 degrees to the horizontal for clays and 30 degreesto the horizontal for sands should be adopted. Where this is notpossible or desired, engineer designed retaining walls should beused. Where sites are prone to landslips , a landslip assessementshould be carried out.

Stormwater point to be verified on site priorto the commencment of any building works.Stormwater layout as per plumbers andbuilders design and to be confirmed on siteby the plumber and builder.

All levels and finished floor levels are takenfrom engineering plan provided by the councilstormwater information certificate , builder isto verify on site all levels prior to thecommencment of any building works. Newlevels should be done to determinenew site conditions.

Easement: 2.0m rear

Adjoining properties: RIGHT side

Crossover location : RIGH hand side

Building envelope on property:

Bushfire construction Property:

YES NO NOTE: WHILE ALL CARE IS TAKEN IN THESITING OF THIS HOME, IT MAY VARY DUETO ESTATE COVENANT, LOCAL COUNCIL ,STATE GOVERNMENT , VICTORIANDEVELOPMENT CODE, ENERGY EFFICIENCYREQUIREMENTS, SITE AND SOILCONDITIONS AND THE APPROVAL OF ANYBOUNDARY RELAXATIONS REQUIRED.

NOTE: NATURAL GAS IS AVAILABLE ONSITE. PROVIDE GAS METER LOCATING GASMAIN CONNECTION FROM GAS MAIN TOHOUSE .

Termite construction Property:

NOTE: Low emission paints and sealantswill be used on >95% of all internal andexternal surfaces.

*LANDSCAPING PROVIDED BY WOODLEA ESTATE*450 eaves on both ground floor and first floor

3 PM SHADOW LINE PLAN

dp

dp dp 2120

GA

TE S

ETB

AC

K

450

450

dpdp

BALCONYFLOORWASTE

TILE

450

450

450

450

450

450

dp sp

reade

r

dp spreader dp spreader

dpdp

Note: ALL EAVE HAVE A MINWIDTH OF 450MM TO COMPLYWITH BUILDING REG.

LOT 1138B300.00 m2

PROPOSED RESIDENCESITE COVERAGE - 52.67% 22.5° PITCH ROOF

FINAL SITING TO MANUFACTURERS

SOLAR HOT WATER SYSTEM TOCOMPLY TO BCA REQUIREMENTS

HWU

22.5° ROOF BELOW

22.5° ROOF BELOW

22.5°

ROOF

BELO

W

NBN700MMmin high

2120

GA

TE S

ETB

AC

K

SURFACE DRAIN

DWELLINGDRAIN

NGL

FALL 1:20

Please note: Grade surface away from the Building for a minimumdistance of 1.0.metres at a 1 in 20 minimum fall, and collect allstormwater runoff via a PVC channel or spoon drain and connect toSWD .

1000

PD-1138

jodiew
New Stamp