SKETCH PLAN GF - Town of Cambridge...mw rec dp w/- ubo dp pcd box cut off drain dp dp dw rec dp 1 3...

Tangent Nominees Pty Ltd(A.C.N. 008 865 585)Trustee For Summit HomesGroup Trust.242 Leach Highway, Myaree,W.A. 6154.Telephone(08) 9317 0100Fax(08) 9330 4507

PROPOSED RESIDENCE FOR:

ADDRESS

DATE:DRN:CHD:SCALE:

REF:

CONSULTANT: / /

CLIENT(S): / /

/ /

Any reproduction in whole or part of this design is notpermitted and is subject to 2018 © 158267

1:100

RC23.01.2020

These drawings are subject to change, pendingreceipt of survey, structural certification, residentialdesign codes, developers covenants & building codes.Final working drawings may vary from these drawings.

THE VISION 15A. SARANDILY

FLOREAT.LOT 1 (#26) EVANDALE STREET,

48.43 m2615.12 m2

820MF SILL

1200T.F.

28x3610SD

CORN

ICE

THRU

'

1500

W 25

c H.

OP'N

G

720

WC

720

1500W 25c H.OP'NG

8x2

410

8x2

410

14x7

10OB

S 8

x241

0 8

x241

0

28x1

610S

D

820

20x3010 A

2x72

0

8x2410

1000W 25c H.OP'NG

720

820

D.P

& R'HOODFLUED

FR REC

FZ

DP

DP

DP

MW REC

DP

W/- UBO

DP

PCDBOX

CUT OFF DRAIN

DP

DP

DP

DW REC

DP

13

24

VOID OVER

EXTENT OF UPPER FLOOR

27c SQUAREBULKHEAD

PD

RENDEREXTENT

TOF AT -15c

TOF AT -11c

TOF AT -9c

TOF AT -9c

TOF

AT -1

5c

CAVITY FILL SHOWN DOTTED

TOF AT -13c

EXTENT OF UPPER FLOOR

RENDEREXTENT

EXISTING 1800h BRICK PIER& PERMEABLE INFILL SCREEN WALL



NEWSWING GATES

EXISTING BRICK PIERSAND SCREEN WALL TO REMAIN

SECTION OF WALL TO BELOWERED TO 686h

IN ACCORDANCE WITH THE TOWN OFCAMBRIDGE LPP 3.1. -

REFER TO ELEVATIONS

686h

EXISTINGSCREEN WALL

NEW 1800HSCREEN WALL

TO MATCHEXISTING

GARAGEGRANO -01c 30c CEILING

THEATRE4,630 X 3,800

STUDY4,370 X 2,880

KITCHEN

ALFRESCO7,000 X 4,000

B/PAVED AT -1c 30c RECESSED CEILING

PORCHB/PAVED AT -1c

30c CEILING

PDR

LIVING / DINING8,580 X 5,300

ENTRY

STORE

GUEST SUITE3,930 X 4,520

SCUL

LERY

REMOTE CONTROLGARAGE DOOR


1 2 3 4 5UP

COMB.M/BOX

GAS HP

WM REC

FV

S

RECINST.GASHWU

S

RECINST.GASHWU

PD

L'DRY

BATH 2

PTY

WIL

N

1. FLOOR PLAN2. GARAGE3. PORCH4. ALFRESCO5. TOTAL AREA6. ROOF

Area m²175.7338.082.82

28.00244.62120.94

Perim. L/m67.7625.287.40

22.0070.8891.78

SITE AREABUILDING AREAOPEN SPACE

615.00 216.63 64.78

m m %

2

2

AREA & ROOM SIZES MAY VARYSLIGHTLY DUE TO BRICK SELECTION.

APPROX. LOCATION OF RETAININGWALL BY THE BUILDER.

REFER TO SITE PLAN

30c CEILINGS THROUGHOUT U.N.O.

FINAL PLANS SUBJECT TOADVICE FROM PLUMBING AND

AIR CON SPECIALISTS

PLANNING REQUIRED RETAINING WALL HEIGHTS OVERLOOKING SITE LEVELS WALL HEIGHTS OVER 6m

SHEET 1 OF 5CONSULTANT: DAVID NELSON

SKETCH PLAN GF



ADDRESS

DATE:DRN:CHD:SCALE:

REF:

CONSULTANT: / /

CLIENT(S): / /

/ /


1:100

RC23.01.2020




N

1. FLOOR PLAN2. ROOF

Area m²143.86165.95

Perim. L/m50.9652.96

2310W.SD

20x2610 A 20x1010 F 20x1010 A 20x1010 A

11x1

610

OBS

8x2

910 A

8x1

810 12

x181

0

12x1810 6x1810

10x510 FOBS

720

820

720

WC

620

WC

820

1500

W.S

D18

00W

.SD

1040W 25c H.OP'NG

14x1

610

OBS

11x6

10 F

OBS

1100W 25c H.OP'NG

820

720

8x1

810

1800W.SD

S

MH

S

3,550

3,050

11,18

5

3,770

4,270

5,067

8,896

27c SQUAREBULKHEAD

RENDEREXTENT

RENDEREXTENT

CONTRAST RENDER TOUPPER FLOOR

27c SQUAREBULKHEAD

AREA & ROOM SIZES MAY VARYSLIGHTLY DUE TO BRICK SELECTION.

APPROX. LOCATION OF RETAININGWALL BY THE BUILDER.

REFER TO SITE PLAN

30c CEILINGS THROUGHOUT U.N.O.

FINAL PLANS SUBJECT TOADVICE FROM PLUMBING AND

AIR CON SPECIALISTS

GROUND FLOOR EXTENT

PLANNING REQUIRED RETAINING WALL HEIGHTS OVERLOOKING SITE LEVELS WALL HEIGHTS OVER 6m

1000HLOW WALL

4.5M C.O.V.

4.5M C.O.V.

VOID

BATH

ACTIVITY2,800 X 3,120

WC

ENS

BED 43,970 X 3,100

BED 23,930 X 3,120

AC

MASTER SUITE3,960 X 4,800

ROBE

ROBE

LINENWC

WIR

AC

MAKE

UP

ACROBE

BED 33,370 X 4,040

8 91011121314

15 16 17DN

SKETCH PLAN UF




ADDRESS

DATE:DRN:CHD:SCALE:

REF:

CONSULTANT: / /

CLIENT(S): / /

/ /


1:100

RC23.01.2020




35c

62c 62c

36c

27c 27c

42c 42c

27c

42c

1,8001,7

38

1,628

686

FRONT ELEVATION - EVANDALE ST.

TILED ROOFAT 25° PITCH

T-BAR OVERRENDER


CONTRASTRENDER

RENDER

SPANDRELW/- RAKING

BRICKWORK

APPROX NGL

APPROX NGLEXISTING 1800h BRICK PIER

& PERMEABLE INFILL SCREEN WALLEXISTING BRICK PIERS

AND SCREEN WALL TO REMAINSECTION OF WALL TO BE

LOWERED TO 686hIN ACCORDANCE WITH THE TOWN OF

CAMBRIDGE LPP 3.1. -REFER TO ELEVATIONS

2657

FL 0c

343

U'Side of Truss 31c

2607

FL 35c

CL 65c+Plate

52c 50c

36c

62c 62c

-1c

20c

28c

2657

FL 0c

343

U'Side of Truss 31c

2607

FL 35c

CL 65c+Plate

0c

28c

56c

3,625

4,390

REAR ELEVATION - NORTH

2c FACEBRICK

2c FACEBRICK

100 SHSPOST

TOF AT

TOF AT



APPROX NGLAPPROX NGL -15c

-9c

EXISTINGBRICK WALLTO REMAIN

EXISTINGBRICK WALLTO REMAIN




ADDRESS

DATE:DRN:CHD:SCALE:

REF:

CONSULTANT: / /

CLIENT(S): / /

/ /


1:100

RC23.01.2020




62c

31c

36c

28c

35c

14c

54c

51c

48c

62c

54c

20c

20c

20c

28c

31c

2,700

15,00

0

6,428

SIDE

ELE

VATI

ON -

EAST

2c F

ACE

BRIC

K

CONT

RAST

REND

EREX

TENT

2c F

ACE

BRIC

K

TOF

ATTO

F AT

TOF

ATTO

F AT

APPR

OX N

GL

APPR

OX N

GL

REC

INST

.GA

SHW

U

TILE

D RO

OFAT

25° P

ITCH

TILE

D RO

OFAT

20° P

ITCH

-11c

-9c

-15c

-13c

2657

FL 0c

343

U'Si

de of

Tru

ss 31

c

2607

FL 35

c

CL 65

c+Pl

ate

R.L.:

24.20

EXIS

TING

1.5m

HIGH

FENC

E

EXIS

TING

1.5m

HIGH

FENC

E

28c

28c

51c

62c

35c

29c

62c

50c

1,600

1,544

1,752

1,754

1,800

2c F

ACE

BRIC

K

100 S

HSPO

ST

2c F

ACE

BRIC

K(P

DR)

WAL

LVE

NT

(LRY

)W

ALL

VENT

CONT

RAST

REND

EREX

TENT

TILE

D RO

OFAT

25° P

ITCH

TILE

D RO

OFAT

20° P

ITCH

APPR

OX N

GL

APPR

OX N

GLEX

ISTI

NG 18

00h B

RICK

PIE

R&

PERM

EABL

E IN

FILL

SCR

EEN

WAL

LEX

ISTI

NG 18

00h B

RICK

PIE

R&

PERM

EABL

E IN

FILL

SCR

EEN

WAL

L

SIDE

ELE

VATI

ON -

BIRK

DALE

ST.

2657

FL 0c

343

U'Si

de of

Tru

ss 31

c

2607

FL 35

c

CL 65

c+Pl

ate1,800

EXIS

TING

SCRE

EN W

ALL

NEW

SCR

EEN

WAL

LTO

MAT

CH E

XIST

ING



ADDRESS

VARIATIONS:

TIME:07:42:37

LAST OPENED:Mon 16 Jul 2018

DATE:DRN:CHD:SCALE:

COPYRIGHT 2018

1:

JOB NO:

©

SHEET OF

Tangent Nominees Pty Ltd (A.C.N. 008 865 585)Trustee For Summit Homes Group Trust.

242 Leach Highway Myaree, W.A. 6154.Telephone(08) 9317 0100 Fax(08) 9330 4507

DO NOT SCALE FROM THIS DRAWINGAll Sub-contractors to check dimensions& notes prior to initiating works. Anydiscrepancies to be notified to the SiteSupervisor without delay.ALL DIMENSIONS TO BRICKWORK.

BUILDER:/ /

CLIENT(S):/ /

/ /

WITNESS:

/ /

LMZLOK

158267

09.01.2020

3 8 THE VISION 15

A. SARANDILY


SEW23.22

1 BROCHURE 1 BROCHURE

48.43 m2

STORMWATER:

SEWER:- SEWER INVERT LEVEL TO BE ADVISED

GARAGE NOTE:- FALL GARAGE SLAB 20mm TOWARDS MAIN GARAGE OPENINGPLUMBING NOTE:- PLUMBING DRAINAGE PLAN DIAGRAMMATIC ONLY. FINAL POSITION

TO BE DETERMINED BY PLUMBER ON SITE

NOTE:- PROVIDE CONDUIT & DRAW WIRE IN COMMON TRENCH TO METER BOX

- INTERCONNECTED SOAKWELLSBY BUILDER. ALL STORMWATER &SURFACE WATER DRAINAGE TOBE INSTALLED IN ACCORDANCEW/- A.S. 3500.3:2003, CLAUSE3.1.2.1 & 3.1.2.5 BCA VOL. 2 &LOCAL AUTHORITY REQ.

R-CODES NOTE:ZONING: R15SITE COVERAGESITE: 982m²ALLOWED COVER: 50% (491m²)ACTUAL COVER: 22.05% (216.62m²)R-CODES VARIATION/PLANNING REQUIRED: YES- RETAINING WALL HEIGHTS- OVERLOOKING- SITE LEVELS- WALL HEIGHTS OVER 6mBAL ASSESSMENT REQUIRED: NO

Pdist

SIGN

LP

SEW

IOTEL PILLAR

SVHY(GROUND)

MM SEWERAGE:

GAS:

COMM.

POWER:

WATER:

PRELAID:

SERVICE INFORMATION

THE INFORMATION ON THIS DRAWING ISCURRENT AS AT THE DATE OF SURVEY.SERVICES ARE TO BE CONFIRMED WITHRELEVANT AUTHORITIES.THIS INCLUDES WITHOUT LIMITATION;SEWERAGE, WATER SUPPLY, DRAINAGE,POWER SUPPLY, GAS SUPPLY &COMMUNICATIONS.FURTHER INTERESTS / NOTIFICATIONS /ENCUMBERANCES MAY BE LISTED ON THECERTIFICATE OF TITLE.

TBE - To Be Establish; BTC - Builder To Confirm

5 0 2.5 5 10

ALL DISTANCES ARE IN METRES

COMMON LEGEND

TELSTRA / NBN PIT

STOP VALVE

WATER METER

FLUSH POINT

WATER TAP

POWER POLE

CONSUMER POLE

POWER DOME / PILLAR

LAMP POST

STAY POLE

DRAINAGE MANHOLE

GRATE

GAS METER

SIDE ENTRY PIT

PEG DISTURBED

PEG FOUND

DATUM / CONTROL

PF

Pdist

INSPECTION SHAFT

SEWER MANHOLE

INSPECTION OPENING

SEW

IS

IO

SV

PD

CP

SP

LP

PP

TEL / NBN

GAS

PEG GONEPG

M

TAP

HY(GROUND)

HYDRANT

FP

METER CONNECTIONMC

STILL DEEPER

TOP OF RETAINER

99 TOB

99 TOR

99 STILL

99 BOR

TOP OF WALL99 TOW

TOP OF FOOTING99 TOF

G GAS LINE MARKER (PT)

99 BOF BOTTOM OF FENCEFRAME

BOTTOM OF RETAINER

TOP OF BACKINGBLOCK

NORTH

WE

ST E

AS

T

SOUTH

NOTE: BOUNDARY POSITION AS PER ALIGNMENT

WARNING: BOUNDARY RE-PEG SURVEY WILL BE REQUIRED TOCONFIRM, REPLACE AND/OR ADJUST BOUNDARY MARKSTO THE CORRECT POSITIONS.

PG

PGPG

PG

BRICK PAVEDCROSSOVER


GARAGE

IRONCARPORT

CONCRETECROSSOVER

NOTE:SEE WATER CORPORATION FORINTERNAL SEWER INFORMATION.

SEWER INFORMATIONNOT AVAILABLEAT TIME OF SURVEY

SIGN

STOP SIGN

24.49

23.47

23.45

23.58

23.79

23.97

23.96

24.65

24.11

24.08

24.42

24.36

24.13

24.1324.

09

24.40

24.4024.

40

24.12

22.62

22.75

23.01

23.09

23.79

23.37

23.07

22.96

23.00

23.48

22.94

22.93

22.94

23.1423.

19

23.97 23.

97

22.94

23.6923

.72

23.82

23.97

23.9624.

07

24.03

24.18

23.95

24.03

23.86

24.05

24.14

24.16

24.2924.

32

24.63

24.78

25.09

25.17

25.21

25.24

25.26

24.93

24.76

24.60 24.

4824.

1924.

2224.

20 24.12

22.99

24.07

23.91

23.70

24.16

24.23

23.93

24.11

24.16

22.55

23.11

23.66

23.2223.

2222.

97

TMH25.14 24.

97

23.44

23.87

24.05

24.10

23.40

23.50

23.12

24.67

25.24 25.

0324.

81

24.4724.

7624.95

25.06

25.14

25.15

25.15

24.18

24.16

24.20

24.01

24.01 24.

03

23.87

23.77

23.34

23.21

22.87

22.90

23.13

23.04

22.98

22.9422.

96

23.1323.

2423.

2423.73

23.51

23.55

23.93

24.1624.1124.

10

LOT 1

EVANDALE STREET

615 m²SANDY

GRASS COVER

WIN. WIN. WIN. WIN.

WIN.

WIN.

FLOORRL 23.30

FLOORRL 23.11

SINGLE STOREYPARTLY RENDERED & TILE

RESIDENTIAL (#24)

LOT 88

TWO STOREYRENDERED & IRONRESIDENTIAL (#102)

LOT 2

SINGLE STOREYRENDERED & TILE

RESIDENTIALBRICK WALL

BLOCK KERB(POOR CONDITION)


NO CRACKS

TEL

TEL

TEL

TEL

TEL

PD

23.72 TOR

24.93 TOW

24.75 TOW24.58 TOW

24.25 TOW

24.52

TOR

25.53

TOW25.

44 TOW

25.43

TOW 25.44 TOW

25.90 PILLAR

26.49 PILLAR

26.65 PILLAR

26.64

PILLAR26.

65 PILL

AR

25.78 TOW

DATUM 24.09APPROX. A.H.D.NAIL & PLATE

LEMONHT 4mDIA 0.25m

LEMONHT 4mDIA 0.25m

STREETTREEHT 8m

DIA 0.5m

TREEHT 4mDIA 0.15m

STREET TREEHT 4mDIA 0.3m


12.61

33.77

90°0'0"

18.62 91°32'

20"

28.27

88°27'40"

8.49

135°0'0"

135°

0'0"

EXISTINGGATE

25.0

25.0

24.5

24.5

24.0

23.5

24.0

24.5

EXISTING1.0m IRON FENCE( GOOD CONDITION )RENDERED WALLTMH

BRICK WALL

NBN

TEL

EXISTING1.0m IRON FENCE( GOOD CONDITION )RENDERED WALL GRASS

RENDERED WALL

WIN.

GRASS


BRICK WALL

RAMP

UNKNOWNPILLAR

EDGE OFBITUMEN

BIRKDALE STREET

GRASS

BRICK WALL

24.5

2NDWIN.

2NDWIN.

2NDWIN.

U/GYES

BTC

RIGHTYESYESYES

615.12 m2

367.55 m2

110.7 m2

PCDBOX

CUT OFF DRAIN

SW1.5 x 1.5

SW1.5 x 1.5

Soak Well Type No.SW 1500x1500 2 5.3 m3

Total Capacity 5.3 m3Roof Area GF 131.0 m2

Paved Area 36.5 m2Roof Area UF 166.0 m2

Total Area 333.5 m2Capacity Required (Area x 0.0130) 4.3 m3

Extra Capacity Provided 1.0 m3

9,2968,7

96

1,450

2,850

3,770

3,260

1,570 1,200 5,300

3,896

1,250

4,270

1,766 5,210 1,940

PROPOSEDRESIDENCE

ALFRESCO

F.F.L. 24.20 (0c)

PORCH

F.F.L. 24.114 (-1c)B'PAVING

F.F.L. 24.114 (-1c)GRANO

GARAGE

B/PAVED DRIVEWAYBY BUILDER ( )

APPROX. 1.5mEARTHWORKS

EXTENT


DEMO NOTE:- ALL DEMOLITION BY CLIENT UNLESS OTHERWISE

NOTED.- LEVEL SUBJECT TO FINAL SURVEY.- EXISTING BUILDING, TREES & ALL RUBBLE TO BE

REMOVED BY CLIENT PRIOR TO CONSTRUCTION.ALL TREES/SHRUBS TO BE LOPPED (TRIMMED) TOWITHIN 2m OF THE BUILDING ENVELOPE.

- NO HOBS TO SHOWERS UNLESS SHOWN OTHERWISE.- PLUMBER TO INSTALL REFLUX VALVE, IF REQUIRED.

CLIENT SURVEY NOTE HOUSE SITED ON CLIENT SUPPLIED SURVEY. CLIENT IS AWARE A NEW SURVEY WILL BE

REQUIRED FOR WORKING DRAWINGS ANDCONTRACTS.

ANY CHANGES TO SITEWORKS OR DESIGN WILLBE CHARGED TO THE CLIENT BY VARIATION

RETAINING CONTRACTOR NOTE:- TOP OF WALL (TOW) INDICATED FOR CLARITY ONLY.- ENSURE BOTTOM OF RETAINING IS EMBEDDED

SUFFICIENTLY AS REQ. BY ENG. DETAIL.- REFER TO NEIGHBOURS EXISTING LEVELS OR

NOMINATED PAVING / LANDSCAPING LEVELS FORFULL REQ. RETAINING HEIGHTS.

- REFER TO ENGINEERS DETAILS

S/BA

CK

S/BA

CK

S/BACK

S/BACK

S/BACK

S/BA

CK

RL 24.114

RL 2

4.05

TO REMAIN

TOF

AT -9

c

SEWER INVERT LEVELTO BE CONFIRMED.

FINISHED FLOOR LEVELSUBJECT TO CHANGE

TOF

AT -1

5c

TOF AT -15c

TOF AT -11c

TOF AT -9c

BRICKPAVEDSTEPS RL 23.10

TOF AT -13c

TOWAT 24.114

S/BACK

SUN SHADOW AT NOON 21 JUNE

PROPOSEDDBL. SWING

GATES

LETTER BOXIN PIER

BOW AT 23.10

RL 23.07

RL 23.34

RL 24.05

RL 22.94

RL 22.94

RL 23.96

RL 24.114

RL 23.34

EXISTING BRICK PIERSAND SCREEN WALL TO REMAIN,

SECTION OF WALL TO BELOWERED TO 686h

IN ACCORDANCE WITH THE TOWN OFCAMBRIDGE LPP 3.1. -

REFER TO ELEVATIONS

NEW 1800HSCREEN WALL

TO MATCHEXISTING

TO REMAIN

TO REMAIN

TO REMAIN

24.11

24.15

24.09

23.95

24.11

24.32

24.80

24.22

24.52

24.55

24.77 24.

4824.73

24.69

24.44

COMB.M/BOX

RECINST.GASHWU

RECINST.GASHWU

7.5m CONE OF VISION 7.5m CONE OF VISION

615.12 m2

367.55 m2

STRATA LOT 1

STRATA LOT 2


6 7

STRATA LAYOUT 1:400


ADDRESS

VARIATIONS:

TIME:07:42:37


DATE:DRN:CHD:SCALE:

COPYRIGHT 2018

1:

JOB NO:

©

SHEET OF




BUILDER:/ /

CLIENT(S):/ /

/ /

WITNESS:

/ /

LMZLOK

158267

09.01.2020

4 8 THE VISION 15

A. SARANDILY


Pdist

SIGN

LP

SEW SEW

IOTEL PILLAR

SV

HY (GROUND)

M

M

SEWERAGE:

GAS:

COMM.

POWER:

WATER:

PRELAID:

SERVICE INFORMATION

THE INFORMATION ON THIS DRAWING ISCURRENT AS AT THE DATE OF SURVEY.SERVICES ARE TO BE CONFIRMED WITHRELEVANT AUTHORITIES.THIS INCLUDES WITHOUT LIMITATION;SEWERAGE, WATER SUPPLY, DRAINAGE,POWER SUPPLY, GAS SUPPLY &COMMUNICATIONS.FURTHER INTERESTS / NOTIFICATIONS /ENCUMBERANCES MAY BE LISTED ON THECERTIFICATE OF TITLE.

TBE - To Be Establish; BTC - Builder To Confirm

5 0 2.5 5 10

ALL DISTANCES ARE IN METRES

COMMON LEGEND

TELSTRA / NBN PIT

STOP VALVE

WATER METER

FLUSH POINT

WATER TAP

POWER POLE

CONSUMER POLE

POWER DOME / PILLAR

LAMP POST

STAY POLE

DRAINAGE MANHOLE

GRATE

GAS METER

SIDE ENTRY PIT

PEG DISTURBED

PEG FOUND

DATUM / CONTROL

PF

Pdist

INSPECTION SHAFT

SEWER MANHOLE

INSPECTION OPENING

SEW

IS

IO

SV

PD

CP

SP

LP

PP

TEL / NBN

GAS

PEG GONEPG

M

TAP

HY(GROUND)

HYDRANT

FP

METER CONNECTIONMC

STILL DEEPER

TOP OF RETAINER

99 TOB

99 TOR

99 STILL

99 BOR

TOP OF WALL99 TOW

TOP OF FOOTING99 TOF

G GAS LINE MARKER (PT)

99 BOF BOTTOM OF FENCEFRAME

BOTTOM OF RETAINER

TOP OF BACKINGBLOCK

NORTH

WE

ST

EA

ST

SOUTH

NOTE: BOUNDARY POSITION AS PER ALIGNMENT

WARNING: BOUNDARY RE-PEG SURVEY WILL BE REQUIRED TOCONFIRM, REPLACE AND/OR ADJUST BOUNDARY MARKSTO THE CORRECT POSITIONS.

PG

PGPG

PG


IRONCARPORT

BRICK PAVEDDRIVEWAY


GARAGE

BRICK PAVED PATH

PORCH

PATIOOVER PAVING

IRONSHED

IRONCARPORT

CONCRETECROSSOVER

NOTE:SEE WATER CORPORATION FORINTERNAL SEWER INFORMATION.

SEWER INFORMATIONNOT AVAILABLEAT TIME OF SURVEY

SIGN

STOP SIGN

24.49

23.47

23.45

23.58

23.79

23.97

23.97

23.96

24.65

24.11

24.08

24.42

24.36

24.13

24.1324.

09

24.4024.

4024.40

24.12

22.62

22.75

23.01

23.09

23.79

23.37

23.07

22.9623.

0023.

48

23.97

22.94

22.9322.

94

23.1423.

19

23.97

23.97

22.94

22.94

23.69

23.72

23.82

23.97

24.11

23.96

24.07

24.0324.

18

24.15

24.09

24.08

23.95

24.03

23.86

24.05

24.14

24.16

24.29

24.32

24.63

24.78

25.09

25.17

25.21

25.24

25.26

24.93

24.76

24.60 24.

48 24.19

24.22

24.20 24.

12

23.22 22.

99

24.07

23.74

23.95 23.

91

23.70

24.11

24.32

24.80

24.16

24.22

24.52

24.55

24.77 24.

48

24.23

24.73

24.69

23.92

23.93

24.09

24.11

24.16

22.55

23.11

23.66

23.22

23.22

22.97

TMH25.14

24.97

23.4423.

87

24.05

24.10

23.40

23.50

23.13

23.12

24.67

25.24 25.

0324.

81 24.44

24.47

24.7624.

95

25.06

25.14

25.15

25.15

24.18

24.16

24.20

24.01 24.

0124.01

24.03

24.11

23.87

23.77

23.41

23.34

23.21

22.87

22.90

23.13

23.04

22.9822.

9422.

9422.96

23.13

23.1423.

1223.24

23.24

23.73

23.51

23.55

23.93

24.16

24.1124.

10

LOT 1

EVANDALE STREET

615 m²

SANDY

GRASS COVER

WIN. WIN. WIN. WIN.

WIN.

WIN.

FLOORRL 23.97

FLOORRL 24.48

FLOORRL 23.30

FLOORRL 23.11

SINGLE STOREYPARTLY RENDERED & TILE

RESIDENTIAL (#24)

LOT 88

SINGLE STOREYRENDERED & TILERESIDENTIAL (#26)

TWO STOREYRENDERED & IRONRESIDENTIAL (#102)

LOT 2

SINGLE STOREYRENDERED & TILE

RESIDENTIAL

BRICK WALL

CONCRETE RENDERED WALL



NO CRACKS

1.5m FIBRO FENCE( POOR CONDITION )

TEL

TEL

TEL

TEL

TEL

PD

24.75 TOW

23.96 TOR

23.62 TOR

24.16 TOR

23.72 TOR

25.10 TOW24.96 TOW

24.93 TOW

24.75 TOW

24.58 TOW

24.09 TOR

24.25 TOW24.

52 TO

R

25.53

TOW

25.44

TOW

25.43

TOW

25.44 TOW

25.76 TOW

25.65 TOW

24.55 TOW25.90 PILLAR

25.85 PILLAR

26.49 PILLAR

26.65 PILLAR

26.64

PILLAR

26.65

PILLAR

26.42 PILLAR

25.78 TOW

DATUM 24.09APPROX. A.H.D.NAIL & PLATE

LEMONHT 4mDIA 0.25m

LEMONHT 4mDIA 0.25m


TREEHT 4mDIA 0.15m



12.61

33.77

90°0'0"

18.62

91°32'

20"

28.27

88°27'40"

8.49

135°0'0"

135°

0'0"

GATE

GATE

25.0

25.0

24.5

24.5

24.0

23.5

23.0

23.0

24.0

24.5

23.5

1.0m IRON FENCE( GOOD CONDITION )RENDERED WALL

TMH

BRICK WALL

NBN

TEL1.0m IRON FENCE( GOOD CONDITION )RENDERED W

ALL

GRASS

RENDERED WALLBRICK RETAINER

WIN.

MAIL BOX

GRASS


STEPS

BRICK PAVED

STEPS

FLOORRL 23.97

BRICK WALL

RAMP

UNKNOWNPILLAR

EDGE OFBITUMEN

BIRKDALE STREET

GRASS

BRICK PAVED

BRICK WALL

24.5

2NDWIN.

2NDWIN.

2NDWIN.

U/G

YES

BTC

RIGHTYES

YES

YES

ALI SARANDILY

26 EVANDALE STREET

NOTE: EXISTINGDWELLING TO BE

DEMOLISHED

EXISTING SITE PLAN 1:200


ADDRESS

VARIATIONS:

TIME:07:42:37


DATE:DRN:CHD:SCALE:

COPYRIGHT 2018

1:

JOB NO:

©

SHEET OF




BUILDER:/ /

CLIENT(S):/ /

/ /

WITNESS:

/ /

LMZLOK

158267

09.01.2020

5 8 THE VISION 15

A. SARANDILY


48.43 m2

Pdist

SIGN

LP

IOTEL PILLAR

SV

HY (GROUND)

M

M

PG

PGPG

PG

BRICK PAVED

CROSSOVER

BRICK PAVED

CROSSOVER

GARAGE

IRON

CARPORT

CONCRETE

CROSSOVER

NOTE:

SEE WATER CORPORATION FOR

INTERNAL SEWER INFORMATION.

SEWER INFORMATION

SIGN

STOP SIGN

24.49

23.47

23.45

23.58

23.79

23.97

23.96

24.65

24.11

24.08

24.42

24.36

24.13

24.1324.

09

24.4024.

4024.40

24.12

22.62

22.75

23.01

23.09

23.79

23.37

23.07

22.9623.

0023.

48

22.94

22.93

22.94

23.1423.

19

23.97

23.97

22.94

23.69

23.72

23.82

23.97

23.96

24.07

24.03

24.18

23.95

24.03

23.86

24.05

24.14

24.16

24.29

24.32

24.63

24.78

25.09

25.17

25.21

25.24

25.26

24.93

24.76

24.60 24.

4824.

1924.

2224.

20 24.12

24.07

23.91

23.70

24.16

24.23

23.93

24.11

24.16

22.55

23.11

23.66

23.22

23.22

22.97

TMH25.14

24.97

23.4423.

87

24.05

24.10

23.40

23.50

23.12

24.67

25.24 25.

03

24.81

24.4724.

7624.95

25.06

25.14

25.15

25.15

24.18

24.16

24.20

24.01 24.

01 24.03

23.87

23.77

23.34

23.21

22.87

22.90

23.13

23.04

22.98

22.9422.

96

23.1323.

24

23.2423.

73

23.51

23.55

23.93

24.16

24.1124.

10

EVANDALE STREET

WIN. WIN. WIN. WIN.

WIN.

WIN.

FLOOR

RL 23.30

SINGLE STOREY

PARTLY RENDERED & TILE

RESIDENTIAL (#24)

LOT 88

SINGLE STOREY

RENDERED & TILE

RESIDENTIAL

BRICK WALL

BLOCK KERB

(POOR CONDITION)

BLOCK KERB

(POOR CONDITION)

NO CRACKS

TEL

TEL

TEL

TEL

TEL

PD

23.72 TOR

24.93 TOW

24.75 TOW

24.58 TOW

24.25 TOW24.

52 TO

R

25.53

TOW

25.44

TOW

25.43

TOW

25.44 TOW

25.90 PILLAR

26.49 PILLAR

26.65 PILLAR

26.64

PILLAR

26.65

PILLAR

25.78 TOW

DATUM 24.09

APPROX. A.H.D.

NAIL & PLATE

LEMON

HT 4m

DIA 0.25m

LEMON

HT 4m

DIA 0.25m

STREETTREEHT 8m

DIA 0.5m

TREE

HT 4m

DIA 0.15m

STREET TREE

HT 4m

DIA 0.3m

STREET TREE

HT 4m

DIA 0.3m

12.61

33.77

90°0'0"

18.62 91°32'

20"

28.27

88°27'40"

8.49

135°0'0"

135°

0'0"

EXISTINGGATE

25.0

25.0

24.5

24.5

24.0

23.5

24.0

24.5

EXISTING1.0m IRON FENCE

( GOOD CONDITION )

RENDERED WALLTMH

BRICK WALL

NBN

TEL

EXISTING1.0m IRON FENCE

( GOOD CONDITION )

RENDERED WALLGRASS

RENDERED WALL

WIN.

GRASS

BLOCK KERB

(POOR CONDITION)

BRICK WALL

RAMP

UNKNOWN

PILLAR

EDGE OFBITUMEN

BIRKDALE STREET

GRASS

BRICK WALL

24.5

2ND

WIN.

2ND

WIN.

820MF SILL

1200T.F.

28x3610SD

CORN

ICE

THRU

'

1500

W 25

c H.

OP'N

G

720

WC

720

1500W 25c H.OP'NG

8x2

410

8x2

410

14x7

10OB

S 8

x241

0 8

x241

0

28x1

610S

D

820

20x3010 A

2x72

0

8x2410

1000W 25c H.OP'NG

720

820

& R'HOODFLUED

FR REC

FZ

MW REC

W/- UBO

CUT OFF DRAIN

DW REC

YSS

SOTSOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

SOT

VOLLT LLT

VOLLT

LLT

VOLLT

LLT

VOLLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

VO

LLT

LLT

ALFRESCO

PORCH



GARAGEGRANO -01c 30c CEILING

THEATRE4,630 X 3,800

STUDY4,370 X 2,880

KITCHEN

ALFRESCO7,000 X 4,000

B/PAVED AT -1c 30c RECESSED CEILING

PORCHB/PAVED AT -1c

30c CEILING

PDR

LIVING / DINING8,580 X 5,300

ENTRY

STORE

GUEST SUITE3,930 X 4,520

SCUL

LERY



1 2 3 4 5UP

24.11

24.15 24.

09

23.95

24.11

24.32

24.80

24.22

24.52

24.55

24.77

24.4824.

73

24.69

24.44

GAS HP

WM REC

FV

S

S

L'DRY

BATH 2

PTY

WIL

VO

LLT

DTR

MTB

PCC

DCB

YSS

SOT

SHG

DW

DM

UP

PCS

LANDSCAPING LEGEND / PLANT SCHEDULESYMBOL PLANT NAME SIZE

Viburnum Odoratissimum 5 Litre

Lomandra Lime Tuff 5 Litre

Magnolia Teddy Bear 30 Litre

RETICULATION NOTE:GARDENS TO BE IRRIGATED BYAUTOMATIC RETICULATION SYSTEMWITH DRIP LINES AND DRIPPERS.ALL RETICULATION TO COMPLYWITH WATER GUIDELINES

LANDSCAPING NOTE:ALL SPECIFIED PLANTS SUBJECT TOAVAILABILITYALL NOMINATED SPACING, SIZES ANDHEIGHTS ARE APPROXIMATE ONLY ANDSUBJECT TO ADJUSTMENT ON SITE

Dianella Tasmanian Red 5 Litre

Pyrus Calleryana Capital 30 Litre

Dianella Cassa Blue 5 Litre

Yucca Silver Star 12 Litre

Syzigium Orange Twist 12 Litre

LANDSCAPING NOTE:LOW PLANTING TO BE UTILISED TOMAINTAIN LINE OF SITE INDRIVEWAYS & VISUAL TRUNCATIONS

30 LitreSyzygium Hinterland Gold

Dianella Wyeena 5 Litre

Draceana Marginata 5 Litre

Ulmus Parvifolia 90 Litre(Chinese Elm can grow 10 to 15 tall,15 to 18m wide)

30 LitrePrunus Crimson Spire


6 7

STRATA LAYOUT 1:400

SKETCH PLAN GF - Town of Cambridge...mw rec dp w/- ubo dp pcd box cut off drain dp dp dw rec dp 1 3...

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Transcript of SKETCH PLAN GF - Town of Cambridge...mw rec dp w/- ubo dp pcd box cut off drain dp dp dw rec dp 1 3...