for client review preliminary

2
02 TK 6.87 G

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Page 1: FOR CLIENT REVIEW PRELIMINARY

ADDED ROOM

RL 5.80

RL 8.22

TW 6.50

SPA

TW 6.70

TW 7.50

TW 8.72

TW 5.50

TW 6.30

TW 8.72

FFL BELOW 5.8013@185

UP UPUP

UP

TW 8.72

LOWER GROUND FLOOR

LIVING

STAI

RS

ENTRY

SUB-FLOOR

LAUNDRYSUB-FLOOR+ WC

APPROX 1:100

15.6514.01

18.58

14.40

16.12

11.90

16.60

10.64

10.9510.96

11.02

10.88

8.18

9.43

13.02

8.29

10.08

10.64 10

.96

8.18

8.18

8.18

15.92

15.95

16.01

16.11

14.46

12.82

11.76

10.5910

.20

16.31

TK

16.70

TK

16.74

TK

16.94

TK

17.02

TK

16.17

G

16.56

G

16.60

G

16.80

G

16.87

G

16.2716.62

16.73

16.86

16.03

16.08

15.76

15.3514

.80

14.6514.44

14.35

13.8413

.67

13.5713.40

13.25

13.44

14.56

15.48

15.61

15.66 15.90

16.0816.06

12.86

12.59

12.51

9.33

12.44

11.83

11.61

11.30

11.01

10.80

10.81

10.93

11.15

11.2811.13

10.98

11.68

11.66

11.76

12.63

11.01

11.00

15.96

9.20

9.08

8.85

8.18

8.20

8.16

8.15

8.07

8.16

8.10

8.15

10.70

13.50

13.28

13.01

12.99

13.3213.37

13.6013.60

10.83

10.79

10.63

10.6110

.559.86

9.82

12.83

12.82

15.97

15.97

7.07

7.09

6.74

14.50

14.43

15.7815.88

14.45

14.32

11.25

18.30 AW

18.29 AW

18.87

AW

18.86

AW

13.74 AW

13.74 AW

13.75 AW

13.77 AW

13.72

AW

18.25 AW

16.22 AW16.20 AW18.93 AW 18

.93 AW

18.28 AW

13.62

AW13.73 AW

13.53 AW

18.32 AW

19.91 R

15.16 R

15.10

R

16.38

16.79

7.40

5.66

12.22

11.40

11.15

11.07

10.28

10.06

10.56

10.57

9.249.255.4

8

5.64

7.06

7.07

7.10

7.12

8.14

8.14

10.06

10.28

11.15

11.40

12.2211

.07

10.59 10

.75

10.97

11.15

11.48

12.18

12.56

12.93

9.29

9.28

9.29

8.35

8.96

9.29

9.30

5.36

5.10

4.29

6.52

6.13

5.93

3.66

3.76 4.5

45.5

0

5.59

13.66

FL

15.90

FL

11.05 FL

11.05

FL

8.32 FL

L O T 2

D P 2 0 5 3 3 7

TELSTRA

TREE0.5 Ø6 SPREAD6 HIGH

BRIC

KFE

NCE

WATERMETER

TAP

BK FENCE

SEWERMANHOLESEWER

MANHOLE

TWO STOREYBRICK GARAGE

TAP

GARDEN

CONCRETEDRIVEWAY

CONCRETE DRIVEWAY

GARDEN

TWO STOREYBRICK RESIDENCE

(TILE ROOF)No 15

TILE

DPO

RCH

AREA 714m SURVEY2

TWO STOREYBRICK RESIDENCE(METAL ROOF)

No 13

TWO STOREYBRICK RESIDENCE

(SLATE ROOF)

UNCLASSIFEDPIT

PALM TREE0.3 Ø5 SPREAD12 HIGH

C O N C R E T E P A T H

GARDEN

BALCONY (COVERED)

BALCONY

CONCRETEPORCH

CONC PATH

STEPS

CONC

PA

TH

CONC

PATH

STEPS

STEPS

GUM TREE1.0 Ø14 SPREAD10 HIGH

BOTTOM

OFBANK

TOPOF BANK

BOTTOM

OF

BANK

TOP

OF

BANK

RIDGERIDGE

RIDGE

RIDGE

D A R O O K

P A R K

RL 23.01

RL 22.06

RL 21.19W

CONCRETE BLOCK WALL 9.0

9.5

10.08.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

12.0

12.5

11.5

11.0

13.0 13

.5

14.0

14.5

15.0

15.5 16

.0

16.5

RENDERED CONCRETE BLOCK WALL

GARDEN

176°

36'4

0"1.

525

BYSU

RVEY

& T

ITLE

86° 36' 40"25.71 SURVEY 25.73 TITLE

15.945 TITLE 16.00 SURVEY

339° 29' 45"

46.945 TITLE 46.91 SURVEY

266° 36' 40"

25.91 TITLE & SURVEY 86° 36' 40"

13.7

7 SU

RVEY

13.

715

TITL

E17

36'

4

0"

AREA 708m TITLE2

BM DRILL HOLEIN DRIVEWAYRL 16.278 (AHD)

ONE &

PROPOSED ALTERATIONS TO EXISTING DECK, STORAGE ROOM AND STEPS

AMENDMENTS

NOTESGENERAL NOTESAll work to be carried out in accordance with the Building Code of Australia, all Local and State Government Ordinances, relevant Australian Standards, Local Authorities Regulations and all other relevant Authorities concerned. All structural work and site drainage to be subject to Engineer's details or certification where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams & columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings etc., driveway slabs and drainage to Council's satisfaction. All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber Framing Code AS 1684. All work to be carried out in a professional and workman- shiplike manner according to the plans and specification.NOTEDo not scale off the drawings unless otherwise stated and use figured dimensions in preference. All dimensions are to be checked and verified on site before the commencement of any work, all dimensions and levels are subject to final survey and set-outNo responsibility will be accepted by Sitedesign for any variations in design, builder's method of construction or materials used, deviation from specification without permission or accepted work practices resulting in inferior construction. Locate and protect all services prior to construction.COPYRIGHT CLAUSEThis drawing and design is the property of Sitedesign and should not be reproduced either in part or whole without the written consent of this firm.

LEGEND

NELSON ALTS AND ADDS - LANDSCAPE WORKS STACEY STREET STH CRONULLA 24.6.13 A1ISSUE No.DATEPAGESCALEADDRESSPROJECTCLIENT

PRELIMINARYFOR CLIENT REVIEW

104/13PROJ.

1:200@a3 SITE PLAN

1

Page 2: FOR CLIENT REVIEW PRELIMINARY

ADDED ROOM

RL 5.80

RL 8.22

TW 6.50

SPA

TW 6.70

TW 7.50

TW 8.72

TW 5.50

TW 6.30

TW 8.72

FFL BELOW 5.8013@185

UP UPUP

UP

TW 8.72

LOWER GROUND FLOOR

LIVING

STAI

RS

ENTRY

SUB-FLOOR

LAUNDRYSUB-FLOOR+ WC

APPROX 1:100

15.6514.01

18.58

14.40

16.12

11.90

16.60

10.64

10.9510.96

11.02

10.88

8.18

9.43

13.02

8.29

10.08

10.64 10

.96

8.18

8.18

8.18

15.92

15.95

16.01

16.11

14.46

12.82

11.76

10.5910

.20

16.31

TK

16.70

TK

16.74

TK

16.94

TK

17.02

TK

16.17

G

16.56

G

16.60

G

16.80

G

16.87

G

16.2716.62

16.73

16.86

16.03

16.08

15.76

15.3514

.80

14.6514.44

14.35

13.8413

.67

13.5713.40

13.25

13.44

14.56

15.48

15.61

15.66 15.90

16.0816.06

12.86

12.59

12.51

9.33

12.44

11.83

11.61

11.30

11.01

10.80

10.81

10.93

11.15

11.2811.13

10.98

11.68

11.66

11.76

12.63

11.01

11.00

15.96

9.20

9.08

8.85

8.18

8.20

8.16

8.15

8.07

8.16

8.10

8.15

10.70

13.50

13.28

13.01

12.99

13.3213.37

13.6013.60

10.83

10.79

10.63

10.6110

.559.86

9.82

12.83

12.82

15.97

15.97

7.07

7.09

6.74

14.50

14.43

15.7815.88

14.45

14.32

11.25

18.30 AW

18.29 AW

18.87

AW

18.86

AW

13.74 AW

13.74 AW

13.75 AW

13.77 AW

13.72

AW

18.25 AW

16.22 AW16.20 AW18.93 AW 18

.93 AW

18.28 AW

13.62

AW13.73 AW

13.53 AW

18.32 AW

19.91 R

15.16 R

15.10

R

16.38

16.79

7.40

5.66

12.22

11.40

11.15

11.07

10.28

10.06

10.56

10.57

9.249.255.4

8

5.64

7.06

7.07

7.10

7.12

8.14

8.14

10.06

10.28

11.15

11.40

12.2211

.07

10.59 10

.75

10.97

11.15

11.48

12.18

12.56

12.93

9.29

9.28

9.29

8.35

8.96

9.29

9.30

5.36

5.10

4.29

6.52

6.13

5.93

3.66

3.76 4.5

45.5

0

5.59

13.66

FL

15.90

FL

11.05 FL

11.05

FL

8.32 FL

L O T 2

D P 2 0 5 3 3 7

TELSTRA

TREE0.5 Ø6 SPREAD6 HIGH

BRIC

KFE

NCE

WATERMETER

TAP

BK FENCE

SEWERMANHOLESEWER

MANHOLE

TWO STOREYBRICK GARAGE

TAP

GARDEN

CONCRETEDRIVEWAY

CONCRETE DRIVEWAY

GARDEN

TWO STOREYBRICK RESIDENCE

(TILE ROOF)No 15

TILE

DPO

RCH

AREA 714m SURVEY2

TWO STOREYBRICK RESIDENCE(METAL ROOF)

No 13

TWO STOREYBRICK RESIDENCE

(SLATE ROOF)

UNCLASSIFEDPIT

PALM TREE0.3 Ø5 SPREAD12 HIGH

C O N C R E T E P A T H

GARDEN

BALCONY (COVERED)

BALCONY

CONCRETEPORCH

CONC PATH

STEPS

CONC

PA

TH

CONC

PATH

STEPS

STEPS

GUM TREE1.0 Ø14 SPREAD10 HIGH

BOTTOM

OFBANK

TOPOF BANK

BOTTOM

OF

BANK

TOP

OF

BANK

RIDGERIDGE

RIDGE

RIDGE

D A R O O K

P A R K

RL 23.01

RL 22.06

RL 21.19W

CONCRETE BLOCK WALL 9.0

9.5

10.08.5

8.0

7.5

7.0

6.5

6.0

5.5

5.0

4.5

4.0

12.0

12.5

11.5

11.0

13.0 13

.5

14.0

14.5

15.0

15.5 16

.0

16.5

RENDERED CONCRETE BLOCK WALL

GARDEN

176°

36'4

0"1.

525

BYSU

RVEY

& T

ITLE

86° 36' 40"25.71 SURVEY 25.73 TITLE

15.945 TITLE 16.00 SURVEY

339° 29' 45"

46.945 TITLE 46.91 SURVEY

266° 36' 40"

25.91 TITLE & SURVEY 86° 36' 40"

13.7

7 SU

RVEY

13.

715

TITL

E17

36'

4

0"

AREA 708m TITLE2

BM DRILL HOLEIN DRIVEWAYRL 16.278 (AHD)

ONE &

PROPOSED ALTERATIONS TO EXISTING DECK, STORAGE ROOM AND STEPS

AMENDMENTS

NOTESGENERAL NOTESAll work to be carried out in accordance with the Building Code of Australia, all Local and State Government Ordinances, relevant Australian Standards, Local Authorities Regulations and all other relevant Authorities concerned. All structural work and site drainage to be subject to Engineer's details or certification where required by Council. This shall include r.c. slabs and footings, r.c. and steel beams & columns, wind bracing to AS 1170 and AS4055, anchor rods or bolts, tie downs, fixings etc., driveway slabs and drainage to Council's satisfaction. All timbers to be in accordance with SAA Timber Structure Code AS1720 and SAA Timber Framing Code AS 1684. All work to be carried out in a professional and workman- shiplike manner according to the plans and specification.NOTEDo not scale off the drawings unless otherwise stated and use figured dimensions in preference. All dimensions are to be checked and verified on site before the commencement of any work, all dimensions and levels are subject to final survey and set-outNo responsibility will be accepted by Sitedesign for any variations in design, builder's method of construction or materials used, deviation from specification without permission or accepted work practices resulting in inferior construction. Locate and protect all services prior to construction.COPYRIGHT CLAUSEThis drawing and design is the property of Sitedesign and should not be reproduced either in part or whole without the written consent of this firm.

LEGEND

NELSON ALTS AND ADDS - LANDSCAPE WORKS STACEY STREET STH CRONULLA 24.6.13 A1ISSUE No.DATEPAGESCALEADDRESSPROJECTCLIENT

PRELIMINARYFOR CLIENT REVIEW

104/13PROJ.

1:200@a3 SITE PLAN

1