ottage & engineerin g telephone: (08) 9446 7361 ... (42.76) sewer i.o. c c exist.tree Ø 0.1m ht...

LANDSCAPE PLAN/SHADE SAILS ADDEDA 20/10/2015

LANDSCAPE PLANSCALE 1:100

OU

TD

OO

RS

TO

RE

COVENANT.REFER TO SEC 150 P&D ACT.SEE DOCUMENTNo vehicle access to& from adjacent roads

NOTE:

Sa

nto

rini P

rom

en

ad

e

Bitu

me

n

Brick p

avin

g

Se

mi-M

ou

nt

Nil

Co

ncre

te F

oo

tpa

th

56.99M

13

5°0

'0"

8.5M

135°0'0

"

29

.99

M

90°0'0"

29M

90°0'0

"

1M

270°0'0

" 1M

90°0'0

"

5M

270°0'0

"

33M

135°

0'0

"

4.243M

135°0'0"

24

M

135°0'0"

4.243M

135°0'0

"

44.4

8

45.29

45.0044.5244.48

45.30

44.43

45.29

45

.304

5.1

2

44.03

44

.07

44.0

7

43

.97

44

.02

43

.74

43

.74

43.69

43

.53

43

.46

43

.27

43

.20

43

.19

42

.89

42.9

8

43.11

43.1

3

43.1

8

43.2

243.1

2

43.3

9

43.4

2

43.3

5

43.7

0

43.7

4

43.4

0

43.2

0

43.1

6

43.1

6

42.9

4

42.61

42.58

42

.31

42.28

42

.34

42.37

42.38

42.55

42.6

4

42.7

1

42.7

2

42.7

3

42.62

42.64

42.7

3

42.7

5

42.8

042.7

8

42.7

6

42.74

42.9

9

42.8

742.8

4

42.80

42.86

42.9

6

42.93

42.90 42.95

42.9

9

43.0

2

43.0

843.0

5

43.0

3 42.93

43

.17

43

.20

43

.09

43.2

0

43.2

1

43.4

2

43.3

9

43

.34

43.7

1

43.7

3

43.8

4 43

.76

43

.89

44

.07

44

.00

44.06

44.0

0

44.0

4

44.28

44.23

44.30

44.4244.5944.7844.95

44.4

144.4

4

44.3

4

44.0

2

44.3

3

44.4

1

44.4

6

44.4

5

44.4

8

44.4

8

44.3

744.2

0

44.4

2

44.4

3

44.4

7

44.4

9

44.4

0

44.2

9

43.9

5

43.6

0 44.2

2 44.2

8

44.2

3

44.1

9

44.2

0

44.0

9

44.0

3

43.6

2

43.5

6

43.4

4

43.4

8

43.5

1

43.4

8

43.3

9

Ref Nail at base of kerbA.H.D. level 45.01m(Established from S.M.H. number AD5116using data supplied by the Water Corporation.)

(top&gl)

Light pole

(top&gl)

(top&gl)

(top

&g

l)

(top

&g

l)

Po

rch U

MR

Ap

pro

x. F/L

(45

.32

)

Po

rch U

MR

Brick & galvon slab #46

Exist. Limestone ret. wall

Lim

esto

ne

re

t. wa

ll

Sid

e E

ntry

Gu

lly

Sid

e E

ntry

Gu

lly

43

.90

43

.85

43

.62

43.57

43

.41

43

.34

43

.15

43

.07

42

.77

42

.84

42

.72

42.49

42.46

42.43

42.50

42.52 42.62 42.68

42.74 42.81

42.78 42.83

43.05

43

.05

43

.21

43

.46

Semi-MountSemi-Mount

Semi-Mount

Se

mi-M

ou

nt

Se

mi-M

ou

nt

Cycle

La

ne

Cycle

La

ne

Flu

sh

Flush

Brick p

ave

dp

arkin

g

Brick pavedparking

Flu

sh

Flu

sh

Flush Flush

Sewer M/H(44.85)

Co

ncre

te

Ramp

Gully Pit

Sewer Maintenance

Shaft approx. 14m (44.34)

>>>

>>>

Sewer Maintenance

Shaft approx. 13m (43.02) >>>>>>

Flu

sh

Islan

d Island

>>>

>>>

La

ne

Op

p.

C

Light pole

Exist.Drainage M/H

Sign Post

Se

we

rM

ain

ten

an

ceS

ha

ft (42

.76

)

Sewer I.O.

CC

exist.TreeØ 0.1mHt 2m

exist. TreeØ 0.1mHt 2m

Light pole

La

nd

sale

s sign

on

con

crete

foo

ting

Concrete Footpath Concrete Footpath

Co

ncre

te F

oo

tpa

th

Ga

rde

nG

ard

en

PE

GG

ON

E

NA

IL INP

AT

H

NA

IL INP

AT

H

NAIL INKERB

NA

IL IN

PA

TH

PEG FNDNUMB

PEGGONE

Bitumen

Mercado Way

Ch

es

ha

m R

ise

Bitu

me

n

Jeresh Lane

Bitumen

(me

as

ab

t 29

.99

)

(meas abt 8.5)

Sewer JunctionIn: 4.3 Up: 2.4Inv: 40.9 NOTE: UP

NOTE:Check Water Corp. re: JunctionUp and Depth as informationappears incorrect on water corp.E-Plan.

44.5

44.5

44.0

44.0

43.5

43.5

43.0

43.0

NAIL FOUIND IN TOP OF RET. WALL 0.2M TO SIDE BOUNDARY & 2M FROM FRONT BOUNDARY

NAIL&PLATEFOUND NUMB. IN PATH

N

NAIL&PLATEFOUND NUMB. FACE RET. WALL

N

NAIL&PLATE FOUND NUMB. FACERET. WALLFOUNDFOR LOT TO SIDE

BEWARE:

N W

S

E

N

ALL DIMENSIONS TO BE CHECKED ON SITE BEFORECOMMENCEMENT OF ANY WORK

USE FIGURED DIMENSIONS IN PREFERENCE TO SCALE DWG NODATE

SHT NOCHECKED

SCALEDRAWNNOTE:SITE

CLIENT

58B PARKINSON PLACE HILLARYS WA 6025P.O BOX 1274 WANGARA DC WA 6947PH 9401 6092 FAX 9307 9757

GARY BAKER DESIGNER ALKIMOS

EARLY LEARNING CENTRELOT 1107 SANTORINI PROMENADE, ALKIMOS

GBD.CAD

AUG '15MOBILE 0417 951 203

AS SHOWN

LP

Email [email protected]

REVISION DESCRIPTION DATE

P&A CHEMELLO NOMINEES

W

S

E

N

RESTRICTIVE COVENANT.REFER TO SEC 136D T.L.A.SEE DOCUMENT M441308Expiring on 31/12/2020

0.000 mNOTE:

LOT MISCLOSE

#

SSAAREA

SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover

352291 02 Oct 14B.

McCarthy

BUILDER :CLIENT : P & A Chemello Nominees Pty LtdLOT 1107 #44 Santorini Promenade, Alkimos

D.Plan77093 1:200c

J/N: DATE: DRAWN:SCALE:

SEC Dome

Power Pole

Phone

Conc. Path

Conc. slabsLE

GE

ND

:

Licensed Surveyors

S SURVEY

GC OTTAGE & ENGINEERIN

NOTE: EARTHWORKS / SET-OUT DIMENSIONS MAY VARY ON SITE AT BUILDERS DISCRETION. SEWER / DRAINAGE MAY VARY FROM SCHEMATIC PRESENTATION / CHECK MINIMUM CLEARANCES. RETAINING NOTINCLUDED IN CONTRACT - REMAINS OWNERS RESPONSIBILITY. THIS SURVEY DOES NOT GUARANTEE THE LOCATION OF BOUNDARY PEGS OR FENCES. CHECK TITLE FOR EASEMENTS / COVENANTS ETC.

87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998

Email : [email protected] Website: www.cottage.com.au

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fences only which may not be on correct cadastral alingment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER: DISCLAIMER: DISCLAIMER:DISCLAIMER:

VE

RA

ND

AH

2V

ER

AN

DA

H 1

PORCH

VERANDAH 3

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

BUILDER TO REFER TO ANNEXURE A - TRINITY "AGORA"DESIGN GUIDELINES AND RESTRICTIVE COVENANTS

HC

HC

HC

HC

C

PLANT LEGEND1. CALLISTEMON SP: BOTTLEBRUSH2. HAKEA LAURINA: PIN CUSHION HAKEA3. CHAMELAUCIUM SP: GERALDTON WAX4. LEUCOSPERMUM SP: LEUCOSPERMUM5. PATERSONIA OCCIDENTALIS: PURPLE FLAG6. SCAEVOLA SP: FAN FLOWERS7: GREVILLEA CRITHMIFOLIA: 8: ALYOGYNE HAKEFOLIA: NATIVE HIBISCUS9. CAREX TESTACEA: CAREX10. ADENANTHOS CUNEATUS

1

1 1

1

1

1

1

2

2

2

2

PLAY AREA SHADESAILS THROUGHOUT


33

3 3

3

4

6

9

10

9

910

7

9

4

10

6 6 6 6 6 6 6 6

10

10

10

8

4 44 4 4 44

9

5

55

5

5

1010

10 10

1010

7

777

999

9 9 7 77

4444

4

10

10

10

7

7

9

4

4

45

5

5

5

5

5

5

5

9

9

9

99

9

9

7

4

4

5

5

5

59

9

9

NOTE:REFER TO CITY OF WANNEROO STANDARDLANDSCAPING REQUIREMENTSIRRIGATION TO BE CITY OF WANNEROOIRRIGATION SPECIFICATION: TRIM 13/90950PLANTING TO BE SET BACK 600MM FROM BACK OFKERB ON ACCESS STREETS: MAINTENANCE MULCH ONLY STRIP.ALL PLANTING AREAS ARE TO MULCHED WITH 75mm LAYER OF MULCH.

5

5

5

5

6

6

6

6

6


5

5

VERGELANDSCAPING

87M²

VERGE LANDSCAPING184.8M²



LANDSCAPING73M²

LANDSCAPING24M²

LANDSCAPING15M²

LANDSCAPE AREA:

SITE AREA = 2132M²8% SITE AREA REQUIRED = 170.56M²ACTUAL LANDSCAPE AREA = 172M²

COUNCIL VERGE LANDSCAPING TOTAL = 296M²

LANDSCAPING60M²

NOTE: Existing 1.8M High brick wall on limestone ret. wall along western boundary

PROPOSED EARLYLEARNING CENTRE

9

5

4

4

4 4

4

LANDSCAPE SQM AREAS SHOWNB 27/10/2015

HC

54

5

9

5

NEW CAR PARK LAYOUTC 09/11/2015

OU

TD

OO

RSTO

RE

COVENANT.REFER TO SEC 150 P&D ACT.SEE DOCUMENTNo vehicle access to& from adjacent roads

NOTE:

Santo

rini P

rom

enade

Bitu

men

Brick p

avin

g

Sem

i-Mount

Nil

Concre

te F

ootp

ath

56.99M

135°0

'0"

8.5M

135°

0'0"

29.9

9M

90°0'0"

29M

90°0'0"

1M

270°0'0" 1M

90°0'0"

5M

270°0'0"

33M

135°

0'0"

4.243M

135°0'

0"

24M

135°0'0"

4.24

3M135°0'0

"

44.48

45.29

45.0044.5244.48

45.30

44.43

45.29

45.3

045.1

2

44.03

44.0

7

44.07

43.9

7

44.0

2

43.7

4

43.7

4

43.69

43.5

343.4

643.2

7

43.2

0

43.1

9

42.8

9

42.98

43.11

43.13

43.18

43.2243.12

43.39

43.42

43.35

43.70

43.74

43.40

43.20

43.16

43.16

42.94

42.61

42.58

42.3

1

42.28

42.3

4

42.37

42.38

42.55

42.64

42.71

42.72

42.73

42.62

42.64

42.73

42.75

42.80

42.78

42.76

42.74

42.99

42.87

42.84

42.80

42.86

42.96

42.93

42.90 42.95

42.99

43.02

43.0843.05

43.03 42.93

43.1

7

43.2

0

43.0

9

43.20

43.21

43.42

43.39

43.3

4

43.71

43.73

43.84 43.7

6

43.8

9

44.0

7

44.0

0

44.06

44.00

44.04

44.28

44.23

44.30

44.4244.5944.7844.95

44.4144.44

44.34

44.02

44.33

44.41

44.46

44.45

44.48

44.48

44.37

44.4244.43

44.47

44.49

44.40

44.29

43.95

43.60 44.22 44.28

44.23

44.19

44.20

44.09

44.03

43.62

43.56

43.44

43.48

43.51

43.48

43.39

Ref Nail at base of kerbA.H.D. level 45.01m(Established from S.M.H. number AD5116using data supplied by the Water Corporation.)

(top&gl)

Light pole

(top&gl)

(top&gl)

(top&gl)

(top&gl)

Porch

UM

RAppro

x. F/L

(45.3

2)

Porch

UM

R

Brick & galvon slab #46

NOTE: Existing 1.8M High brick wall on limestone ret. wall along western boundary

Exist. Limestone ret. wall

Lim

esto

ne

ret. w

all

Sid

e E

ntry

Gully

Sid

e E

ntry

Gully

43.9

0

43.8

543.6

2

43.57

43.4

143.3

443.1

5

43.0

7

42.7

7

42.8

4

42.7

2

42.49

42.46

42.43

42.50

42.52 42.62 42.68

42.74 42.81

42.78 42.83

43.05

43.0

5

43.2

143.4

643.8

8

Semi-MountSemi-Mount

Semi-Mount

Sem

i-Mount

Sem

i-Mount

Cycle

Lane

Cycle

Lane

Flu

sh

Flush

Brick p

ave

dparkin

g

Brick pavedparking

Flu

sh

Flu

sh

Flush Flush

Sewer M/H(44.85)

Concre

te

Ramp

Gully Pit

Sewer Maintenance

Shaft approx. 14m (44.34)

>>>

>>>

Sewer Maintenance

Shaft approx. 13m (43.02) >>>>>>

Flu

sh

Island Island

>>>

>>>

Lane O

pp.

C

Light pole

ExistingDrainage M/H

Sign Post

Sew

er

Main

tenance

Shaft (4

2.7

6)

Sewer I.O.

CC

TreeØ 0.1mHt 2m

TreeØ 0.1mHt 2m

Light pole

Land sales signon concrete footing

to be removed

Concrete Footpath Concrete Footpath

Concr

ete

Footp

ath

Gard

en

Gard

en

PEG

GO

NE

NAIL IN

PATH

NAIL IN

PATH

NAIL INKERB

NAIL

INPATH

PEG FNDNUMB

PEGGONE

Bitumen

Mercado Way

Chesham

Ris

eBitu

men

Jeresh Lane

Bitumen

(meas a

bt 2

9.9

9)

(meas abt 8.5)

Sewer JunctionIn: 4.3 Up: 2.4Inv: 40.9 NOTE: UP

NOTE:Check Water Corp. re: JunctionUp and Depth as informationappears incorrect on water corp.E-Plan.

44.5

44.5

44.0

44.0

43.5

43.5

43.0

43.0

NAIL FOUIND IN TOP OF RET. WALL 0.2M TO SIDE BOUNDARY & 2M FROM FRONT BOUNDARY

NAIL&PLATEFOUND NUMB. IN PATH

N

NAIL&PLATEFOUND NUMB. FACE RET. WALL

N

NAIL&PLATE FOUND NUMB. FACERET. WALLFOUNDFOR LOT TO SIDE

BEWARE:

N W

S

E

N

VIS

ITO

R B

AY

VIS

ITO

R B

AY

VIS

ITO

R B

AY

VIS

ITO

R B

AY

VIS

ITO

R B

AY

VIS

ITO

R B

AY

STAFF B

AY

STAFF B

AY

DISABLE BAY

STAFF B

AY

STAFF B

AY

STAFF B

AY

STAFF B

AY

STAFF B

AY

STAFF B

AY

STAFF B

AY

VISITOR BAY

VISITOR BAY

VISITOR BAY

VISITOR BAY

STAFF BAYSTAFF BAY

STAFF BAYSTAFF BAY

STAFF BAYSTAFF BAY

123456789

10

11 12

14

15

16

18

19

21

23 24

25

26

27

PLAY AREA

PLAY AREA

13

17

20

22

14.1M²



SHT NOCHECKED

SCALEDRAWNNOTE:SITE

CLIENT




GBD.CAD

AUG '15MOBILE 0417 951 203

AS SHOWN

A1



24800 OVERALL

29300

24800 OVERALL11900 29300

58906010

11900

31490 O

VER

ALL

1510

3000

31490 O

VER

ALL

1510

2610

1510

1510

3000

0

2400 2400 2500 2500 2500 2500 2500 2500 2500 2800

5500 5000

6000

5500 3000

2800

2500

2500

2500

2800

2500

2500

5500

1000

6000

5500

5500

3500

6000

40084 DIAG

ONAL

DIM

ENSIO

N

1610

5500

1200

PROPOSED EARLYLEARNING CENTRE

FFL 44.00AHD 00c

FGL 43.90

FPL 43.95

FGL 43.90FGL 43.90

300026300

SHADED AREA

1200

800

W

S

E

N

RESTRICTIVE COVENANT.REFER TO SEC 136D T.L.A.SEE DOCUMENT M441308Expiring on 31/12/2020

0.000 mNOTE:

LOT MISCLOSE

#

SSAAREA

SOIL DESCRIPTIONSand / L/Stone(Poss)Light Grass Cover

352291 02 Oct 14B.

McCarthy

BUILDER :CLIENT : P & A Chemello Nominees Pty LtdLOT 1107 #44 Santorini Promenade, Alkimos

D.Plan77093 1:200c

J/N: DATE: DRAWN:SCALE:

SEC Dome

Power Pole

Phone

Conc. Path

Conc. slabsLEG

END:

Licensed Surveyors

S SURVEY

GC OTTAGE & ENGINEERIN

NOTE: EARTHWORKS / SET-OUT DIMENSIONS MAY VARY ON SITE AT BUILDERS DISCRETION. SEWER / DRAINAGE MAY VARY FROM SCHEMATIC PRESENTATION / CHECK MINIMUM CLEARANCES. RETAINING NOTINCLUDED IN CONTRACT - REMAINS OWNERS RESPONSIBILITY. THIS SURVEY DOES NOT GUARANTEE THE LOCATION OF BOUNDARY PEGS OR FENCES. CHECK TITLE FOR EASEMENTS / COVENANTS ETC.

87-89 Guthrie Street, Osborne Park, Western AustraliaTelephone: (08) 9446 7361 Facsimile: (08) 9445 2998

Email : [email protected] Website: www.cottage.com.au

Lot boundaries drawn on survey arebased on landgate plan only. Survey does notinclude title search and as such may not showeasements or other interests not shown on plan.Title should be checked to verify all lot detailsand for any easements or other interests whichmay affect building on the property.

Survey does not include verification of cadastralboundaries. All features and levels shown arebased on orientation to existing pegs and fences only which may not be on correct cadastral alingment.Any designs based or dependent on the location ofexisting features should have those features'location verified in relation to the true boundary.

Survey shows visible features only and will notshow locations of underground pipes or conduitsfor internal or mains services. Verification ofthe location of all internal and mains servicesshould be confirmed prior to finalisation of anydesign work.

Cottage & Engineering surveys accept noresponsibility for any physical on site changes tothe parcel or portion of the parcel of land shownon this survey including any adjoining neighbourslevels and features that have occurred after thedate on this survey. All Sewer details plottedfrom information supplied by Water Corporation.

DISCLAIMER: DISCLAIMER: DISCLAIMER:DISCLAIMER:

38.1

0M

²

BITUMEN DRIVEWAYAND CAR PARK

VER

AN

DAH

2VER

AN

DAH

1

PORCH2100 HIGH GARRISONSECURITY BOUNDARYENTRY GATESPOWDER COAT FINISH (BY CLIENT)

2100 HIGH GARRISONSECURITY BOUNDARYFENCING POWDER COATFINISH BY CLIENT

RL 43.40 RL 43.40

RL 4

3.8

5

RL 43.85FPL 43.95

FPL

43.9

5

FPL 43.95

GATE

FPL

43.9

5

GAS AND ELEC.METER BOX

MASONRY RETAINING WALLON BOUNDARY TO ENGINEERSDETAIL DRAWINGS

FPL

43.8

5

FPL

44.0

0

RL 43.85

RL 43.85

RL 43.85

RL 43.50

RL 43.50

LANDSCAPE BANK

LAN

DSCAPIN

GLAN

DSCAPIN

G

LANDSCAPING LANDSCAPING

LIMESTONE RETAINING WALL(MATCHING ESTATES RETAINING)

TEXTURE RENDERED BRICKSCREEN WALL WITH SELECTPOWDERCOAT ALUMINIUM INFILL PANELSNOTE: FACE BRICK INTERANALLY

LIMESTONE RETAINING WALL(MATCHING ESTATES RETAINING)

LANDSCAPING

LAN

DSCAPIN

G

1.1M WIDE RAISEDPEDESTRIAN ENTRY

LAN

DSCAPIN

G

EXTENT OF SHADOW CASTON ADJOINING SITE

ON 21 JUNE AT 12:00PM( AT 34°0'0" ) =26.77m²

GATE

COLOUREDCONCRETE@ -34mm

CO

LO

UR

ED

CO

NC

RETE @

-34m

mC

OLO

UR

ED

CO

NC

RETE @

-34m

m

VERANDAH 3

COLOUREDCONCRETE @ -34mm

LETTERBOX

CO

LO

UR

ED

CO

NC

RETE @

-34m

m

EJ

EJ

EJ EJEJ EJ

EJ

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

BUILDER TO REFER TOANNEXURE A - TRINITY "AGORA"DESIGN GUIDELINES ANDRESTRICTIVE COVENANTS

HC

HC

HC

HC

2100 HIGH GARRISONSECURITY BOUNDARYFENCING POWDER COATFINISH BY CLIENT

SELECT POWDERCOATALUMINIUM GATES

SW

SW

SW

STORMWATER DRAINAGE:ROOF AREA: 745.27m²

CAPACITY RATE: 1m³/80m²9.32m³ STORAGE REQUIRED

1800m DIA. (AREA) x 1800mm (DEPTH) SOAKWELL = 4.58m³7No. SOAKWELLS PROVIDED = 32.06m³ OF STORAGE

1800 X 1800 SOAKWELLS

1800 X 1800 SOAKWELLS

CAR PARK DESIGN NOTES:

CAR PARKING TO AS/NZS 2890.1:2004

DISABLED PARKING BAY TO AS/NZS 2890.6:2009CAR PARK, CROSSOVER AND ROADWORKS TO BECONSTRUCTED IN ACCORDANCE WITH CITY OF WANNEROOSPECIFICATIONS AND REQUIREMENTS.

RL 43.40

NO

TE: C

ON

CR

ETE C

RO

SSO

VER

TO

CO

MPLY

WIT

H C

ITY O

F W

AN

NER

OO

STAN

DAR

DS A

ND S

PEC

IFIC

ATIO

NS

AS P

ER D

RAW

ING

NO

. TS07-1

1-1

(W

ING

RAD

IUS)

STORMWATER DRAINAGE:CARPARK AREA: 675m²

CAPACITY RATE: 1m³/80m²8.44m³ STORAGE REQUIRED

1800m DIA. (AREA) x 1800mm (DEPTH) SOAKWELL = 4.58m³5No. SOAKWELLS PROVIDED = 22.9m³ OF STORAGE

RL 43.828T.O.R

RL 43.828T.O.R

RL 43.828T.O.R

NOTE: 12 No VISITOR BAYS

NOTE: 15 No STAFF BAYS

42.4

3M

²

125.8M²

11190 10 11590 10 7990 10 11590 10 8380

8500

3190

10

11190

10

11190

3010

1390

5500

TEXTURE RENDERED BRICKSCREEN WALL WITH SELECTPOWDERCOAT ALUMINIUM INFILL PANELSNOTE: FACE BRICK INTERNALLY

POWERDOME

390

2410 typ

ical

390

390 2410 typical 390

FIRE HYDRANT

SITE PLANSCALE 1:100

LAN

DSCAPIN

GLAN

DSCAPIN

G

3000

10 10280

CONC. BARRIER

CONC. BARRIER

900 3400

3500

DRAINAGE GRATE ONBOUNDARY TO DRAIN WATER BACK INTO SITESTORAGE

CONC. BARRIER

6M RADIUSCROSSOVERWINGS

6M RADIUSCROSSOVERWINGS

RL 43.40

RL 43.40

SW

SW

SW

SW

STORMWATER FOR A 100 YEAR 24 H0URDURATION STORM IS AS FOLLOWSPAVED/ROOFED AREAS = 1420.27M²

SIZE OF SOAKWELLS USED = 1800DIA. x 1800 DEEPEACH SOAKWELL CATERS FOR = 118.56M²

NUMBER OF SOAKWELLS USED = 12TOTAL AREA CATERED FOR = 12 x 118.56M²

= 1422.72M²

44.20

1

VISITOR BAY

BINSRL 43.50

PEDESTRIAN ACCESS GATE

RL 43.50

RL 43.85

RL 4

3.8

5

BITUMEN DRIVEWAYAND CAR PARK

1m WIDE PEDESTRIAN MARKED ACCESSWAY

1.1M WIDE PEDESTRIAN MARKED ACCESSWAY

RAMPDOWN

240L CART BINS


ACAR PARKING REVISED

NOW: 15 STAFF BAYS AND 12 VISITOR BAYS 16/09/2015

B CONTRACT SIGNING 02/10/2015

FIRE HYDRANT ADDEDC 20/10/2015

E COUNCIL DA REVISIONS, CROSSOVER REVISED 27/10/2015

STORMWATER SOAKWELLS REVISED: TOTAL 12OFF 28/10/2015

2800 2500 2500 2500 2500 2500

1300

3000

5500

1000

1100

1000

1000

1000

3200

2250

2850

1400

KERBING IN ACCORDANCE WITHTS 05 -01-6 NON MOUNTABLE

1m WIDE PEDESTRIANMARKED ACCESSWAY

RL 43.65 RL 4

3.5

5

CONCRETE FLOOR

FW

HC

2800

COUNCIL DA REVISIONS; BUILDING LEVELS LOWERED,PEDESTRIAN ACCESS ADDED, BIN STORE MOVED,

CAR-PARKING AREA NOW BITUMENG 09/11/2015

G

FIRE TENDERSHOWN DOTTED


432M²

TOTAL PLAY AREA 652.43M²=93 KIDS

NOTE: REFER TO ENGINEERS DETAILDRAWINGS FOR UNDERPINING OFEXISTING LIMESTONE RETAINING WALLALONG WESTERN BOUNDARY

LVL

HC

90

AQUACHECKCL AT 32c

TOTAL AREA 68M²=16 BABIES

TOTAL AREA 1&2 65.44M²=20 KIDS

TOTAL AREA 1&2 94M²=29 KIDS

TOTAL AREA 3&4 94.55M²=29 KIDS

10.75M²

56.50M²

37.52M²

52M²

42.55M²

29.44M²

36M²

11.18M²

68.12M²

14.1M²

38.00M² 42.4M²

FLOOR PLAN

SCALE 1:100

LOCKERS

INTERACTIVE RM

LAUNDRY DISABLEWC

VERANDAH 3

WIP

BATH 3

PORCHKITCHEN

BATH 1

STAFFOFFICERECEPTION

BATH 2

VERANDAH 2 VERANDAH 1OUTDOORSTORE

STORE 2

PREP 2

PREP 1

STORE 1

COTS

BABIES

TODDLERS 2

TODDLERS 1

KINDY 3

KINDY 4

KINDY 2

KINDY 1

ENTRYFOYER



SHT NOCHECKED

SCALEDRAWNNOTE:SITE

CLIENT




GBD.CAD

AUG '15MOBILE 0417 951 203

AS SHOWN

A2




W

S

E

N

PASSAGE

G.F. AREAS

BUILDINGPORCHVERANDAHS

583.59 m² 8.17 m² 94.5 m²

686.26 m²TOTAL AREA

A

A4

A

A4

BA4

BA4

C A5

C A5 D A5

D A5

HIP HI

P

VALLEY

HIP

HIP

HIP

VALLEY

VALLEY

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

RIDGE

HIP HI

P

HIP HI

P

VALLEY

VALLEY

HIP

HIP

RIDGE

HIP

HIPVA

LLEY

VALLEY

HIP

RIDGE

RIDGE

HIP

VALLEY

HIP

HIP H

IP

VALLEY

VALLEYVALLEY

HIP H

IP

GALV. T BAR OVER AT 25c

GALV. T BAR OVERAT 29c




GALV. T BAR OVER AT 29c

UB OVER UB OVER

UB OVER UB OVER

UB OVER UB OVER

UB OVER

T BAR OVERAT 33c

T BAR OVERAT 33c

T BAR OVERAT 33c

T BAR OVERAT 33c

T BAR OVERAT 33c

T BAR OVERAT 33c

GLAV.

T BAR AT 25c

GALV. T BAR AT 29c

GALV. T BAR AT 25c GALV. T BAR AT 29c

LVL

UB UB

UB

UB

UB

T BAR AT 33c

T BAR AT 33c

T BAR AT 33cT BAR AT 33c

LVL

LVL

GALV. T BAR AT 29c

T BAR AT 33c

T BAR AT 33c

ROOF PLAN

SCALE 1:100

LVL OVER

LVL OVER

LVL OVER

LVL OVER

LVL OVER

LVL OVER

LVL

LVL

LVL

LVL

LVL

LVL

LVL

UBBEAM OVER

UB

CUSTOMORB COLORBOND ROOFING: PITCH 18°47'0.340 RISE PER 1M RUN

BOXED GUTTERTRAY UNDER

SHS SHS SHS SHS



SHS

SHS

SHS

SHS

SHS SHS SHS SHS

COLOURED CONCRETE @ -34mmCOLOURED CONCRETE @ -34mm

COLOURED CONCRETE@ -34mm



CONCRETE FLOOR 00cCL AT 32c

CL AT 32c

CL AT 32c

CL AT 32c

CL AT 32c

CL AT 32c

CL AT 32c CL AT 32c

CL AT 32c

CL AT 32c

CL AT 32c

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

POP

POP

POP

POP

POP

POP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP

RWP


RWP

LINEN

WM

TR

BR

4x720920 920

DR BENCHV1000WOPENING

NOTE: VISUALINDICATORS

THRESHOLDRAMP

VINYL BY CLIENTTO WET AREAS

720

25c-1810SD

FZ

FR

HB

4 EQUALSHELVES

SINK

SINK

RANGE HOODOVER GAS STOVEFLUMED

11c-1910


AQUACHECKCL AT 32c

STUCTCOL.

4x620

HB

SHWRWC

SHWR

VB

WC

VINYL BY CLIENTTO WET AREA

FR SINK

920

720

08c-1210AO/G

17c-610AO/G

17c-1210

COMMERCIAL ALUM.ENTRY DOOR

FHREXIT

LVL OVER

1020WOPENING970 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D

920WOPENING870 S/D

920WOPENING870 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D

1020WOPENING970 S/D 1020W

OPENING970 S/D

920

920

920

920

920

920 920



920 920

2040W OPENING2/ 970 S/D



11c-500FIXED

11c-1090FIXED

11c-1090FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

11c-1570FIXED

REMOVABLE FREESTANDING SHELVES

REMOVABLE FREESTANDING SHELVES

MH

MH

EXITEXIT




THRESHOLDRAMP THRESHOLD

RAMPTHRESHOLDRAMP

THRESHOLDRAMP


EXIT

EXIT

EXIT

EXIT

EXIT

EXIT

FR FR

PULL OUTSTEPS

SHELFOVER

SHELFOVER

S

S

WC

WC PRIVACYSETS

HB

PRIVACYSET

PRIVACYSET

SHELFOVER

SHELFOVERFR

S

FR

PULL OUTSTEPS

S

WC

WC

WC

WC

HB

870

870

SOLID COREDOOR SOLID CORE

DOOR

GALV. T BAR OVER

AT 25cGALV. T BAR OVER

AT 25c

THRESHOLDRAMP

AQUACHECKCL AT 32c

AQUACHECKCL AT 32c

AQUACHECKCL AT 32c

25c-4810 SD 25c-4810 SD25c-3610 SD

COMMERCIALALUM. DOOROBSCURE GLAZING

COMMERCIALALUM. DOOROBSCURE GLAZING

17c-1210 17c-610A

11c-2410

DATA CABINETRECESS

870

SOLID COREDOOR

SOLID COREDOOR

ANCOR RODFOR THIS WALL

11c-1810

11c-1810

11c-2410

25c-SPEC.

BULKHEAD OVERAT 29c

POWERCOATFINISH ALUM .GATE

SCREENWALL

SCREENWALL

50mm PROJECTING

BRICK SURROUND

TO WINDOW

50mm PROJECTINGBRICKWORK

4290

1810 sd

600

2160 w

900

700

1440

2410 w

1440

700

1810 w

800

1810 w

830

1525

970 d 100

1205

230

3700 bath 1

90

1800 pass

90

6910 toddlers 1

90

5650 toddlers 2

230

2595

1205

700

230

901800 pass

90

6910 toddlers 1

90

5650 toddlers 2

230

3100

700

3090 disable

90

610

230

3720 kitchen

90

2200 ludry

90

1800

90

2600 interactive

90

2500 cots

90

2140 store 1

1720 prep 1

90

3330 bath 2

230

2595

505

2910

90

4690 passage

90

90

2800

901800

90

2600

90

2500

90

2140

190

5040 babies

230

230

2130

90

1500 wip

190

6510 verandah 3

230

14540 babies

230

2910 verandah 2

190

505

2845

2845

3060

700

5290

700

5250

2595

505

6700

230

3100

15000

3100

6700

24800 overall

5900

2050

11440

150970 d

1475

1205

700

1350

230

2440

90

6910

90

5650

230

2910 store

190

700

190

1860 porch

230

4240 entry foyer

90

6910 kindy 4

90

5650 kindy 3

230

3100

700

230

3700 reception

90

1800 pass

90

2700

90

2630 store 2

90

1690 prep 2

90

5360 bath 3

230

2595

505

230

4300 office

90

4590

4210

90

5650

230

2910 verandah 1

190

600

5900

230

7290 kindy 1

90

5650 kindy 2

230

2595

505

2050

230

5240

90

5650

230

11440

3100

19390

505 4810 sd 1835 970 d 670 3610 sd 5290 3610 sd 1760 970 d 1505 4810 sd 1145

700 230 4000 babies 90 4300 store 1 90 5210 toddlers 90 7530 kindy 4 90 2900 prep 2 90 6640 kindy 1 230

230 5400 babies 90 2900 prep 1 90 5210 toddlers 90 7530 kindy 3 90 2900 bath 3 90 6640 kindy 2 230

190 8120 verandah 2 190 3900 90 5110 outdoor store 90 4300 190 9120 verandah 1 190

505 3492 505 3492 505 3200 700 90 5110 90 700 3600 505 3993 505 3993 505

700 5290 700

6690

8500 9500

12400 13800

31490 overall

2100 2880 1910 w 1200 1210 w 2140 610 w 1160 700 1210 w 770 1050 1210 ed 1050 700 790 1210 w 1190 610 w

300

1490 1245 2410 w 1245

700 230 4000 babies 90 4300 cots 90 5210 toddlers 1 90 7530 kindy 4 90 2900 store 2 90 6640 kindy 1 230

230 4000 babies 90 4300 interactive 90 5210 toddlers 1 90 7530 kindy 4 90 8530 230 1100

230 5640 90 17880 passage 90 1330 230 4900

2100 230 3540 laundry 90 1900 90 2700 disable

90

1500 bath 1 90 3330 staff 90 3680 entry foyer 3100 reception 90 2640 office 230

190 1910 230 1700 wip 90 3740 kitchen 230 5120 700 1980 3310 porch 700 4100 230 1030 230

230 3310 porch 230

6690

1490230 5530 kitchen 230

505 1595 5990

31490 overall

700 5290 700

505

1800 pass

3700 office

230

2310 overall

24800 overall

1890

1395

1570

980

1570

1395

1015

1570

480

1570

1015

2300

274520402745

1585

15852040

300 1090 1520 1090 300

300 2410 3001140 1140

1140

300

2410

300

1140

50mm PROJECTINGBRICK DADO TO 08c




BRICK PIERS BRICK PIERS

BRICK PIERS

#HG #HG

#HG

#HG #HG

#HG

#HG #HG

* **

*

* ***

*

*

*

*

*

*

*

NOTES:REFER TO ENGINEERS DETAIL FORALL CONCRETE FOOTINGS ANDFLOOR SLAB DETAILS.2c HIGH MAXI BRICKWORK THROUGHOUT

UNLESS OTHERWISE NOTED WALLTHICKNESS SHALL BE:INTERNAL: 90mmEXTERNAL: 230mm (90+50+90)

METAL BEADS TO ALL INTERNALCORNERS MARKED * ON PLAN

NOTE:ALL ELECTRICAL, EMERGENCY AND EXIT LIGHTING TO FESA REQUIREMENTS

NOTE:VINYL FLOORING TO WET AREASBY CLIENT. VINYL TO BE USED ASSKIRTING (100H)

NOTE:DOOR HANDLES HEIGHTTO BE CONFIRMED

NOTE:2100H WALL CARPET TO DAYCAREWALLS BY BUILDER

NOTE:HALF GLAZED DOORS MARKEDAS #HG ON PLAN (CLEAR GLASS)

NOTE:FOR ALL HOLDING DOWNSTRAPS REFER TO ENGINEERSDETAIL DRAWINGS

700

700

700

GALV. T BAR AT 25c GALV. T BAR AT 25c GALV. T BAR AT 25c GALV. T BAR AT 25c

GALV. T BAR OVER AT 25c GALV. T BAR

OVER AT 25c

EXIT

2300 2040 2300

HCHC

HC

NOTE:R3.5 INSULATION TO INTERNAL CEILINGS ONLY

FULL HT POWDERCOAT FINISHALUMINIUM ORNAMENTALSCREEN (1600W)

FULL HT POWDERCOAT FINISHALUMINIUM ORNAMENTALSCREEN (1600W)

FULL HT POWDERCOAT FINISH

ALUMINIUM ORNAMENTAL

SCREEN (1600W)

40084 DIAGONAL

DIMENSION

*

GLAV.

T BAR AT 25c

POWERCOATFINISH ALUM .GATE

NOTE: ALL ELECTRICAL BY CLIENT:ELECTRICAL, EMERGENCY AND EXIT LIGHTING TO FESA REQUIREMENTS.

FIRE SERVICES BY CLIENT.

PHONE SYSTEM BY CLIENT.

SECURITY SYSTEM BY CLIENT: BUILDER TO CONFIRM SECURITY SYSTEMREQUIREMENTS WITH CLIENT PRIOR TO COMMENCEMENT OF CONSTRUCTION.

REVERSE CYCLE AIR CONDITIONING BY CLIENT:BUILDER TO CONFIRM LOCATION OF OUTDOORAND INDOOR UNITS AS WELL AS CEILING REGISTERSWITH CLIENT AND AIR-CON INSTALLER PRIOR TOCOMMENCEMENT OF CONSTRUCTION.CEILING REGISTERS AND RETURN AIR LOCATIONS TO BEIN ACCORDANCE WITH BCA AND HEALTH DEPT. REQUIREMENTS.

NOTE:EMERGENCY LIGHTING BY CLIENT:ALL LIGHTING SYMBOLS DENOTED ON PLANTO BE WIRED UP TO EMERGENCY LIGHTING CIRCUIT.THE EMERGENCY LIGHTING SYSTEM MUST BE DESIGNEDAND OPERATED IN ACCORDANCE WITH BCA E4.2 AS WELLAS COMPLY WITH AS 2293.1THE EXIT SIGNS MUST BE CLEARLY VISIBLE TO PERSONSAPPROACHING THE EXIT IN ACCORDANCE WITH BCA E4.2


1200H POOL FENCINGAND GATE BY CLIENT

EAVE AT 29c

EAVE AT30c

MF

MF

RECESSEDINSTANT GASHWU

INSTANT

HWU

32315703051570 1570 305 15701812




LVL

LVL

UB

LVL

UB UB

LVL

LVL

LVL

LVL

LVL

LVL

LVL

UB OVER

UB OVER

UB OVER UB OVER

LVL

LVL

LVL

LVL

LVL

LVL

25c-3610 SD

1200

1200

700 5290 700

700

700

5290

700

700 1200

1200700

700

700 5290 700

1500

700

700

1500

B

A CONTRACT SIGNING 02/10/2015

323

880

80 1520 3680 240

8001001000

1140

600

850

600

750

cl

610

610

610

880

500500

600

B INTERNAL ROOMS SQM ADJUSTMENT 27/10/2015


900



SHT NOCHECKED

SCALEDRAWNNOTE:SITE

CLIENT




GBD.CAD

AUG '15MOBILE 0417 951 203

AS SHOWN

A3




NORTH ELEVATION FACING

CHESHAM RISE

SOUTH ELEVATION FACING

SANTORINI PROMENADE

EAST ELEVATION FACING

MERCADO WAY

WEST ELEVATION

SCALE 1:100

SCALE 1:100

SCALE 1:100

SCALE 1:100

42.9

4

44

.07

43.2

0

42.7

243

.4043

.7444

.0

BOUNDARY SCREEN WALL ELEVATION

FACING SANTORINI PROMENADE

SCALE 1:100

42.9

4

42.7

2

42.7

3

42.7

5

42.8

0

42.8

7

42.9

6

43.0

2

BOUNDARY SCREEN WALL ELEVATION

FACING MERCADO WAY

SCALE 1:100

BUILDING MAINFFL 44.00 AHD 00c

BUILDING MAINFFL 44.00 AHD 00c

2743

FL 00c

CL 32c

2743

FL 00c

CL 32c

2743

FL 00c

CL 32c

2743

FL 00c

CL 32c

CUSTOMORB COLORBOND

ROOFING: PITCH 18°47'

TEXTURE RENDER FINISHTO BRICKWORK

POWDERCOAT ALUMINIUM LOUVRES

LIMESTONE RETAININGWALL (MATCHING ESTATES RETAINING)TOP OF WALL 44.328 AHDREFER TO ENGINEERS DETAIL DRAWINGS

SELECT POWDERCOATALUMINIUM INFILL PANELS

SELECT POWDERCOATALUMINIUM GATES



POWDERCOAT FINISHALUMINIUM ORNAMENTALSCREEN



LIMESTONE RETAININGWALL (MATCHING ESTATES RETAINING)TOP OF WALL 44.328 AHDREFER TO ENGINEERS DETAIL DRAWINGS



CUSTOMORB COLORBOND


CUSTOMORB COLORBOND

ROOFING: PITCH 18°47'CUSTOMORB COLORBOND


1800

1800

772

1028

772

1028


19c

-02c



TEXTURE RENDER FINISHTO BRICK SCREEN WALLAND PIERSNOTE: FACE BRICK INTERNALLY

29c

40c

25c 25c

14c

25c

17c

25c

08c

40c

29c

25c

14c

25c

08c

25c

38c37c

27c

38c37c

08c

29c

25c

40c38c37c

27c25c 25c 25c 25c

29c27c

40c38c37c

07c08c

29c

25c 25c

40c38c

37c

27c

08c

25c

14c

29c27c

40c38c

37c

08c

25c 25c

14c

40c38c37c

27c29c

08c

25c

29c

40c38c37c

25c

08c

00c

25c

14c

F S

SF A

A S F

O

FS AS SF

F S S F SF F S FF F FS S

50mm PROJECTINGBRICKWORK

50mm PROJECTINGBRICK DADO TO 08c2c RECESSED BAND

1c RECESSED BAND

1c RECESSED BAND

2c RECESSED BAND

SCREENWALL

SCREENWALL

POWDERCOAT FINISHALUM. GATE

514

514

514

514

514

514

BRICK PIERS BRICK PIERS

2C CORBELLEDBRICK CAPPING



24c21c

514

24c

BRICK PIERS

50mm PROJECTINGBRICKWORK SUROUNDTO WINDOW

S F S F S FS F

F F

S F

OO O

O


514

GALV. T BARAT 29c

GALV. T BARAT 29c

GALV. T BARAT 25c

GALV. T BARAT 25c

GALV. T BARAT 25c

GALV. T BARAT 25c

GALV. T BARAT 25c

BRICK PIERS

COLORBOND GUTTERAND FASCIA


BOXED ANDLINED EAVES





EJ EJ

EJ EJ EJ

900

900

900

900

900






OBSCUREGLAZING

OBSCUREGLAZING


TEXTURE RENDER FINISHTO BRICK SCREEN WALLAND PIERSNOTE: FACE BRICK INTERNALLY

RL 43.828 T.O.R

RL 43.828 T.O.R RL 43.828 T.O.R

1200 150012005290

5290

5290

1200 1500700

700 700

700 700700 700

700

700

B

A CONTRACT SIGNING 02/10/2015

390 2410 typical 390

390 2410 typical 390

772

1028

1800

19c

-02cEJ

B STREET BOUNDRY RETAINING WALLS REDUCED BY 500 09/11/2015


ottage & engineerin g telephone: (08) 9446 7361 ... (42.76) sewer i.o. c c exist.tree Ø 0.1m ht...

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