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ARCMDESIGN

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This document i s COPYRIGHT and the property of ARCM DESIGN. It is not to beretained, copied or used without the pr ior written permiss ion of the author.Al l d imensions must be checked on-s i te pr ior to the commencement of any works.Any discrepancies are to be brought to the attent ion of ARCM DESIGN.

PROPOSED SUBDIVIS ION@ 62 CAMERON ST DOONSIDE

PROJECT

CLIENT M R . TONY FRANCIS

DES IGNER:

DATE :

2020-106

M .M .

REF:

COUNCIL :

MAR 20

B0

B C C ISSUE A: 06/03/2020 Cl ient SketchISSUE B: 17/03/2020ISSUE C:ISSUE D:ISSUE E:ISSUE F:

D A

SCALE: AS SHOWN

UNIT 2/179-183WOODPARK RDSMITHFIELD NSW 2164m : 0406 787 726e: marc@ arcm.c o m .auw w w .arcm.c o m .auABN 78632562326

SEDIMENT FENCE

POSTS DRIVEN0.6m INTO GROUND

WIRE OR STEEL MESH

1. DRAINAGE AREA 0.6ha MAX.2. SLOPE GRADIENT 1:2 MAX.3. SLOPE LENGTH 60m MAX.

0.2m

DISTURBED AREADIRECTIONOF FLOW

0.6m

MAX

.

GOETEXTILEFILTER FABRIC

3m MAX.

UNDISTURBED AREA

TRASH SCREEN DETAIL

HANDLE

LYSAGHTS RH3030MAXIMESH GALVANIZED

STEEL BRACKET FOR BASKET SEATING.GALVANIZED, TYPICAL, EITHER SIDE OF BASKET LOCATION,

FIX TO PIT WITH 2-M10 MASONRY ANCHORS

600 MAX

STEEL CLIPWELDED TO BASKETGALVANIZED, TYPICAL,EITHER SIDE

600

MAX

600 MAX

N.T.S.TYPICAL SEDIMENT FENCE SECTION

EXISTING

FILTER FABRICCOVERED WITH

BACKFILL

GEOTEXTILEFILTER FABRIC

STEEL MESH

SCALE 1:20

BACKFILL

DRAINAGE CHANNELEXCAVATED PARALLELTO SEDIMENT FENCE

DIRECTION OF FLOW

DISTURBED AREA

600

MAX

.

600 MIN.DRIVEN INTO

GROUND

SLOPE

GROUND LEVEL

UNDISTURBED AREA

STAR SHAPED STEEL PEGSAT 3000 CRS MAX.

592.07 m2

143.62 m2

201.56 m2

95.52 m2

208.06 m2

364.18 m2

262.38 m2

5,00

015

,117

32,000 28,350

8,27

711

,840

4,634

28,723

60,439

20,1

17

3,000 3,000 4,427

5,00

0135.00°

135.00°

478.37 m2LOT A LOT B

RIGHT OF WAY

(A)

(B)

(A) SEWER AS PER SEWER PEGOUT(B) EASEMENT FOR DRAINAGE 3.05 WIDE

2 CARSPACES

PRIVATE OPEN SPACE

LANDSCAPING

LANDSCAPING

POTENTIAL FUTURE BUILDING FOOTPRINT

LANDSCAPING

PRIVATE OPEN SPACE

POTENTIAL FUTURE CAR SPACES

EXISTING DWELLING FOOTPRINT TO BE RETAINED

EASE

MEN

T

F

OR

DR

AIN

AGE

3.0

5

W

IDE

FIBRO GARAGESHED

METAL

BOTTOM RL36.85TOP WINDOW RL38.15

34.0

34.0

34.5

34.5

35.0

RID

GE R

L 40 . 20

GUTTER RL38.35

BOTT

OM

RL3

5.45

60.35 BY DEED

TOP

WIN

DO

W R

L36.

60

BOTT

OM

RL3

5.20

TOP

WIN

DO

W R

L36.

40

BOTT

OM

RL3

4.30

60.35 BY DEED

TOP

DO

OR

RL3

6.40

BOTT

OM

RL3

4.80

TOP

WIN

DO

W R

L36.

60

AWNING

GUTTER RL37.30

20.1

15 B

Y D

EED

GU

TTER

RL3

6.95

RID

GE

RL3

9.25

RIDGE RL39.25

20.1

15 B

Y D

EED

GARAGE

FIBRO

SHED

METAL

34.39

34.44 34.39

34.50

34.55

34.94 34.90

34.92

35.19

35.26

35.10

34.52

34.51

34.46

34.38

34.37

34.37

34.37

34.35

34.40

34.42

34.40

34.41

34.48

34.56

34.59

34.80

34.74 34.84

34.85

34.72

34.62

35.13

34.30

34.20

34.32

34.42

34.44

34.55

34.66

34.74

34.85

34.94

35.12

35.21

35.07

34.99

34.83

34.67

34.34HYD

34.31HYD

34.31SV

34.32 34.27

34.33

34.57

34.61

34.65

34.51

34.74

34.88

34.94

34.85

34.95

34.91

34.81

34.77

34.36

34.27 34.25

35.12

35.04EP

34.69

34.62

34.88

34.84

34.40

34.52

34.55

34.47 34.34

34.43

34.40

34.27

0.4D

5H

34.39

34.40

34.37

34.46

34.57

34.60

34.61

34.55

34.52

34.57

34.58

34.59

34.64

34.68 0.

1D 5H 34.63 34

.48

34.32

34.40

0.4D

4H

34.56

34.44

34.31

34.29

34.19 34.19

0.3D 6H

34.19 0.

3D 5H

34.11

34.27

34.26

34.23 34

.38

34.34

34.30

34.44

34.29

34.13

34.20

33.99

34.10MH

34.35

34.12

34.09

34.11

0.1D

5H

34.08

34.09

34.14

34.24

0.6D

20H

34.02

33.87

33.82

33.76

33.78

33.86

33.88

33.84

33.92

33.90

33.93

33.99

33.93

0.3D

7H

33.90

0.1D

4H

34.04

0.3D

3H

34.06

0.3D 4H

33.97

0.2D

5H

0.3D

8H

0.4D 10H

33.84

33.97

33.96

33.98

33.97

33.96

33.91

33.85

33.90

33.97

33.99

34.08

33.96

34.00

34.07

34.07

34.05

33.97

BMCUT IN KERB

HT 35.13

NBN PIT

No 64SINGLE STOREY CLAD

LOT 303DP 39455

LOT 331DP 39455

LOT 330DP 39455

LOT 329DP 39455

LOT 302DP 39455

LOT 304DP 39455

1214m2 (by DP)

Approx. 1214m2(by Calc.)

CA

ME

RO

N

ST

RE

ET

VEH

ICLE

CR

OSS

ING

CO

NC

RET

EC

ON

CR

ETE

VEH

ICLE

CR

OSS

ING

VEH

ICLE

C

RO

SSIN

G

CONCRETE

DRIVEWAY

GRAVEL

DRIVEWAY

BITUMEN

DRIVEWAY

TOP

KER

BO

F

R2 500m2

Site Area (m2) 450 481.9 R3 450m

2

Site Coverage (max 50%) 240.95 201.90 block width min 15m

Gross Floor Area (Granny Flat) max 60m2 59.84 190.68

Street Frontage Setback 1m behind building line 6.8m 1m garage setback articulation zone 1.5m deepx25% bldg width

Side Setback min 1.5m 1.5m GFA 1=Rear Setback min 5m 5m lot site length 37.6

Building Height 3.8m 3.8m

Fences 1.8 1.8

Solar Access 3 hours 3

Landscape (min 20%) 96.38 234.53 9-4pm on living area

Private Open Space min 24m2 24m2 2m wide / min 25%

3m min add/ 4x4 / 15%

max 10m wall length

Site Area (m2) 450 592.68 max site cover 50%

Site Coverage (max 50%) 296.34 215.42

Gross Floor Area (Granny Flat) max 60m2 225.97 225.97 window sills 1st flr - 1500mm

Gross Floor Area - 25% + 150m2 298.17 225.97 side and rear balconies max 2.5m wide + 12m2

Front Setback min 3m 3m FSR 1= max 1m cu, 600mm fill within bldg envelope LOT: 303 DP: 39455 NO. 62

Side Setback min 1.5m 1.5m 1 lockable cupboard in garage

Rear Setback (30% of site length) 0.00 12.2m

Building Height (Granny Flat) 3.8m 3.8m fsr balance 50.27

Building Height 8.5m 5m

Fences 1.8 1.8

COMPLIANCE TABLE - LOT A

CONTROL REQUIRED PROPOSED

SITE DATA - LOT A

SITE AREA 481.9

0.3957

TOTAL 190.68

COMPLIANCE TABLE - LOT B SITE DATA - LOT B

TORRENS TITLE

AREA: 1214.06 m2

CURRENT LOT DESCRIPTION

SUBDIVISION DATA

PROPOSED LOT DESCRIPTION

LOT A - 478.37 m2

ROW - 143.62 m2

SUBDIVISON

LOT B - 592.07 m2CONTROL REQUIRED PROPOSED SITE AREA 592.68

TOTAL 225.97

0.3813

130.84

59.84Granny Flat Area

Existing Floor Area

Single Dwelling Area

Granny Flat

166.04

59.93

1. ALL DIMENSIONS AND FLOOR AREAS ARE TO BE VERIFIED BYBUILDER PRIOR TO THE COMMENCEMENT OF ANY BUILDINGWORK. ANY DISREPANCIES ARE TO BE CONFIRMED BY THEDESIGNER.2. LEVELS SHOWN ARE APPROXIMATE UNLESS ACCOMPANIEDBY REDUCED LEVELS BY A REGISTERED SURVEYOR.3. FIGURED DIMENSIONS ARE TO BE TAKEN IN PREFERENCE TOSCALING.4. ALL BOUNDARY CLEARANCES MUST BE VERIFIED BY THESURVEYOR PRIOR TO THE COMMENCEMENT OF ANY BUILDINGWORK.5.WHERE ENGINEERING OR HYDRAULIC DRAWINGS AREREQUIRED, SUCH MUST TAKE PREFERENCE TO THIS DRAWING.6. STORMWATER TO BE CONNECTED AND DISCHARGED TOCOUNCIL'S REQUIREMENTS AND TO AS 3500.3-1990.7. ALL SERVICES TO BE LOCATED AND VERIFIED BY THEBUILDER WITH THE RELEVANT AUTHORITIES PRIOR TO THECOMMENCEMENT OF ANY BUILDING WORK.

PLEASE READ CAREFULLY

8. ALL DIMENSIONS TO BE VERIFIED BY BUILDER/REGISTERED SURVEYOR ON SITE PRIOR TO

9. ALL DEMOLITION AND REMOVAL WORK TO BECARRIED OUT WITH APPROVED WASTE MANAGEMENT PLAN AND INACCORDANCE WITH COUNCIL'S REQUIREMENTS & D.A. CONDITIONS

CONSTRUCTION COMMENCING

SUBDIVISION PLAN1:200

PROPOSED SUBDIVISION@ 62 CAMERON ST DOONSIDEFOR MR. TONY FRANCISDEVELOPMENT APPLICATION

LOCATION MAP 1