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GSPublisherEngine 0.79.100.84
ARCMDESIGN
N
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