existing

PROJECT SUMMARY
476sqm approx
SITE SIZE:
HOUSE SIZE: Existing Total: 121 sqm
(*approx)
Demolish:
10 sqm
Proposed Add: 80 sqm
45040
Total Complete: 190 sqm
CEILING
OPEN SPACE: 80 sqm approx
SITE COVERAGE: 40% approx
PERMEABILITY: 50%+ approx
42040
WEST ELEVATION
(EXISTING)
45040
42040
EAST ELEVATION
(EXISTING)
GROUND FLOOR (EXISTING)
1 : 100
REVISION SCHEDULE
REV
45040
CEILING
42040
GROUND FLOOR (EXISTING)
DESCRIPTION
DATE
CEILING
GROUND FLOOR (EXISTING)
NORTH ELEVATION
(EXISTING)
1 : 100
1 : 100
45040
CEILING
42040
GROUND FLOOR (EXISTING)
REVISION
ST
AG
TP-01
TP-02
TP-03
CURRENT
REVISION DATE
TITLE
EXISTING CONDITIONS
SITE/FLOOR PLANS (PROPOSED)
PROPOSED ELEVATIONS
SOUTH ELEVATION
(EXISTING)
PL
AN
N
IN
G
SHEET
NUMBER
E
DRAWING LIST
TO
W
N
1 : 100
DEMOLISH WALLS
SHOWN
BATH
TILES
MAIN BED
TIMBER
BED 2
TIMBER
KITCHEN
TILES
BED 3
TIMBER
N
7° 24' 00" 12.50 m
187° 24' 00" 12.50 m
97° 24' 00" 38.10 m
ENTRY
TIMBER
RICHARD KERR B.P.D (Melb) B.Arch (Melb)
REGISTERED ARCHITECT ARBV 14807 AIA 17388
LIVING
TIMBER
RICHARD KERR ARCHITECTURE PTY LTD:
ABN 24 124 153 859
REGISTERED ARBV COMPANY C50996
DINING
TIMBER
PROJECT
ALTERATIONS & ADDITIONS TO
EXISTING BRICK RESIDENCE
32a EWART STREET MALVERN 3144
277° 24' 00" 38.10 m
SHADOWS @12NOON
22 SEPTEMBER
(EXISTING SHADOWS)
DRAWING
EXISTING CONDITIONS
PRIVATE OPEN SPACE
150 SQM APPROX.
CLIENT:
P. & S-E. STAFFORD
PDF
CREATED:
16/08/2016 11:14 am
DESIGNED
APPROVED:
SITE/CONTEXT
(EXISTING)
1 : 200 @ A1
GROUND FLOOR
(EXISTING)
DRAWING:
RK
269
PROJECT:
REVISION:
TP-01
1 : 100 @ A1
Richard Kerr Architecture Pty Ltd
The Edge Studio 14 Jordan Street
Malvern Victoria Australia 3144
ph (03) 9090 7460 m 0419 308 800
[email protected] www.rkarch.com.au
44.35 WH
42.67 WS
44.35 WH
40
.94
40
.8
MATERIALS
5.66
MASONRY WALL
CONSTRUCTED
ON TITLE LINE
RESCODE ANALYSIS
ZNC
ZINC CLADDING
(Dark Grey/Black)
ETR
EXISTING TILE ROOFING
(Terracotta)
EBW
EXISTING BRICKWORK
RND
RENDER
1.97
SHED
875
2320
5430
5615
97° 24' 00" 38.10 m
0.2
0.4
1
2
3
1.39
40
.96
COMM. PIT
40
.96
404
.08.29
7
40
.94
40
.87
OUTDOOR
OPEN FIRE
BED 2
CARPET
12 m²
BATH/LNDY
TILES
9 m²
6.08
RL. 42.040 m
2
4
3
5
ENTRY/HALL
TIMBER
14 m²
190MM STEP
1
KITCHEN
TIMBER
31 m²
RETREAT
CARPET
18 m²
40
40 41.89
.
40 99 .02
.98
40
.93
7° 24' 00" 12.50 m
0.2
REVISION SCHEDULE
WOOD STORE
0.2
DINING/LIVING
STONE
48 m²
RL. 42.230 m
REV
DESCRIPTION
DATE
5335
ENSUITE
TILES
7 m²
187° 24' 00" 12.50 m
WIR
CARPET
4 m²
80SQM PRIVATE
OPEN SPACE
GAS FIRE
40
.96
MAIN BED
CARPET
17 m²
40
40 .87
.99
EWART STREET
190MM STEP
SWIMMING
POOL
1205
RAMPS UP
1:12 (8.75% NOM)
2.39
NOOK
TIMBER
16 m²
SHED STORE
1185
RL. 42.040 m
46
.67
43
.98
COURTYARD
277° 24' 00" 38.10 m
GROUND FLOOR
(PROPOSED)
4875
725
43.99 WH
43.03 WS
42.94 WS
44.20 WH
44
.28
44.23 DH
GARAGE
43
.36
44.05 DH
41.85 DS
43.72 WS
44.23 WH
43.72 WS
44.23 WH
5.75
1 : 100 @ A1
10 m
E
5
TO
W
N
PL
AN
N
IN
G
0
ST
AG
4
41 0.91
.03 41
.01
42.71 WS
44.21 WH
5545
44
.60
2.39
3080
COVERED
40
.94
COURTYARD 3D
INTERIOR LIVING 3D
187° 24' 00" 12.50 m
97° 24' 00" 38.10 m
7° 24' 00" 12.50 m
A12:
A13:
A14:
A15:
A16:
A17
ZINCALUME ROOFING
SHED
4
A11:
COMPLIES - UNCHANGED
COMPLIES - LOWER THAN EXISTING
COMPLIES - 40% (60% PERMITTED)
COMPLIES - 50%+ (ONLY 20% REQUIRED)
COMPLIES* - ADDITION DOES; HOWEVER *TOP PART OF FIREPLACE
CHIMNEY ON NORTH BOUNDARY ONLY NON-COMPLIANT
COMPLIES - EXISTING GARAGE WALL AND NEW OUTDOOR FIREPLACE
WALL <6M LONG (17M PERMITTED)
COMPLIES
COMPLIES
COMPLIES - NO CHANGE TO SHADOWS (*22 SEPTEMBER)
COMPLIES
COMPLIES
COMPLIES - 80SQM (NORTH FACING) PRIVATE OPEN SPACE
0
A3:
A4:
A5:
A6:
A10:
ZCR
ZCR
ETR
ZCR
RICHARD KERR B.P.D (Melb) B.Arch (Melb)
REGISTERED ARCHITECT ARBV 14807 AIA 17388
ZNC
AERIAL SOUTH 3D
AERIAL NORTH 3D
N
RICHARD KERR ARCHITECTURE PTY LTD:
ABN 24 124 153 859
REGISTERED ARBV COMPANY C50996
277° 24' 00" 38.10 m
SHADOWS @12NOON
22 SEPTEMBER
(NO ADDITIONAL SHADOWS)
*REFER EXISTING
SITE/CONTEXT
PRIVATE OPEN SPACE
150 SQM APPROX.
PROJECT
ALTERATIONS & ADDITIONS TO
EXISTING BRICK RESIDENCE
32a EWART STREET MALVERN 3144
DRAWING
SITE/FLOOR PLANS (PROPOSED)
ZINCALUME ROOFING
ZINC CLADDING
CLIENT:
P. & S-E. STAFFORD
PDF
CREATED:
16/08/2016 11:15 am
DESIGNED
APPROVED:
SITE/CONTEXT
(PROPOSED)
DRAWING:
RK
269
PROJECT:
REVISION:
TP-02
1 : 200
Richard Kerr Architecture Pty Ltd
The Edge Studio 14 Jordan Street
Malvern Victoria Australia 3144
ph (03) 9090 7460 m 0419 308 800
[email protected] www.rkarch.com.au
MATERIALS
ONLY VISIBLE
PORTIONS OF
ADDITION
ZCR
ZINCALUME ROOFING
ZNC
ZINC CLADDING
(Dark Grey/Black)
ETR
EXISTING TILE ROOFING
(Terracotta)
EBW
EXISTING BRICKWORK
RND
RENDER
EXISTING DETAILED
BRICKWORK
RETAINED
ETR
45040
CEILING
ZNC
EBW
REVISION SCHEDULE
EBW
REV
WEST ELEVATION
(PROPOSED)
DESCRIPTION
DATE
1 : 100
ETR
ZCR
ZNC
45040
CEILING
42040
GROUND FLOOR (EXISTING)
ZNC
SOUTH ELEVATION
(PROPOSED)
ST
AG
E
920
EBW
TO
W
N
PL
AN
N
IN
G
1 : 100
800
SOLAR PANELS
ZNC
ZNC
ETR
NORTH ELEVATION
(PROPOSED)
CEILING
42040
GROUND FLOOR (EXISTING)
1730
2515
RND
2400
EBW
45040
670
2810
ZCR
1 : 100
RICHARD KERR B.P.D (Melb) B.Arch (Melb)
REGISTERED ARCHITECT ARBV 14807 AIA 17388
RICHARD KERR ARCHITECTURE PTY LTD:
ABN 24 124 153 859
REGISTERED ARBV COMPANY C50996
PROJECT
RESCODE A10
SETBACK
RESCODE A10
SETBACK
ALTERATIONS & ADDITIONS TO
EXISTING BRICK RESIDENCE
32a EWART STREET MALVERN 3144
ZCR
ETR
DRAWING
CEILING
PROPOSED ELEVATIONS
3200
800
2610
ZNC
1500
GROUND FLOOR (ADDITION)
REAR FENCE LINE
4150
ZNC
3250
4595
45040
42230
42040
GROUND FLOOR (EXISTING)
CLIENT:
P. & S-E. STAFFORD
PDF
CREATED:
16/08/2016 11:15 am
DESIGNED
APPROVED:
DRAWING:
RK
269
PROJECT:
REVISION:
TP-03
700
EAST ELEVATION
(PROPOSED)
1 : 100
Richard Kerr Architecture Pty Ltd
The Edge Studio 14 Jordan Street
Malvern Victoria Australia 3144
ph (03) 9090 7460 m 0419 308 800
[email protected] www.rkarch.com.au
STREET PROFILES
RIDGE 48.10
RIDGE 48.55
RIDGE 47.96
RIDGE 47.76
RIDGE 47.59
RIDGE 47.31
RIDGE 47.05
RIDGE 46.85
RIDGE 46.53
RIDGE 46.47
RIDGE 45.30
RIDGE 45.68
TOP GUTTER 45.32
44.87 WH
TOP GUTTER 44.90
TOP GUTTER 44.83
RIDGE 44.60
44.21 WH
44.21 WH
44.21 WH
DOOR
42.71 WS
42.93 WS
42.67 WS
42.71 WS
42.36 TOP FENCE
42.71 WS
42.13 TOP FENCE
41.56 TOP FENCE
40.88 GL
40.88 GL
No.36
EWART STREET
SINGLE STOREY
TILED ROOF
BRICK DWELLING
EWART STREET
SINGLE STOREY
TILED ROOF
WEATHERBOARD DWELLING
6
EWART STREET
SINGLE STOREY
TILED ROOF
RENDERED DWELLING
40
40.90
.8
8
40
.8
40
.8
8
No.30
PHOTO 3
PHOTO 2
CONCRE
TTER 4
4.56
0.2Ø
LEVEL
METER
42.04
GRASS
(OPEN S
PACE)
PHOTO 1
40
41
.9
5
.0
0
40
46.67
42.71 WS
44.87 WH
TOP GU
.9
6 WIRE ME
SH
1
GRASS
FLOOR
GAS
CONCRE
TE KERB
&
EWART
STREET
CHANNE
L
TE PATH
40
.8
40 5
.9
1
40
41.14 GL
41.03 GL
No.32
No.32A
EWART STREET
SINGLE STOREY
TILED ROOF
WEATHERBOARD DWELLING
EWART STREET
SINGLE STOREY
TILED ROOF
WEATHERBOARD DWELLING
41.03 GL
41.04 GL
41.03 GL
40.96 GL
40.97 GL
No.34
PICKETS
LOW BRICK FENCE
LOW BRICK FENCE
.8
5
40.88 GL
41.56 TOP FENCE
WIRE MESH FENCE
PICKETS
C
.9
6
E
44.87 WH
N
0.2Ø
No.34
EWART ST
RE
SINGLE STO ET
REY
TILED ROO
F
WEATHER
BOARD DW
ELLIN
.3
6
42
1
.9
40
3
44.87 WH
G
40
40
.
.9
40
STN No: 16-00156902
GROUND COORDINATES
E 4278.61
N 6540.24
RL
40.94
NAIL IN JOIN
97
.9
2
TO
40
.9
P
4
FE
40
.8
6
40
RIDGE 4
7.96
0.1Ø
CONCRE
TE
CROSSIN
G
GRASS
(OPEN S
PACE)
42.67 WS
E
C
N
FE
1.97
TO
ORIGINAL DATA
21/06/16
PP
VER.
REVISION
DATE
APP'D
E
FE
P
TO
3
.8
2
41
41
.9
.9
3
.8
5
41
6.58
41
E
.8
5
FE
N
C
41
.8
8
TO
P
43
12.50
41
.9
3
PALINGS
91
3
.0
GARAGE
FE
N
44
.4
42
.0
3
TO
P
STN
PALINGS
43
.8
7
43.99 WH
43.03 WS
42.94 WS
44.05 DH
41.85 DS
0
FE
N
.9
7
41
.9
7
41
0
SWIMMIN
G
POOL
TO
P
C
E
41
.8
3
C
GRASS
E
TO
.0
5
42
42
0
41
.
9
.9
41
P
.6
44
187°24'
41
.8
9
.8
1
41
.8
4
41
TE
41
.9
6
81
41
.
.8
0
41
43
41 .35
.6 T
8 O
P
44.20 WH
TER 44.9
44.21 WH
42.71 WS
No.37
VICTORIA
RO
SINGLE STO AD
REY
TILED ROO
F
BRICK DW
ELLING
42
.0
2
GARAGE
RIDGE 4
8.69
P
0
.6
44
TO
RIDGE 4
7.76
44.21 W
H
42.93 WS
No.32
5.75
EWART ST
RE
SINGLE STO ET
REY
TILED ROO
F
BRICK DW
ELLING
2
GRASS
(OPEN S
PACE)
CROWN DESCRIPTION:
CONTOUR INTERVAL: 0.20m
2
7.1
AMG DATUM - SUBTRACT 7°24' FOR TITLE BEARINGS
LEVELS SHOWN THUS
SURVEY COORDINATE DATUM IS ARBITRARY
LEVEL DATUM IS DERIVED FROM PM 285 WITH A STATED VALUE
ALL OTHER CO-ORDINATES HAVE BEEN COMPUTED USING GROUND DISTANCES.
OF 41.60 AS AT 04/07/06
SC
A
41
.
41 41. 85
.8 84
4
41
.8
1
E
C
FE
N
2.39
D
44.23 DH
41
.7
43.72 WS
44.23 WH
43.72 WS
44.23 WH
0
TER 44.9
TOP GUT
TOP GUT
COVERE
41
26/07/16
GRASS
4
41
CONCRE
277°24'
CONCRE
T
E
DATE OF SURVEY: 17/06/16
AMENDMENTS
1
83
41
.
4
41
.8
41
.8
8
68
41
.
41
.
68
STN
PALINGS
38.10
2.39
.6
7
0
92
.
41
41
.0
COMM.
PIT
TER 44.8
NOTATIONS:
C
D AREA
41
.7
9
P
E
N
FE
CONCRE
T
41
.0
1
.0
0
CALIBRE CONSULTING (MELB) PTY LTD
Level 2, 55 Southbank Boulevard
Southbank VIC 3006
1
.0
41
TOP GUT
P
TO
.7
0
E PATH
6
41
.0
4
.0
41
.0
4
41
.0
3
40
.9
- BOUNDARIES SHOWN ON THIS PLAN ARE BASED ON SURVEY AND ARE TO BE
CONSIDERED PRELIMINARY UNTIL LAND REGISTRY APPROVAL.
43
.7
70
VE
4
42
.0
69
FE
41
C
K
RIDGE 4
6.58
41
- POSITION OF BOUNDARIES OTHER THAN THOSE OF THE LAND UNDER SURVEY ARE
ONLY APPROXIMATE AND HAVE BEEN DERIVED FROM VICMAP DIGITAL PROPERTY
DATA. THEY HAVE NOT BEEN VERIFIED BY THIS SURVEY.
4
41 1.0
.0 5
7
41
.0
3
9 CONCRE
TE K
40
.9
7
ERB & CH
ANNEL
41
.1
8
- TREE CANOPY DRIP LINES HAVE NOT BEEN SURVEYED.
GRASS
(OPEN S
PACE)
SHED
476m²
N
C
E
.0
7
41
.
.0
4
41
LOW BR
ICK 4
1
42.71 WS
44.21 WH
GRASS
GRASS
E
TE
LOW BR
IC
STN
LE
3
41
.
03
CONCRE
T
0.3Ø
GRASS
PALINGS
1
L
54
P
41
.
TER 44.8
CONCRE
3
.0
41
VICTO
NO MAJOR RIA ROAD
DWELLING
WITHIN
9m OF BO
UNDARY
.9
COVERE
41
42 .04
.1
1
TO
7
.9
4
GRASS
MOCS LINES
DRAINAGE
ELECTRICITY
GAS
SEWER
TELECOM
WATER
N
C
1.39
.5
3
4.83
TTER 4
E
C
N
TOP GUT
.6
41
6
.9
40
40
- SERVICE INFORMATION SOURCE:
T 03 9203 9000
F 03 9203 9099
www.calibreconsulting.co
41
.
09
FE
12.50
7°24'
TO
4
.5
41
46
.0
1
8
.9
40
No.39
SHED
41
7.05
.5
6
40
.9
8
0
.1
41
STN
3
- UNDERGROUND SERVICES INFORMATION HAS BEEN DERIVED FROM THE
MELBOURNE ONE CALL SERVICE (MOCS). THESE ASSET RECORDS HAVE NOT BEEN
GROUND TRUTHED. SERVICE LOCATIONS SHOULD BE CONFIRMED PRIOR TO
DESIGN AND CONSTRUCTION WORKS.
- TREE TRUNK DIAMETERS AND SPREADS SHOWN ARE TO SCALE.
- TREES WITH A TRUNK DIAMETER OF 0.07m OR LESS AT CHEST HEIGHT HAVE
NOT NECESSARILY BEEN LOCATED.
6.47
GRASS
7
.9
40
41
.0
3
- PRIOR TO ANY DESIGN, DEMOLITION, EXCAVATION OR CONSTRUCTION ON THE SITE
THE RELEVANT AUTHORITY SHOULD BE CONTACTED TO DETAIL THE LOCATION OF ALL
SERVICES AND TO THE LOCATION OF FURTHER SERVICES.
RIDGE 4
0
.2
41
CONCRE
TE
CROSSIN
G
- WHILST EVERY EFFORT HAS BEEN MADE TO LOCATE ALL FEATURES AND SERVICES
WITHIN THE SURVEYED AREA, CALIBRE CONSULTING CANNOT BE HELD RESPONSIBLE
FOR FEATURES CONCEALED, BURIED, OR UNDER CONSTRUCTION INCLUDING
STRUCTURES AND FOOTINGS BELOW THE SURFACE LEVEL PROJECTING INTO THE
SITE FROM ADJOINING PROPERTIES AT THE TIME OF SURVEY.
WE HAVE NOT EXCAVATED THE SITE TO DETERMINE THEIR EXISTENCE.
No.32A
EWART ST
RE
SINGLE ST ET
OREY
TILED RO
OF
BRICK DW
ELLING
RIDGE 4
41
40 4
40 .991.0
2
.9
8
STN No: 16-00156901
GROUND COORDINATES
E 4276.86
N 6526.72
RL
40.99
RIVET
- ABBREVIATIONS TO LEVEL VALUES:
T - TOP LEVEL WH - WINDOW HEAD LEVEL WS - WINDOW SILL LEVEL
G - ROOF GUTTER LEVEL R - ROOF RIDGE LEVEL
GRASS
6.08
40
.9
3
- ALL REDUCED LEVELS HAVE NOT NECESSARILY BEEN SHOWN ON THIS HARDCOPY
PRINT. REDUCED LEVELS ARE SUPPLIED WITHIN THE DRAWING FILE ON LAYERS
"PT_HEIGHT_" AND MAY BE FROZEN FROM VIEW FOR CLARITY.
WATER
TAP
WATER
METER
GRASS
(OPEN S
PACE)
O
R
EWART
- TBM LEVELS ARE TO BE CONFIRMED BY LEVELLING BEFORE THEY CAN BE USED
FOR ANY CONSTRUCTION PURPOSES.
CALIBRE CONSULTING MUST BE NOTIFIED SHOULD ANY DISAGREEMENT IN LEVELS
BE FOUND.
97°24'
38.10
ETER
FL
O
0.2Ø
- ACCURACY: DETAIL LOCATION ±0.05m, REDUCED LEVELS ±0.02m.
2
PALINGS
TOP GU
GRASS
TER 45.3
GAS M
41
.
40
.9
6
.9
2
CONCRE
TE PATH
40
LOW BR
.9
ICK
9
- DATA ON THIS PLAN MAY ONLY BE MANIPULATED WITH THE PERMISSION OF CALIBRE
CONSULTING .
40
2
9
- THIS SURVEY HAS BEEN CARRIED OUT FOR THE EXCLUSIVE USE OF PETER STAFFORD
FOR THE PURPOSE OF DESIGN ON THE SITE AND SHOULD NOT BE USED
FOR ANT OTHER PURPOSE OR BY ANY OTHER PERSON OR CORPORATION.
40
.9
41
STREET
.0
4
EXPLANATORY NOTES AND WARNINGS:
BK
9
3
.5
41
TOP GUT
41 41.7
.7
0 0
41
.7
5
40
.0
41
ELEC.
POLE
P
.9
6
40
40
.9
.9
1
1
.9
7
40
40 .94
.9
4
7
.8
40
400
41
300
49
200
43
.
100
COMM.
PIT
0
40
MELWAY REFERENCE: 000 X00
SCALE 1:10,000
44.35 WH
STN
LOCALITY PLAN
100
44.35 WH
40
.9
7
5.66
6
ARE IN METRES TO AUSTRALIAN HEIGHT DATUM
11
DENOTES PHOTO POINT
COUNTY OF BOURKE
TITLE REF: VOL 6138 FOL 475
PARISH OF PRAHRAN
LAST PLAN REF: TP574181B (LOTS 1 & 2)
CROWN PORTION 71 (PART)
THE LAND IN THE SURVEY IS SHOWN
ENCLOSED BY CONTINUOUS THICK LINES
PLAN OF RE-ESTABLISHMENT / FEATURES AND LEVELS
SCALE 1:100
1
32A EWART STREET
MALVERN
0
1
2
SHEET 1 OF 1 SHEETS
REF:
16-001569
16-001569FLC01.DWG
3
4
A1
VERSION:
C
PP 26/07/16
187° 24' 00" 12.50 m
7° 24' 00" 12.50 m
7° 24' 00" 12.50 m
97° 24' 00" 38.10 m
187° 24' 00" 12.50 m
97° 24' 00" 38.10 m
ZCR
ZCR
ETR
ZNC
277° 24' 00" 38.10 m
277° 24' 00" 38.10 m
REVISION SCHEDULE
REV
PRIVATE OPEN SPACE
150 SQM APPROX.
DATE
PRIVATE OPEN SPACE
150 SQM APPROX.
SITE/CONTEXT (9AM
SHADOW) PROPOSED
1 : 200 @ A1
ZCR
ETR
E
ZCR
ST
AG
7° 24' 00" 12.50 m
7° 24' 00" 12.50 m
97° 24' 00" 38.10 m
187° 24' 00" 12.50 m
97° 24' 00" 38.10 m
1 : 200 @ A1
187° 24' 00" 12.50 m
SITE/CONTEXT (9AM
SHADOW) EXISTING
DESCRIPTION
277° 24' 00" 38.10 m
TO
W
N
277° 24' 00" 38.10 m
PL
AN
N
IN
G
ZNC
PRIVATE OPEN SPACE
150 SQM APPROX.
SITE/CONTEXT (12NOON
SHADOW) PROPOSED
1 : 200 @ A1
7° 24' 00" 12.50 m
7° 24' 00" 12.50 m
97° 24' 00" 38.10 m
187° 24' 00" 12.50 m
97° 24' 00" 38.10 m
1 : 200 @ A1
187° 24' 00" 12.50 m
SITE/CONTEXT (12NOON
SHADOW) EXISTING
PRIVATE OPEN SPACE
150 SQM APPROX.
ZCR
ETR
ZCR
RICHARD KERR B.P.D (Melb) B.Arch (Melb)
REGISTERED ARCHITECT ARBV 14807 AIA 17388
RICHARD KERR ARCHITECTURE PTY LTD:
ABN 24 124 153 859
REGISTERED ARBV COMPANY C50996
PROJECT
ZNC
277° 24' 00" 38.10 m
ALTERATIONS & ADDITIONS TO
EXISTING BRICK RESIDENCE
32a EWART STREET MALVERN 3144
277° 24' 00" 38.10 m
DRAWING
SHADOW DIAGRAMS
PRIVATE OPEN SPACE
150 SQM APPROX.
PRIVATE OPEN SPACE
150 SQM APPROX.
CLIENT:
P. & S-E. STAFFORD
PDF
CREATED:
2/09/2016 4:02 pm
DESIGNED
APPROVED:
SITE/CONTEXT (3PM
SHADOW) EXISTING
1 : 200 @ A1
SITE/CONTEXT (3PM
SHADOW) PROPOSED
1 : 200 @ A1
DRAWING:
RK
269
PROJECT:
REVISION:
TP-04
Richard Kerr Architecture Pty Ltd
The Edge Studio 14 Jordan Street
Malvern Victoria Australia 3144
ph (03) 9090 7460 m 0419 308 800
[email protected] www.rkarch.com.au
STORM Rating Report
TransactionID:
370879
Municipality:
STONNINGTON
Rainfall Station:
STONNINGTON
Address:
32a Ewart St
Malvern
VIC
3144
Assessor:
Mark Stolz
Development Type:
Residential - Extension
Allotment Site (m2):
476.00
STORM Rating %:
101
Description
Impervious Area
(m2)
Treatment Type
Treatment
Area/Volume
(m2 or L)
Occupants /
Number Of
Bedrooms
Treatment %
Tank Water
Supply
Reliability (%)
Roof Type 1 (old house) 105.00
None
0.00
0
0.00
0.00
Concrete Driveway
32.90
Infiltration Sandy Loam
9.30
0
220.00
0.00
Roof Type 2 (proposed
extension)
85.00
Raingarden 100mm
2.50
0
131.35
0.00
Stone Steeping Pads
34.50
Infiltration Sandy Loam
75.00
0
220.00
0.00
Date Generated:
15-Aug-2016
Program Version:
1.0.0